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2005, 08-17 Permit App: 05002970 Sun Room
Project Number: 05002970 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 08/17/2005 Page 1 of 2 Project Information: Permit Use: 9 FT X 12 1/2 FT ATTACHED SUN ROOM Contact: BILL CONANT ENCLOSURE Address: PO BOX 141708 C - S - Z: SPOKANE, WA 99214 Setbacks: Front Left: Right: Rear: Phone: (509) 922-7388 group Name: Site Information: Project Name: Plat Key: 001835 Name: OPPORTUNITY TR # 01-354 District: Nort Parcel Number: 45171.1005 SiteAddress: 9918 E BOONE AVE Location:: CSV Zoning: UR -3.5 Water District: Area: .00 Acres Block: Lot: Urban Residential 3.5 Owner: Name: COLLINS, RANDY Address: 9918 E BOONE AVE SPOKANE VALLEY, WA 99206 Hold: ❑ Width: 88 Depth: 208 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Information: Review Site Plan Review Released By: Plan Review Originally Released: 08/17/2005 By: CBATES Released By: PER COORDINATION W / T.MELBOURN Originally Released: 08/17/2005 By: mturbak Sewer Review Permits: Released By: PROJECT # 04-3664 Originally Released: 08/17/2005 By: mturbak Operator: MT Printed By: MT Print Date: 08/17/2005 Project Number: 05002970 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 08/17/2005 Page 2 of 2 Building Permit Contractor: DREAM ROOM DESIGN LLC Firm: BILL CONANT/DREAM ROOM DE Address: PO BOX 141708 Phone: (509) 922-7388 SPOKANE, WA 99214 Building Characteristics Group: R-3 Type: VB Total Area 0 Building Height 8 Stories 1 Dwelling Units 1 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Su Ft Valuation RES ADD R-3 VB SUNROOM 0 $17,699.00 0 $17,699.00 ADDITION Item Description RESIDENTIAL PERMIT FEE STATE SURCHARGE Notes: Payment Summary: Permit Type Building Permit Totals: 0 $17,699.00 0 $17,699.00 Units Unit Desc 1 SELECT 1 SELECT Permit Total Fees: Fee Amount $293.25 $4.50 $297.75 S?✓'S �'. :,,..:.:^..7".;X'.t11N�`i§"'.'dri'L2::t�MitiY".��GfF.ifL'•1C9'Yi '.aaq¢r'z�:•n�:e +`rtY.R,� Fee Amount Invoice Amount Amount Paid Amount Owing $297.75 $297.75 $0.00 $297.75 $297.75 $297.75 $0.00 $297.75 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: MT Printed By: MT Print Date: 08/17/2005 004Aski, S1161 D C21(*- ??(.1. BILL L l� BALDING PERMIT APPLICATION wuRKSHEET E cd.Yr .Wre P ley Community Development Department Building Division 11707 E. Sprague Avenue, Suite 106 Spokane Valley, WA 99206 (509) 688-0036; Fax: (509) 688-0037 REQUIRED SITE INFORMATION Street Address: 9118 E nC. Assessor's Tax Parcel Number(s): Legal Description: PERMIT DESCRIPTION: Paha EAtio&u-K. / SLLI\ e.coM 21 Building Permit 0 Relocation 0 Change in Use ❑ Grading 0 Manufactured Home ❑ Tenant Improvement ❑ Fire Safety ❑ Other OWNER/APPLICANT INFORMATION txt Owner: CiI,ll ii. Phone: 9, (o -7 E I Fax: Address: 99,i, E- R -r.t �' YE Wel, 9Qad/WCity State Zip Code City A Contractor: brecksiv. goOtsk St(oIJ ❑ Architect: Phone: ci.4. i Fax: (414. 5..40 Phone: Fax: Address: • $dX. 14.1 ma i. Address: City State Zip Code 0 Applicant: Phone: Address: Fax: State Zip Code City WA State Contractor License #: tfZeistivv(tAoatCZ Contact: RtLL- State Co ta.1\f Zip Code PERMIT/BUILDING INFORMATION HEIGHT TO PEAK: gir 8 r DEME SON : is lafr 1( # OF STORIES: / MAIN FLOOR TO SQ. FTG: 2"u FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: OCCUPANCY GROUP: CONSTRUCTION TYPE: HEAT SOURCE: # OF BEDROOMS: TOTAL HABITABLE SPACE: IMPERVIOUS SURFACE AREA: COST F PROJECT: t" '7 f CQ Q 9 30% SLOPES ON PROPERTY: SEWER OR ON-SITE SEPTIC` i SYSTEM? Q `( - ,1.(p CO Li MANUFAc FURED HOME Width: Length: Year: Manufacturer: Pit Set: RELOCATION Previous Address: Proposed Use: FIRE SAFETY Fire Sprinkler: Tent: Valuation: Above/Underground Stor$ge Tank Size: # of Heads: Firs Alarm: Paint Booth: Fireworks Display: BI sting: Date/Time: WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE Plans Examiner: Address: Phone: Fax: City Inspector: Phone: Address: State Fax: Zip City State Zip SPECIAL INSPECTIONS ❑ BOLTING ❑ CONCRETE ❑ REINFORCEMENT Firm Name: Phone: Inspector(s): Fax: ❑ WELDING DISCLAIMER The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the dwelling' is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) Ail construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a. permit or approval for any violation of federal, state or local laws, codes or ordinances. Ownership of resulting development rights granted by any issued permit inure to the property ow Print Name 6/LI.- eO l\O (1.�• Signature Method of Payment: (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check 0 Mastercard Bankcard #: Authorized Signature: 0 .VISA Expires: VIN#: ❑ Other &WE Lib 748 te. + a 33 *1444 t\e- 88' Scan-� s/,,set , /k', Into IST ESLEGACY REPORT ER -4383P Reissued September 1, 2004 ICC Evaluation Service, Inc. www.icc-es.org BusinesslRegional Office ■ 5360 Workman Mill Road, Whittier, Carifomia 90601 ■ (562) 699-0543 Regional Office ■ 900 Montclair Road, Suite A, Birmingham. Alabama 35213 ■ (205) 599-9800 Regional Office u 4051 West Flossmoor Road. Country Club Hills, Illinois 60478 ■ (708) 799-2305 Legacy report on the 1997 Uniform Building Cod& DIVISION: 13—SPECIAL CONSTRUCTION Section: 13120—Pre-engineered Structures C-THRU GLASS ENCLOSURE C-THRU INDUSTRIES, INC. 2285 FLEETWOOD DRIVE RIVERSIDE, CALIFORNIA 92509 1.0 SUBJECT C-Thru Glass Enclosure. 2.0 DESCRIPTION 2.1 General: The C-thru Glass Enclosure is a patio cover constructed in accordance with the attached plans CTR (Sheets 1-13) and K122 (Sheets 1-24). Enclosure must have at least one long wall and one additional wall with openings equal to at least 65 percent of the area below a minimum 6 feet 8 inches (2032 mm) of each wall measured from the floor. The required openings may be enclosed with readily removable translucent or transparent plastic not more than 0.125 inch (3.2 mm) thick. As an altemative, glass may be installed in wall areas required to be open by Section 3116 of Appendix Chapter 31, Division 111, of the 1997 Uniform Building Cod&' (UBC), provided it is readily removable, 0.125 -inch -thick (3.2 mm) tempered glass installed in accordance with the attached plans. 2.2 Identification: Each structure has an identification tag which bears the company name (C-Thru Industries, Inc.), the design loads, and the ICC -ES evaluation report number (ER -4383P). The glass is labeled in accordance with Section 2404 of the UBC. Glass used in hazardous locations, as defined in Section 2406.4 of the UBC, is labeled in accordance with Section 2406.2. 3.0 EVIDENCE SUBMITTED Calculations, plans and data in accordance with the ICC -ES Acceptance Criteria for Sloped Gass Glazing in Solariums, Patio Covers and Prefabricated Skylights (AC17), dated April 1991; and a quality control manual. 4.0 FINDINGS That the C-Thru Glass Enclosure complies with Division III of Appendix Chapter 31 of the 1997 Uniform Building Coder", subject to the following conditions: 4.1 Installation complies with the attached plans CTR (Sheets 1-13) and K122 (Sheets 1-24) and the manufacturer's instructions. 4.2 Design loads are limited to those shown in the plans. 4.3 Installation is limited to areas subject to basic wind speeds of 70, 80 and 90 miles per hour (112, 129, and 145 km/h) as shown in the plans. 4.4 Installation is by installers acceptable to C-Thru Industries, Inc. This report is subject to re-examination on two years. ICC -ES legacy tenon, erre not to he comtnred representing ,re,thetrc or,mr other,ntrrhute, nnr =pecrticdh ,rddre,,ed, nor are ther to /'€ comnved as .r endorsement oft he ,rd'iect of the report or,r recommendation for it, me There h nn .,,u nanr l+r ICC Er,rhiuttr» r Seri -ice, Inc espre, or rmplred. ,rs to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2004 Page 1 of 1 P 060136 W/72 -E 06/31/05 06/30/06 06/30/05 ONO 10/31/05 10/31/65 11/16/03 11/30/05 25013-E 12/31/05 63102 12/31/05 10405 72/31/05 CO 0.35»6 12/37/05 1Ww6 12/31/45 9174 72/37/055 0-11326 72/37/05 0-04467 16/31/05 CO 16020E 12/31/05 00 0077 12/31/35 42" 04/30/06 0269 01/30/04 15404 04/39/06 79000 30/30/05 N, 054 04/30/06 4564422-C 06/30/06 MN 41032 06/30/06 11333 06/39/06 59 237% 04/30/04 MO 25453 07/21/05 15 106313 07/31/06 41 006 0791/06 N 14053 72/31/06 NM 11136 12/31/06 NV 6422 12/37/06 13231/00 04/20/01 04/03/01 55015 20747 AL 300" 03/31/06 4031600 03/11/" IND TRI , INC World Class Sunroo TABLE OF CONTENTS SHEET NUMBER 0-1 G-2 LRP -1 LRP -2 LRP -3 LRP -4 LRP -5 GR -1 GR -2 GR -3 OR -4 GR -5 GR -6 GR -7 E30-1 E30-2 E30-3 E30-4 E30-5 E30-6 E30-7 E30-8 SHEET TITLE ce 1947 COVER SHEET GENERAL NOTES LRP ROOF PLANS AND COMPONENTS LRP SECTIONS AND DETAILS LRP TABLES I LRP TABLES II LRP TABLES IN GR ROOF PLANS AND ELEVATIONS GR SECTIONS AND DETAILS GR SECTIONS GR TABLES I GR TABLES II GR TABLES III GR COMPONENTS ENCLOSURE PLANS ENCLOSURE SECTIONS AND DETAILS ENCLOSURE DETAILS ENCLOSURE TABLES I ENCLOSURE TABLES II ENCLOSURE TABLES III ENCLOSURE TABLES IV ENCLOSURE COMPONENTS crr coPv rs1 ABBBZWBONS 4 OINAETER ADDL. ALUM ARCH APPROX ANCHOR BOLT ADDGIONAL ALUMINUM ANCHOR APPROXIMATELY) BAL BALANCE BLDG BUILDING BY BEAM 8,0. BOTTOM OF BOT BOTTOM C/C CENTER TO CENTER CL CENTERLINE COL COLUMN CONC CONCRETE CONT COATN0005 CTR CENTER (ED) OET DETNL DE DOUG FIR DWG(S) DRAWING(S) EA EACH EMBED EMBEDMENT E0 EQUAL (LY) E5 EACH SIDE EXP EXPANSION 135T EXISTING FON FOUNDATION FTG FOOTING w GALV NOT INFO MFR MIN NA NR NTS GAGE GALVANIZED NOW INFORMATION MANUFACTURER WNWUM NOT ALLOWED NOT REWIRED NOT TO SCALE X ON CENTER 0D 01.11510E DIA OH OVERHANG OPNG(5) OPENING(5) oPP OPPOSRE OPT OPTION (AL) PL PLATE PRO) PROJECRON RAD RADIUS REF REFERENCE REFER RE1NF REINFORCE (D, TNG) RE00 REWIRED REV REVISION 5337 SHEET SM 51MILAR SMS SHEET METAL SCREWS 5P SPACE (5. EO) SPEC SPECIFICATION, SPECIFIED 50 SQUARE SST STAINLESS STEEL STAG STAGGERED STD STANDARD 571E STIFFENER S1L STEEL STRUC STRUCTURE (5, URAL) 0718 SYWETRICAI Tea TCP AND BOTTOM THD THREADED THK THICK (NESS) T.O. TOP OF TYP TYPICAL LION UNLESS OTHERWISE NOTED VERT VERTU,. w/ w/0 ws WT KWH WITHOUT WOOD SCREW WEIGHT TYPICAL SECTION & DETAIL NUMBERING SYSTEM EXAMPLE OF SECTION CUT 5-2 SHEET WHILRE SECTION 6 DRAWN. 6 DASHED. SECTOR I5 DRAW ON CURRENT 5NEE2 EXAMPLE OF SECTION CALL OUT EXAMPLE OF DETAIL CALL OUT EXAMPLE OF DETAIL BUBBLE SECTION ( ( S-2 5ECROR NUMBER \\*SIEET WHERE SECTION S TANE4 FROM. F 50912, SECTION 15 TANE4 FROM THE CURRENT SKEET DETAIL 3/6'1'-0' S-2 DETNL LETTER SHEET WICK DEIN. 15 TAKEN E1/011. If DASHED, DETNL 5 TAKEN ON CURRENT WEB MAR 3 0 2005 AA f1 0705E0 WITH BLUE INK jIga U C-THRU INDUSTRIES, g 0 I 2 a Z 0 W s 53 3 WET 56GNE0 DOCUANENT HAS EMBOSSFO 00RP0RATE SEAL 91 0( ENCKEAM0 LICENCES fi 080138 08/31/05 94 03- 055772-E 09/30/05 94342 09/30/05 19405 10/31/05 1511611 10/31/05 w 3400. 11/30/03 054201 11/30/05 25573-9 12/31/05 53107 12/31/05 10495 12/31/05 MO EN 030178 12/31/05 18506 12/01/03 9174 12/31/05 NE E-11326 12/31/05 E-64661 12/31/05 162327E 12/31/05 •77 12/31/05 14-6798 04/30/06 6280 04/30/06 15484 04/30/06 10980 04/30/06 64200 04/30/06 EN 45042-0 06/30/06 41512 14355 23776 25455 106313 -n 14953 06/30/06 06/30/06 06/30/08 07/24/06 07/31/06 07/31/06 12/31/06 12/31/06 xv 12/31/06 ur 3066605 12/31/06 R 55015 NN 28747 02/28/07 04/02/07 30066 03/31/08 REVISED 03/17/115 GENERAL NOTES AND SPECIFICATIONS I DESIGN CODE & LOADS 1. THE STRUCTURES INCLUDED WITHIN THE SCOPE OF THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 1997 UNIFORM BUILDING CODE (UBC). 2003 INTERNATIONAL BUILDING CODE (IBC), 2003 INTERNATIONAL RESIDENTIAL CODE (IRC) AND THE 2001 FLORIDA BUILDING CODE (FBC). 2. THE STRUCTURES INC 4. DED INTENDED FOR RECR HABITABLE STRUCTURES 1' I 3. WHERE A COVER HAS AN ENCLOS -E BELOW, THE OPEN AREA OF THE LARGER WALL AND ONE ADDITIONAL WALL SHALL BE 65% OR MORE OF THE AREA BELOW 6'-8' MEASURED FROM THE GROUND. EACH WALL OPEN AREA SHALL BE EITHER INSECT SCREENING, READILY REMOVABLE TRANSLUCENT/TRANSPARENT PLASTIC OR TEMPERED GLASS, NOT MORE THAN 0.125 -INCHES THICK, WHICH IS APPROVED BY THE UNIFORM BUILDING CODE. 4. SEE NOTES UNDER ITEM VI FOR ADDITIONAL INFORMATION REGARDING WINDOWS. II MATERIALS 1. ALUMINUM FOR COMPONENTS SHALL BE AS SHOWN ON THE ALLOY AND TEMPER 606346. (UON). 2. ALUMINUM IN CONTACT WITH WOOD, CONCRETE, OR MASONRY SHALL BE GIVEN A COAT OF UN -THINNED ALKALI -RESISTANT BITUMINOUS PAINT PER U.S. MILITARY SPEC MIL -P-6883. 3. SHEET METAL SCREWS (SMS) SHALL BE AUSTENTITIC STAINLESS STEEL OR ALUMINUM WITH ALLOY AND TEMPER OF 2024-T4 4. WHERE SMS ARE NOT EXPOSED TO CONTACT WITH LIQUID WATER OR HUMIDITY NEAR THE DEW POINT IN ITS INTENDED USE. THE FOLLOWING MATERIALS MAY BE USED FOR SMS: 6. NON -AUSTENITIC STAINLESS STEEL WITH A MINIMUM NOMINAL COMPOSITION OF 16 PERCENT CHROMIUM AND A ROCKWELL HARDNESS LESS THAN C35 IN THE LOAD BEARING PORTION OF THE SHANK. b. COATED OR PLATED CARBON STEEL WITH A ROCKWELL HARDNESS LESS THAN C35 IN THE LOAD BEARING PORTION OF THE SHANK. SCREWS SHALL BE ZINC COATED PER ASTM A123. A641 OR B633 OR NICKEL/CHROMIUM PLATED PER ASTM 8456, TYPE SC. 5. EXPANSION ANCHORS SHALL BE HILTI 3/8"KWIK BOLT II" OR APPROVED EQUAL. ANCHORS SHALL 8E AS DESCRIBED BY AND INSTALLED PER ICC -ES REPORT 44627. 6. WHERE ATTACHMENT TO EXISTING STRUCTURE OCCURS, THE WOOD F THE EXISTING STRUCTURE SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 42, SUCH AS DF. 7. WHERE SCREWS ARE INSTALLED INTO WOOD FRAMING, THE CONTRACTOR SHALL VERIFY, THROUGH NON-DESTRUCTIVE MEANS, THAT EACH SCREW HAS A MINIMUM OF 1/T SIDE COVER ON ALL SIDES OF THE SCREW. 8. ALL WOOD SHOWN WITHIN THESE DRAWINGS SHALL HAVE A SPECIFIC GRAVITY OF 0.49 OR GREATER. 9. ALL NAILS AND WOOD SCREWS SHALL HAVE THE FOLLOWING MINIMUM YIELD STRENGTH: R. 8° b. 12° c. 142 d. 16° 6. 180 1. 20° F,e = 100,000 p51 F. = 80,000 psi F,6 = 70,000 psi F,e = 70,000 psi F,6 = 60,000 psi F,6 = 60,000 psi 10. FASTENERS USED FOR ATTACHING TO PRESSURE TREATED LUMBER SHALL BE STAINLESS STEEL. 11. UNLESS OTHERWISE NOTED, ALL STEEL IN CONTACT WITH PRESSURE TREATED LUMBER SHALL HAVE A G185 GALVANIZED COATING. F4 III ROOF SYSTEM 1 THE ROOF PANELS SHALL BE AS DEFINED W/IN THIS DRAWING PACKAGE AND PANEL SPANS SHALL BE LIMITED TO THOSE SHOWN. 2. LION, MAXIMUM ROOF PANEL OVERHANGS SHALL BE 24' 3. FOR COVERS W/O AN ENCLOSURE. ROOF PANELS SHALL BE SUPPORTED BY A BEAM, POST & FOOTING SYSTEM SUITABLE FOR THE PROPOSED APPLICATION. THE BEAM, POST & FOOTING SYSTEM SHALL BE PROVIDED W/ ENGINEERING SIGNED & SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE LOCAL JJRISDICTION OR DEFINED WITHIN A VALID ICC -ES EVALUATION REPORT. A COPY OF SAID REPORT SHALL BE SUBMITTED TO THE BUILDING OFFICIAL ® THE TIME OF PERMIT APPLICATION. IV WALL SYSTEMS 1. FOR COVERS W/ ENCLOSURE, THE ENCLOSURE SYSTEM SHALL BE DEFINED WITHIN THIS DRAWING PACKAGE V LAMINATED ROOF PANELS 1. THE FOAM CORE ROOF PANELS DEPICTED WITHIN THIS DRAWING ARE INTENDED FOR USE ON RESIDENTIAL PATIOS AS REGULATED BY CHAPTER 31 OF THE UNIFORM BUILDING CODE APPENDIX, APPENDIX I OF THE INTERNATIONAL BUILDING CODE OR APPENDIX H OF THE INTERNATIONAL RESIDENTIAL CODE. 2. MATERIALS: 4. INTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS FOR 300441254 ALLOY AND TEMPER. THICKNESS OF SKIN SHALL BE AS SHOWN IN THE APPROPRIATE ALLOWABLE SPAN TABLE. b. EXTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS FOR 3004-H254 ALLOY AND TEMPER. THICKNESS OF SKIN SHALL BE AS SHOWN IN THE APPROPRIATE ALLOWABLE SPAN TABLE. c. THE FOAM CORE SHALL BE AS DEFINED BELOW AND HAVING A NOMINAL DENSITY AS SHOWN IN THE ALLOWABLE SPAN TABLE: PREFORMED EXPANDED POLYSTYRENE BOARD (EPS), AS MANUFACTURED BY EITHER PREMIER INDUSTRIES, INC. / DBA INSULFOAM OR FALCON FOAM, INC. AND APPROVED UNDER ICC ES ER -3414 OR ICC ES ER -4059, RESPECTIVELY, THE FOAM SHALL MEET THE REQUIREMENTS FOR CLASS 1 MATERIAL PER TABLE 8-A OF THE 1997 UBC. d. THE COMPONENTS ARE BONDED TOGETHER BY AN ADHESIVE DESIGNATED AS MORAD M-650 SERIES, A PROPRIETARY ADHESIVE MANUFACTURED BY ROHM AND HAAS COMPANY, AND APPROVED UNDER ICC ES ER -5394. THE ADHESIVE APPROVED AS A CLASS 2, TYPE II, STRUCTURAL ADHESIVE, UNDER ICC ES AC05. 3. THE MANUFACTURER OF ANY COMPONENT CITED IN ITEM 2 ABOVE SHALL PROVIDE CERTIFICATION WITH EACH SHIPMENT THAT ALL COMPONENTS PROVIDED WITHIN THE SHIPMENT CONFORM TO THE APPLICABLE SPECIFICATION (S) AND/OR DEFINITION (5) OUTLINED ABOVE. 4. THE MAXIMUM ALLOWABLE SPAN, FOR A GIVEN APPLIED LOAD SHALL NOT EXCEED THE SPAN PROVIDED IN THE ALLOWABLE SPAN TABLE FOR SAID LOAD. EXTRAPOLATION OF THE INFORMATION PROVIDED IN THE ALLOWABLE SPAN TABLE IS NOT PERMITTED. 5. PANELS SHALL BE CONTINUOUS IN THE DIRECTION OF SPAN WITH NO TRANSVERSE JOINTS. 6. THE SUPPORT AND ATTACHMENT OF THE SUBJECT PANELS SHALL 8E SUBSTAINTIATED BY EITHER APPROVED EVALUATION REPORT PLANS OR STRUCTURAL PLANS APPROVED BY THE GOVERNING JURISDICTION. 7. METAL PANEL FASTENERS SHALL BE ALUMINUM, STAINLESS STEEL OR ALUMINIZED, HOT -DIP GALVANIZED OR ELECTROGALVANIZED STEEL. 8. FASTENERS FOR ATTACHMENT TO WALL HEADERS SHALL BE 914, SELF -TAPPING SMS, AND 1' O.D., SEAL WASHER. ALLOY AND MINIMUM THICKNESS OF HEADER SHALL BE 606346 AND 0.065 INCHES RESPECTIVELY. MINIMUM LENGTH OF SCREWS SHALL BE 1' GREATER THAN THE PANEL THICKNESS. In WINDOWS 1. ALL GLAZING SHALL CONFORM TO THE REQUIRMENTS OF CHAPTER 24 OF THE CODE. 2. GLAZING FOR GLASS ROOF SHALL BE EITHER INSULATED WITH 1/8" THICK FULLY TEMPERED GLASS ON THE TOP & BOTTOM OR 3/16" THICK FULLY TEMPERED GLASS. 3. WHERE APPROVED BY THE BUILDING OFFICIAL WINDOWS AND DOORS MAY BE AAMA APPROVED WITH A RATING CONSISTENT WITH THE REQUIRED DESIGN WIND PRESSURE. IN LIEW OF MATERIALS USED FOR OPEN AREAS AS DEFINED IN GENERAL NOTE 1.3, MAR 3 0 2005 g C7 0 4CC 0W 0 Z Z -JW u a LU L(1.4 (WD 3/ 8 6 8 S 8 3 S E>wTr...AV n g.-) 7 3 WET SIGNED DOCUMENT HAS EMBOSSED CORPORATE SEAL r PROCESSIONAL ENGINEERING LICENCES 06013 06/31/55 550772-0 09/30/05 09/30/05 1946 10/31/05 45690 10/31/05 Go 11/00/05 051201 11/30/09 AL 25373-E 12/31/05 GA 53107 12/31/05 10495 12/31/05 ER 030176 12/31/05 Iw 19506 12/31/05 9174 72/31/05 E-11326 12/31/05 12/31/05 OR 1923212 72/31/05 0571 12/31/05 PE -674 20/30/06 5260 00/30/06 15154 04/30/06 NN 10660 04/30/05 24000 4515200 04/30/06 Fx 4342-C 00/30/06 4N 41532 06/20/06 14315 23776 25455 06/3/06 06/30/06 07/24/06 106513 X606 1053 07/31/06 07/31/06 12/31/06 XM 11136 12/31/06 6677 12/31/06 ur 306605 12/31/06 R 55015 02/20/07 25747 20/02/07 42 30066 03/31/00 REVISED 6/17/05 ROOF WIDTH ENCLOSURE WIDTH NOTE 2 NOTE 2 TYPE I - SHED ROOF ROOF PLANS WALL BUMP -OUT (OPTIONAL) ENCLOSURE BELOW 12 MAX HOOF WIDTH - ENCLOSURE WIDTH 12 SII. \ ... NOTE RP 2 NOTE 2 -2 . JCL SPAN ,. ✓ ' 1 \'.1 I It ' RIDGE 51. DN SL DN U J 'Iav-z TYPE II - GABLE ROOF 0 2 '2 DINT PANEL NOTES: 1. DIRECTION OF PANEL SPAN MAY BE ROTATED 90 DEGREES PROVIDED A RIDGE BEAM WITH SUPPORT COLUMNS IS PROVIDED. RIDGE BEAMS AND SUPPORT COLUMNS SHALL BE DESIGNED 1 OTHERS 2. MINIMUM DISTANCE TO FIRST INTERIOR JOINT SHALL BE 2 TIMES THE OVERHANG OR 3'-2' FR01.1 THE INTERNAL WALL SURFACE, WHICHEVER 5 GREATER. 121 1/4' = 1'-0' SIDE 0.H. 12' MAX OPTIONAL FILLER PANEL ROOF PANEL 03VEL OPTIONAL DOOR — TYPE I - SHED ROOF FRONT ELEVATION FILLANER Y h PEL SEE GENERAL NOTES FOR REQUIRED OPEN AREA. (Tr) 3/16' = 1'-0' I 3.45 5=0.070 JON t 606=-T6 3" HANGING RAR 0,15 DETAIL ( ssol HALF 1.000 2.346 0.23 4.610 • 4' PWoEL t=0.075 UON 6063-06 5.431 0 4' PANEL .060 0 670 H .100 O HO HR 4' HANGING RAIL (HR) DET4I HALF ( 4238 ) 1.000 3 6 12" MAX 0.H. 3/8' M1N 2' MAX 12 ROOF PANEL STANDARD NON-BEARING MULLION SPACING TYPE II - GABLE ROOF FRONT ELEVATION iL NOTE: SEE ENCLOSURE TABLES FOR WALL HT UMITAIIONS. 3/16' = 2.230 —N -+Y- 0 370 6.610 O 1=0.080 •vANn 6063-T6 7.431 0 Jr PANEL GUTTER DETAIL DETAIL HALF ( 15989 ) HALF ( 5594) 3' ( 5597) 4' FASCIA DETAIL HALF 3.375 • 3' 4.375 0 4' 6.375 0 0' 0.700 5595 3' 5596 4' 15988 6' NOTE SEE NOTE III. 3 ON G-2 FOR POST & BEAM REQUIREMENTS COVER ONLY SIDE ELEVATI❑N 3/16' = 1'-0' MAR 3 0 260 I C-THRU INDUSTRIES. INC. 4 0* 0 8 U 3 3 A Hifi 8 3 58 3 3 8 3 E WET 510505 WI 11HBLUE nT qK E BOSSED CORPORA ET SEAL PROFESSIONAL ENGINEERING WINCES G E 8 080138 01/31/05 PA PE - 056772 -E 09/30/05 94382 09/30/05 19405 10/31/m 45000 10/31/05 a 34009 0/30/05 082- 11/30/05 AL 25873-E 2/31/05 cA 51101 0/31/05 10495 0/31/05 No Ell 030178 12/31/05 us 18508 12/31/05 9114 12/31/05 5-11328 12/31/05 12/31/05 162322E 12/31/05 84n 0/31/01 PE -9198 04/30/08 9210 00/30/00 15484 04/30/08 10980 04/30/00 141 249E0 04/30/00 4554422-0 09/30/09 41552 08/32/08 143.'5 50 23778 01/32/08 08/32/06 802 21455 iN 105513 33184 07/24/08 07/31/08 07/31/06 14953 11/31/08 12/31/09 12/31/08 3085605 12/31/08 R 55015 02/25/01 28747 04/99/07 42 32086 03/31/08 REUSED 03/11/05 t ROOF PANEL #8 SMS 024* c/c TOP AND BOTTOM FACIA GUTTER SEE PANEL SPAN TABLES FOR FASTENER REQUIREMENTS ROOF PANEL CEM WALL HEADER OR SEE •. F00TNOTES ® ON PANEL SPAN TABLES FOR UMRAT0N5 FRONT OVERHANG INTERIOR NOTE: GUTTER AND FACIA SHALL 8E CONT 0 BEARING WALLS FOR RIDGE BEAM R001 SYSTEMS BEARING WALL OVERHANG SECTION NTS 3 - ADDL #8 SMS, TBEB AA 19. ENCLOSURE DETAIL EXIST NOTE: STRUCTURE SEE SEC 3/- FOR BALANCE OF INFORMATION. CONT FACIA CONT GUTTER ROOF PANEL SMS 024' 0/0 TOP & BOTTOM ( 5596 ) (15988) OR *la" 5G 0 PANEL SKIN ADHESIVE WANDS) POLYSTYRENE SIDE OVERHANG 12' MAX SEE PANEL SPAN TABLES FOR FASTENER REQUIREMENTS WALL HEADER SEE FOOTNOTES ON PANEL SPAN TABLES FOR LIMITATIONS INTERIOR NON-BEARING OVERHANG SECTION NTS JOINT FASTENER p8 SMS 0 I2 OC (MAY USE 24' OC FOR MWFRS WIND PRESSURES OF 15 PSF OR LESS SEALANT NOTE: SEE GENERAL NOTES FOR PANEL REQUIREMENTS. TYP PANEL JOINT DETAIL ( LEDGER FASTENER TB:B (SEE TABLE UNDER STEP V) ROOF PANEL j8 SMS SEE TABLE BELOW FOR SPACING MWFRS WALL PRESSURE TOP BOTTOM 515 12 12 530 6 540 3 RSY5 EM STRUCTUREI LEDGER ATTACHMENT SECTION NTS P- LEDGER FASTENER T&8 (SEE TABLE UNDER STEP V) CEO 1* 6 ADD. /8 SMS ROOF PANEL NOTE: SEE SEC 3/- & A/ - FOR BALANCE OF INFORMATION. STRUCTURE ATTACHMENT 2 CORNER SECTION O NTS MAR 3 0 2005 N Z J I C-THRU INDUSTRIES, INC. A w U 0 0 W 0 8 5 a 0 0 WET SIGNED DOCUMENT HAS EMBOSSED CORPORATE SEAL UPENCES G 010135 04/31/05 035772-E 09/30/05 94342 w/35/05 19405 10/31/05 45560 10/31/05 m 35/20/05 054201 11/20/05 k 25073-E 12/31/35 53107 12/31/05 10405 12/31/05 65 030178 12/31/05 �a 16635 12/31/05 9174 7/34/05 E-11326 12/31/05 12/31/05 OR 152]2,1 11/31/05 12/31/08 x/00/35 9280 04/30/00 15144 04/30/09 10990 05/38/08 249E0 4545253 04/35/09 W Ex 45542-c 4167 09/30/09 09/30/09 66 14355 u 23748 09/30/09 09/30/06 WO 25455 DI 106313 07/24/06 07/31/04 33304 -035 14953 07/31/06 12/31/35 11138 2/35/06 6477 12/31/06 or 3085605 R 55015 12/31/35 02/28/47 28747 04/02/07 K 30066 03/21/08 6Ew10 03/17/06 STEP I — DEFINE DESIGN PARAMETERS STEP II — DETERMINE "APPLIED" LOADS A. CONTACT LOCAL JURISDICTION FOR ALL PARAMETERS B. DEFINE GOVERNING DESIGN CODE - SELECT ONE 1. UNIFORM BUILDING CODE (UBC) 2. INTERNATIONAL BUILDING CODE (IBC) 3. INTERNATIONAL RESIDENTIAL CODE (IRC) 4. FLORIDA BUILDING CODE (FBC) 5. OTHER C. DEFINE BASIC WIND SPEED (MPH) - SELECT ONE GOVERNING BASIC WIND SPEED (MPH) JURISDICTION Basic Wind Speed') (MPH) IBC, IRC & 85 90 100 110 120 130 140 150 FBC 10 13 15 19 23 27 32 34 UBC 70 75 80 90 100 110 120 130 1. IBC, IRC & FBC WIND SPEEDS ARE FOR 3 -SEC GUST SPEED 2. UBC WIND SPEEDS ARE FOR FASTEST MILE SPEED D. DEFINE °BASIC" DESIGN ROOF LOAD 1. ROOF LIVE LOAD - SELECT ONE a. 10 PSP b. 20 PSF 2. ROOF SNOW LOAD - SELECT ONE a. b. c. d. e. f. 0 PSF 10 PSF 20 PSF 30 PSF 40 PSF 50 PSF g. 55 PSF E. DEFINE EXPOSURE CATEGORY -SELECT ONE 1. EXPOSURE B 2. EXPOSURE C 3. EXPOSURE D NOTE, NOT REQUIRED FOR UBC JURISDICTIONS A. SELECT APPROPRIATE TABLE BASED ON GOVERNING CODE. USE ASCE 7-02 FOR FBC. B. LOCATE APPROPRIATE COLUMN FOR BASIC WIND SPEED. C. LOCATE APPROPRIATE SECTION FOR WIND EXPOSURE, COMPONENT AND DIRECTION OF APPLIED LOAD D. ENTER DESIGN PRESSURES BELOW A. ROOF LIVE LOAD (LL) B. ROOF SNOW LOAD (SL) C. ROOF WIND LOAD -UPWARD (WL..) D. ROOF WIND LOAD -DOWNWARD (WLoowN) UBC Wind Loads Exposure Component Direction of Load Basic Wind Speed') (MPH) 70 80 90 100 110 120 130 B, C or D Root System Upwardt2l 10 13 15 19 23 27 32 34 Downward 0 0 0 0 0 0 0 15 IBC, IRC and ASCE 7-02 Wind Loads Exposure Component Direction of Load Basic Wind Steed (MPH)131 85 90 100 110 120 130 140 150 B 55 Upward 17 19 23 25 29 34 40 46 Roof System Downward 9 10 12 13 15 18 21 24 C 59 Upward 20 23 28 30 35 42 48 55 Roof System Downward 10 12 14 15 18 21 25 29 D 60 Upward 24 27 34 36 43 51 59 67 Roof System Downward 13 14 17 19 22 26 30 35 59 E. DETERMINE APPLIED DOWNWARD ROOF LOAD: 1. LOCATE APPROPRIATE ROW FOR APPLIED WIND PRESSURE. 2. LOCATE APPROPRIATE COLUMN FOR APPLIED ROOF LOAD. 3. THE NUMBER AT THE INTERSECTION OF THE APPROPRIATE ROW AND COLUMN IS THE "APPLIED DOWNWARD ROOF PRESSURE". a. EXAMPLE: b. GIVEN: i. LL=10PSF ii. SL = 20 PSF iii. WLoowNwAao = 10 PSF (IBC, 90 MPH EXP B) c. SOLUTION: 1. THE °APPLIED DOWNWARD ROOF LOAD" IS 22 PSF. Applied Downward Roof Load Applied Wind Applied Roof Loads (Maximum of Live and Snow Loads) - (psf) Pressure (psf) Live Loads Snow Loads 10 15 20 25 30 35 40 45 50 55 0 12 17 22 27 32 37 42 47 52 57 10 15 17 22 34 39 44 49 54 59 64 15 22 22 22 37 42 47 52 57 62 87 20 28 28 28 41 45 50 55 60 65 70 25 35 35 35 47 50 53 58 63 68 73 30 41 41 41 54 56 59 62 67 72 77 35 48 48 48 60 63 65 68 70 75 80 40 54 54 54 67 69 72 74 77 79 83 45 61 61 61 73 76 78 81 83 86 88 50 67 67 67 80 82 85 87 90 92 95 55 74 74 74 86 89 91 94 96 99 101 60 80 80 80 93 95 98 100 103 105 108 1. Assume Roof Dead oad of 2 psf 4 141 MAR 3 0 2005 lialt IEXPUIES APR 0 2 2007 WET SIGNED WITH BLUE INK gg C-THRU INDUSTRIES, INC. s w 0, U U N T E 1 8 5 a2 82/ 2 0 0 s WET SIGNED DOCUMENT HAS EMBOSSED CORPORATE SEAL PROFESSIONAL501 ENGINEERING MENGES yay 080130 08/31/05 PA 355772-E 09/30/05 94382 09/30/08 19405 10/31/05 45580 10/,1/04 CO 34009 11/30/05 054201 11/34/05 25873-E 12/31/05 CA 12/31/04 10493 12/31/03 w 0301179 12/31/45 15508 12/41/08 9134 12/31/05 2-1325 12/31/05 ON E -Nest 12/31/05 152324E 12/31/05 8977 12/37/05 PE -5798 84/30/00 0 9250 N/30/05 15484 04/30/08 10950 04/30/05 2.0 434.5200 04/30/05 -G 05/30/05 YN 41132 05/30/05 1410• SC uo 23776 25455 06/30/06 06/30/09 07/24/06 1013,3 07/31/06 33384 -006 07/31/06 1153 12/31/06 12/31/06 6677 12/31/08 3015605 12/31/05 R 55015 02/28/07 28747 N/02/07 NON 03/31/08 REVISED 03 17/05 STEP III - DETERMINE MAXIMUM PANEL SPAN A. LOCATE APPROPRIATE TABLE FOR DESIRED PANEL THICKNESS. B. LOCATE APPROPRIATE ROW FOR THE APPLIED UPWARD UNIFORM ROOF PRESSURE. C. LOCATE THE APPROPRIATE COLUMN FOR THE APPLIED DOWNWARD UNIFORM ROOF PRESSURE. D. THE NUMBER AT THE INTERSECTION OF THE APPROPRIATE ROW AND COLUMN IS THE 'ALLOWABLE PANEL SPAN IN FEET. V 0 n.•re 9. C co cri 44 y W •cao a 46 w -O c kr V 2 0940 C C E 3 c 0 Allowable Span Table and Uplift Fastener Spacing(11(2)(3) Applied Uplift Wind Pressure for Design (psf) 3.0 Inch - 0.024"-1.5pcf EPS • 0.024" Applied Uplift Wind Pressure for Design Applied Downward Pressure for Design Spacing of Fasteners Basic Load Case Patio Live Load (psf) Snow Load (psf) 10 15 20 25 I 30 20 25 30 35 40 45 50 55 10 18.10 15.70 14.10 Special Engineering Required FOS must be increased to 3.01M 12.40 11.20 10.30 s.so 8.90 8.40 7.90 7.50 10" 10 15 7" 15 20 18.00 6" 20 25 16.00 5" 25 30 14.60 14.60 5" 30 35 13.20 13.20 13.20 4" 35 40 11.60 11.60 11.60 4" 40 45 10.20 10.20 10.20 Per AC04 10.20 10.20 10.20 12.20 12.20 12.20 3" 45(5) 4" 45 50 9.20 9.20 9.20 11.00 113116111:131211( 11.00 3" 50 55 10.00 10.00 10.00 4" 50 55 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 8.30 4" 55 Allowable Span Table and Uplift Fastener Spacinglll(2)(3( Applied Uplift Wind Pressure for Design (psf) 4.0 Inch - 0.024" • 2.0pcf EPS - 0.024" Applied Uplift Wind Pressure for Design Applied Downward Pressure for Design Spacing of Fasteners Basic Load Case Patio Live Load (psf) Snow Load (psf) 10 15 20 25 I 30 20 25 30 35 4015) 45)5) 50151 5510 10 21.80 1900 17.20 Special Engineering Required FOS must be increased to 3.0 per AC04 15.40 14.10 13.00 12.20 11.40 10.80 10.30 9'80 10" 10 15 7" 15 20 20.60 5" 20 25 18.30 1830 5" 25 30 16.70 16.70 16.70 4" 30 35( 5) 15.40 15.40 15.40 4„ 35(5) 40(5) 13.80 13.80 13.80 13.80 13.80 4" 4015) 45(5) 12.20 12.20 12.20 12.20 12.20 12.20 3" 45(5) 50 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 3" 50 55 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 3" 55 Allowable Span Table and Uplift Fastener Spacing(1)(2))3) Applied Uplift Wind Pressure for Design (psf) 6.0 inch - 0.024" - 2.0pcf EPS - 0.024" Applied Uplift Wind Pressure for Design Applied Downward Pressure for Design Spacing of p 9 Fasteners Basic Load Case Patio Live Load (psf) Snow Load (psf) 10 15 20 25 I 30 20 25 30In 35(5) 40(55) ( 4551 50(6) ( 55) 10 23.00 23.00 22.00 Special Engineering Required FOS must be increased to 3.0 per AC04 19.60 16.20 15.10 14.20 13.40 12.70 12.10 10" 10 15 7" 15 2017.70 5" 20 2515) 21.00 21.00 21.00 4" 25 30(5) 19.10 19.10 19.10 19 i 4" 30 35)5) 17.60 17.60 17.60 17A0 17 60 3" 35 40)4) 16.50 16.50 16.50 16 50 16 50 3" 40 45j51 15.50 15.50 15.50 15 1 15 i 15 4 - 3" 45 50(5) 14.20 14.20 14.20 14.20 1420 1420 1420 3" 50 55)5) 12.90 12.90 12.90 12.90 12 90 12.90 12.90 12.90 12.90 3" 55 Notes: (1) - Roof Panels are intended for use with a Patio Enclosure as defined In Appendix Chapter 31 of the Uniform Building Code, Appendix Chapter I of the International Building and Appendix Chapter H of the International Residential Code. All superimposed loads presented above are uniform in nature. Consideration shall be given to non-uniform loads such as those associated with snow build-up and areas of discontinuity for wind loads. Unless otherwise noted, the maximum eave projection of the roof system is 24 -inches. (2) Panel Spans are based on a maximum temperature differential between the two panel skins of 10 degrees fahrenheit. (3) #14 SMS with 1.0" diameter plate washer and neoprene Insert. Length of screw shall be a minimum of 1" longer than the thickness of the LRP. Alloy and minimum thickness of header shall be 6063-T6 and 0.062 inches, respectively. (4) Minimum panel slopes shall be A' per foot for Patio Live Loads and 'A" per foot for Snow Loads. Minimum panel slopes are based on panel deflection only. Increased slopes will be required where panel accessories, such as mullions or flashing , can increase ponding caused by Irregularities In the water flow path. (5) Requires Heavy Duty (HD) hanging rail or spade' engineering to reduce applied load to hanging rail. alAPB 0 2 2007 'WET SIGNED DOCUMENT HAS MAR 3 0 2005 Ighg C-THRU INDUSTRIES, INC. 1- 50 - GA LL8I- r 0 w U U 3 x 5 ii 5 ft a 8 0 WET SIGNED WITH BLUE INK EMBOSSED CORPORATE SEAL 1 91 000136 00/37/00 PE - 235772 -E 09/30/00 44/30/09 19405 10/31/05 45000 10/31/03 17/3005 11/30/03 255734 12/31/05 53107 12/31/05 10495 12/31/05 WOnp 12/31/05 10500 12/31/05 2174 ❑/37/10 E-11323 12/31/03 4-44641 12/31/05 12/31/05 W77 12/31/05 K-0795 41/04/049 9250 04/30/00 20 13604 04/04/09 10960 04/03/09 NI 41/30/Oe w w 45542-1 YN 41532 121 14355 06/30/049 44/30/00 04/30/00 sc 45774 00/30/00 110 07/24/06 106313 -553"006 14953 07/31/06 07/37/06 12/31/08 NY w 5053 11150 12/31/06 71/31/04 3096405 11/31/06 55015 04/09/07 20747 44/02/07 07/31/00 RF09Fa 67/17/05 STEP IV - DETERMINE ALLOWABLE WIDTH TO PROJECTION RATIO A. LOCATE APPROPRIATE TABLE FOR GOVERNING CODE. USE ASCE 7-02 FOR FBC. B. LOCATE APPROPRIATE COLUMN FOR BASIC WIND SPEED. C. LOCATE APPROPRIATE ROW FOR WIND EXPOSURE. 0. THE NUMBER AT THE INTERSECTION OF THE COLUMN AND ROW IS THE MINIMUM ALLOWABLE ROOF WIDTH TO ROOM PROJECTION RATIO. EXAMPLE: GIVEN: IBC, BASIC WINO SPEED = 90 MPH EXPOSURE C SOLUTION: MINIMUM WIDTH TO PROJECTION RATIO = 1.50 THEREFORE, AN ENCLOSURE WITH A ROOM PROJECTION OF 10 FEET SHALL HAVE A MINIMUM ROOF WIDTH OF 15 FEET. UBC Allowable Width to Projection Ratios Exposure Basic Wind Speed( 1 (MPH) 70 80 90 100 110 120 130 5,C BD 1.00 1.50 1.50 1.50 1.75 2.00 2.25 IBC, IRC and ASCE 7-02 Allow. Width to ProJ. Ratios Exposure Basic Wind Speed(1 (MPH) 85 90 100 110 120 130 140 B 1.50 1.50 1.50 1.50 1.75 1.75 2.25 C 1.50 1.50 1.50 1.75 2.00 2.00 2.25 D 1.50 1.50 1.75 2.00 2.25 2.25 2.50 STEP V - DETERMINE FASTENERS FOR ATTACHMENT RAIL A. LOCATE APPROPRIATE COLUMN FOR TYPE OF CONSTRUCTION MATERIAL USED FOR EXISTING STRUCTURE. B. LOCATE APPROPRIATE ROW FOR APPLIED ROOF LOAD. C. INTERSECTION OF APPROPRIATE ROW AND COLUMN INDICATES THE FASTENER REQUIREMENTS FOR CONNECTING THE ATTACHMENT RAIL TO THE EXISTING STRUCTURE. FASTENERS FOR CONNECTING ATTACHMENT RAIL TO EXISTING STRUCTURE Applied Roof load (Ps8 Stud Wall Gr = 0.042 or greater COMM('Sp Less than or Equal to Two 5/16" Diem Lag Screws @ 16" oc. 2.5' min. embed into solid wood. Two 3/8" Diem Hilti KB II (18 16' oc. 21/2• min embed. Lass than or Equal l0 40 Two 5/18' Diem Lag Screws @ 12' oc. 2 5' min. embed Into solid wood. Two 318" Diam Hilti KB II © 12" oc. 2 1/2" min embed. MAR 3 0 2005 LI" Q' '^ J P gg 01,3 2 h CC F CL5 0 0 3 0 x 5 a WET SIGNED DOCUMENT HAS EMBOSSED CORPORATE SEAL 6 063736 06/31/00 4/30/05 04/30/0 *09044 10/31/05 mp1/4 11/]0/0 11/30/0 HC13-E 12/3*/05 53407 12/31/0 1WO 12/31/05 00130170 12/31/05 12/31175 6174 12/0pb3 5-11326 12/31/05 E-64451 *2/31/05 1623205 12131/05 12/31/05 PE -6706 09/00/4 04 04/30/00 1514 4/30/00 *0000 4/30/06 4/30/00 w 435142-C 036 41602 10355 23720 W/30/06 09/0/4 06/30/06 06/2/4 440 2514 07/20/.... 3N 106313 73304 -W6 14053 07/04/4 07/31/00 12/31/00 ENCLOSURE W0511 ENCLOSURE WIDTH RAFTER SPAN 4'-0" -11- 4'-0" 4'-0" .- 4•-0" -N- 4'-0" CURVED GLASS 0911111111 COIIIE 111211111111 WPM WM SOLID LRP STRAIGHT GLASS END WALL GLASS CURVED GLASS *1136 12/31/4 2131/4 300405 11/31/W 5»15 02/20/07 26'707 4/4/07 A2 03/31/06 REVISED 03/17/05 END W RAFTER SPACING FRONT R STIS0001RS - BEARING WALL ROOF RAFTERS TYPE I — SHED ROOF ROOF PLANS NOTE: CURVED FAZE SHOWN STRAIGHT EAVE SIMILAR RAFTER SPACING ' GR -2 END WALL 44111.44 SOLID LRP RIDGE BEAM TYPE 11 — GABLE ROOF RAFTERS END WALL t/4' = - RAFTER SPAN i SEE ALLOWABLE CURVED ROOF RAFTER 3 1 RAFTER SPAN TABLE GLASS ®CI Cal IVAI zr wrn GLASS EXIST COVER .STRUCTURE 12 1© 3/r- 11 /B"- 15" INSIDE RADIUS L_J MULLION SPACING -- 48" OC MAX NOTES: "X" BRACE OPTION SEE E30 DRAWINGS PLACE ON END WALL FOR GABLE ROOF OPTION I. "34" BRACE OR EMBED POST BRACE OPTION SHALL BE USED W/ All GLASS ROOF SYSTEMS. 2. ENCLOSURE SYSTEM SHALL BE AS OERNED W/IN THIS DRAWING PACKAGE. L_ L BEARING WALL ELEVATION NTS EMBEDDED POST OPTION P Q EA CORNER) CURVED EAVE END WALL ELEVATION NTS ALL RAFTER STIFFENERS CURVED GLASS NOTE: CURVED EAVE SHOWN STRAIGHT EAVE 51MIUJ2 NOTE: ENCLOSURE BELOW COVER MAY BE MIMED PRONDED A0EGLUTE SUPPORT FRAMING L5 PROVIDED 0 FRONT EAVE. FRAMING SHALL BE SIGNED 44 SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE LOCAL JURISDICTION. 12" ROOF RAFTER — 3/8"•2" r CURVED EXIST GLASS STRUCTURE A C-THRU INDUSTRIES, INC. m 0 E0/) W z 0< ce 0 0 EMBEDDED POST OPTION (NP (14 EA CORNER) STRAIGHT EAVE END WALL ELEVATION MAR 3 0 2005 NTS BMWS DOPR 0 2 2007 WET SIGNED WITH BLUE INN R 8 WET SIGNED DOCUMENT HAS EMBOSSED CORPORATE SEAL 4 In 41 \ 0 r CR -2 T .r 3 CR -2 e *1136 12/31/4 2131/4 300405 11/31/W 5»15 02/20/07 26'707 4/4/07 A2 03/31/06 REVISED 03/17/05 END W RAFTER SPACING FRONT R STIS0001RS - BEARING WALL ROOF RAFTERS TYPE I — SHED ROOF ROOF PLANS NOTE: CURVED FAZE SHOWN STRAIGHT EAVE SIMILAR RAFTER SPACING ' GR -2 END WALL 44111.44 SOLID LRP RIDGE BEAM TYPE 11 — GABLE ROOF RAFTERS END WALL t/4' = - RAFTER SPAN i SEE ALLOWABLE CURVED ROOF RAFTER 3 1 RAFTER SPAN TABLE GLASS ®CI Cal IVAI zr wrn GLASS EXIST COVER .STRUCTURE 12 1© 3/r- 11 /B"- 15" INSIDE RADIUS L_J MULLION SPACING -- 48" OC MAX NOTES: "X" BRACE OPTION SEE E30 DRAWINGS PLACE ON END WALL FOR GABLE ROOF OPTION I. "34" BRACE OR EMBED POST BRACE OPTION SHALL BE USED W/ All GLASS ROOF SYSTEMS. 2. ENCLOSURE SYSTEM SHALL BE AS OERNED W/IN THIS DRAWING PACKAGE. L_ L BEARING WALL ELEVATION NTS EMBEDDED POST OPTION P Q EA CORNER) CURVED EAVE END WALL ELEVATION NTS ALL RAFTER STIFFENERS CURVED GLASS NOTE: CURVED EAVE SHOWN STRAIGHT EAVE 51MIUJ2 NOTE: ENCLOSURE BELOW COVER MAY BE MIMED PRONDED A0EGLUTE SUPPORT FRAMING L5 PROVIDED 0 FRONT EAVE. FRAMING SHALL BE SIGNED 44 SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE LOCAL JURISDICTION. 12" ROOF RAFTER — 3/8"•2" r CURVED EXIST GLASS STRUCTURE A C-THRU INDUSTRIES, INC. m 0 E0/) W z 0< ce 0 0 EMBEDDED POST OPTION (NP (14 EA CORNER) STRAIGHT EAVE END WALL ELEVATION MAR 3 0 2005 NTS BMWS DOPR 0 2 2007 WET SIGNED WITH BLUE INN R 8 WET SIGNED DOCUMENT HAS EMBOSSED CORPORATE SEAL DOETNWG LICENCES B G 02013* 0/31/05 PA 152772-E 00/30/05 mro/r< 1.405 10/31/03 10/37/00 042- 054001 11/00/06 25,73-E 13!31/06 SPOT 12/31/05 10495 70/31/05 EN owns 12/37/07 16700 12/31/0 E-17320 12/31/303 12/31/05 56.321E / 1/04 6977 12/31/15 P£-079$ 0/30/06 00/30/09 08/30/00 10000 02/30/0$ 0 02/30/01 010/09 4152 7/3355 23770 0/00/0 0/30/0 0/30/0 07/24/06 13* 109373 07/37/05 -0e 07/37/OF 10453 10/31/49 1113$ 12(01/00 9/31/49 10 a 12/31/49 24747 04/02/07 0/35/0 Emu, 03/77/5 INSULATED GLASS RUBBER FTER 6-114 SMS o EA RAFT (NOTE 1) 2-18 SMS 0 EA RAFTER SECT ON 112 TEK 0 12' OC RUBBER NATE) ROOF PANEL 8BER SECTION RAFTER CAP INSULATE ROOF RAFTER 3IC NOTES: CONT (AL) I 1/4"a 1/4"x.060" 2-114 SMS 0 EA RAFTER 2-18 SMS 0 EA RAFTER 1. MAY USE 4-114 FOR ROOF & WALL WIND PRESSURES c 25 PSF. 2. SEE TABLE BELOW FOR MAX WALL HT BASED ON HEADER CONNECTION. Max Wall Ht based on Wall Header Railer Rafter Applied Wall Pressure Type Spacing 15 ps1111 25 psF'1 40 ps11'1 60 ps111I 4346 24' 12' . 0" 12/.0" 8' • 0" 6' - 8" 42'648" 12'-0' 8'-0' 6'-8" N/A 4351 24' 12'•0' 17.0" 12'-0' 10'-0' 42" & 48" 12' - 0' 12' • 0" N/A NIA Applied load shall be less than or equal to that shown 324 RUBBER INSULATED GLASS 112 TEK 0 12' OC R CAP RUBBER FILLER BLOCK FLASHING 4-18 TEK 0 EA WALL MULLION EXPANSION TRACK WALL MULLIONS SECTION STRAIGHT EAVE OPTION CURVED EAVE OPTION SECTION HALF STIFFENER GAP DOUBLE BACK DOUBLE BACK (NOTE 1) SEALING TAPE (TTP) TAPE ( 4006 ) INSULATED GLASS TEKS 0 12' 00 NOTE I. STIFFENER CAP SHALL BE CONTINUOUS OIER RAFTERS. NOTCH SCREW CR0065 FOR RUSH FR 0 RAFTERS. MINIMUM SECTOR LENGTH SHALL 8E 8'-0'. SECTION HALF STIFFENER CAP (NOTE 1) INSULA GLASS RUBBER 18 5245 0 12' OC U/43/440.07 D'-2 1/2' LNC 6063-16 RAFTER STIFFENER TED ROOF PANEL DRAWINGS CKID SECTION MAR 3 0 2005 E»sAPR 0 2 717^T SL1 1*14MU 171111 awe 061/3 I U INDUSTRIES, INC. v F- 0 a p) 0 0 S NN WET SIGNED DOCUMENT HA5 EMBOSSED CORPORATE SEAL "II 06 ENdNEEAING LICENCES PA P5- 354772-1 06/30/05 r6 64202 06/30/05 6R 10/31/112 (4/31/55 34000 11/20/03 11/30105 25123-E 12/34Ax 53107 12/31/03 10495 12/31/05 12/31/03 15.905 12/31/05 9174 12/31/05 wE 1-11323 12/31/05 oa E-51661 12/31/65 162323E 12/31/05 12/31/05 N PE -1766 05/30/05 10 6210 01/30/06 KS 15464 40 14644 1A, 240E0 434'200 45542EN -0 544 41532 00/30/06 04/30/41 01/30/06 46/30/06 Y 14356 5C 237/6 4b 25455 34 146313 06130/46 06/30/06 06/30/01 07/24/06 N 14053 NY ,1135 07/31/06 07/31/06 12/31/06 72/35/05 346 1677 12/31/06 40 rL 306 603 12/31/06 53015 01/20/01 WA 24141 00 REBS 0 61/10/01 04/02/00 20066 61/31/01 GLASS EMT COVER STRUCTURE INSULATED GLASS ATTACHMENT CHANNEL FASTENER T&B SEE INSULATED TABLE UNDER STEP V GLASS RAFTER ROOF PANEL 2.2.0.10', FILLER 0`-2 1/4' CHANNEL 1 LNG TIP E5 OF 5545 0 24' OC GLASS EXIST COVER STRUC /14 SMS j ATTACHMENT ATTACHMENT CHANNEL CHANNEL BETWEEN RAFTERS SECTION HALF 3-/10 SMS E5 OF ROOF RAFTER (ANGLE TO HANGRAIL) (NOTE I) L 3-/10 545 ES OF ROOF RAFTER (NOTE 1) NOTES: MAY OMR CENTER SCREW FOR APPUED ROOF LOADS < 25 P5F. @ RAFTER COVER SYSTEM LRP OR GR EXST ROOF RAFTER 0 24' 0C 0 (MAX) COVER SYSTEM ATTACHMENT RAIL EXST FACIA, (206 MIN) (SPGR Z .49) 2 (2 - A34) 51MP50N FRAMING BRACKET(5 k- 'EP' 4 SEE TABLE 3 STRUCTURALLY ADEQUATE SUPPORT, (BY OTHERS) Tabl6 5 Mao. MOW Eava Pro)6etton(E P) 54 .55.1 P 11.0(06 Lewd 616.004 10 14 30 40 204 FW 13 NA NA NA 266 Natmed 20 NA NA NA 246 Full 27 16 Wl NA 216 Not.. 33 23 NA NA 246 Full 41 29 22 NA ATTACMENT @ EXIST EAVE PROJECTION SECTION HALF MAR 3 0 2005 APR ULLUU wU - sTONEO VRI( V1LUE INK M (CC 2 a l C-THRU INDUSTRIES, INC. w N >- 07 pp8P ce W CO 5 CD 0 N 0 za g g N IWET SIGNED DOCUMENT HAS EMBOSSED CORPORATE SEAL - SlnnAnM PinnxU 3 04/31/05 P4 m/34/35 05/30/65 lam 10/31/65 10/31/35 3/00M 11/33/05 AL 25613-0 12(31/05 u 137 12/31/05 ME 10495 12/31/04 4 1113,/05 a 15501 12/31/5 12/31/45 NE E-11126 12/31/45 1 17/31/0! 05 242320E 17/31165 w an 12/31/05 34/20/04 e 4295 01/33/05 NS 151M 04/20/04 34 10560 04/33/00 04/30/01 34/33/a mi 41512 SC 73734 40 23455 114 106313 4 33384 -040 44 14953 05/34/45 36/30/65 34/33/05 01/24/06 02/31/00 01/3,/05 12/31/06 11138 15/31/24 eon 12/31/06 12/31/06 550,5 02/25/37 24747 04/02/01 N 34044 03/31/04 WED 51/11/05 4 STEP I — DEFINE DESIGN PARAMETERS A. CONTACT LOCAL JURISDICTION FOR ALL PARAMETERS B. DEFINE GOVERNING DESIGN CODE - SELECT ONE 1. UNIFORM BUILDING CODE (UBC) 2. INTERNATIONAL BUILDING CODE (IBC) 3, INTERNATIONAL RESIDENTIAL. CODE (IRC) 4. FLORIDA BUILDING CODE (FBC) 5. OTHER DEFINE BASIC WIND SPEED (MPH) - SELECT ONE GOVERNING JURISDICTION BASIC WIND SPEED (MPH) IBC, IRC & FBC 85 90 100 110 120 130 140 150 UBC 70 75 80 90 100 110 120 130 1. IBC, IRC & FBC WIND SPEEDS ARE FOR 3 -SEC GUST SPEED 2. UBC WIND SPEEDS ARE FOR FASTEST MILE SPEED D. DEFINE 'BASIC' DESIGN ROOF LOAD 1. ROOF LIVE LOAD - SELECT ONE a. 10 PSF b. 20 PSF 2. ROOF SNOW LOAD - SELECT ONE a. 0 PSF b. 10 PSF c. 20 PSF 9. 30 PSF e. 40 PSF 1. 50 PSF p. 55 PSF E. DEFINE EXPOSURE CATEGORY - SELECT ONE 1. EXPOSURE B 2. EXPOSURE C 3. EXPOSURE D NOTE, NOT REQUIRED FOR UBC JURISDICTIONS STEP II - DETERMINE "APPLIEDJOADS A. B. c, SELECT APPROPRIATE TABLE BASED ON GOVERNING CODE. USE ASCE 7-02 FOR FBC. LOCATE APPROPRIATE COLUMN FOR BASIC WIND SPEED. LOCATE APPROPRIATE SECTION FOR WIND EXPOSURE, COMPONENT AND DIRECTION OF APPLIED LOAD ENTER DESIGN PRESSURES BELOW A. ROOF LIVE LOAD (LL) B. ROOF SNOW LOAD (SL) C. ROOF WIND LOAD -UPWARD MLR) D. ROOF WIND LOAD -DOWNWARD (WLoow5) UBC Wind Loads Exposure Component Direction of Basic Wind Spea& (MPH) (MPH)13f 10 Load 70 80 90 100 110 120 130 B, C or D Roof System Upwardl21 10 13 15 19 23 27 32 34 40 Downward 0 0 0 0 0 0 0 IBC, IRC and ASCE 7-02 Wind Loads Exposure Component Direction of Baslc Wind Seed (MPH)13f 10 15 Load 85 90 100 110 120 130 140 150 B Roof System Upward 17 19 23 25 29 34 40 46 18 20 Downward 9 10 12 13 15 18 21 24 C Roof System Upward 20 23 28 30 35 42 A8 55 31 31 Downward 10 12 14 15 18 21 25 29 D Roof System Upward 24 27 34 38 43 51 59 67 44 44 Downward 13 14 17 19 22 26 30 35 E. DETERMINE APPLIED DOWNWARD ROOF LOAD: 1. LOCATE APPROPRIATE ROW FOR APPLIED WIND PRESSURE. 2. LOCATE APPROPRIATE COLUMN FOR APPLIED ROOF LOAD. 3. THE NUMBER AT THE INTERSECTION OF THE APPROPRIATE ROW AND COLUMN IS THE 'APPLIED DOWNWARD ROOF PRESSURE', a b. EXAMPLE: GIVEN: i. LL=10PSF ii. SL = 20 PSF til. WLo .,05452 = 10 PSF (IBC, 90 MPH EXP B) SOLUTION: i. THE 'APPLIED DOWNWARD ROOF LOAD' IS 26 PSF. Applied Downward Roof Load Applied Wind Applied Roof Loads (Maximum of Live and Snow Loads) - (psi) Pressure (Psi) Live Loads Snow Loads 10 15 20 25 30 35 40 45 50 55 0 15 20 25 30 35 40 45 50 55 60 10 18 20 25 37 42 47 52 57 62 67 15 25 25 25 40 45 50 55 60 65 70 20 31 31 31 44 48 53 58 63 68 73 25 38 38 38 50 53 56 61 66 71 78 30 44 44 44 57 59 62 65 70 75 80 35 51 51 51 63 66 68 71 73 78 83 40 57 57 57 70 72 75 77 80 82 86 45 64 64 64 76 79 81 84 86 89 91 50 70 70 70 83 85 88 90 93 95 98 55 77 77 77 89 92 94 97 99 102 104 60 83 83 83 96 98 101 103 106 108 111 1. Assume Roof Dead Load of 5 psf 41 u 3 U MAR 3 0 2005 lb� at�01YAL� axmins APR 022002 s Ce8 THRU INDUSTRIES, I U WET SIGNED DOCUMENT HAS WET SIGNED WITH BLUE INN EMBOSSED CORPORATE SEA& G PA a a 069165 94392 19405 25973-5 53107 10495 !N 470175 19905 9,74 C-11320 14232PE 9977 15444 70069 4255290 45542-C 105113 STEP III - DETERMINE ALLOWABLE RAFTER SPAN A. LOCATE APPROPRIATE ROW FOR THE RAF 1 ER TYPE USED AND RAFTER SPACING. B. LOCATE THE APPROPRIATE COLUMN FOR THE APPLIED ROOF LOAD. USE MAXIMUM OF UPWARD AND DOWNWARD APPLIED LOADS. C. THE NUMBER AT THE INTERSECTION OF THE APPROPRIATE ROW AND COLUMN 15 THE 'ALLOWABLE RAFTER SPAN". Allowable Rafter Span (fee Rafter Type Rafter Spacing Applied Roof Load ( sf) 10 15 20 110 30 40 50 60 5 Cr//).t"gw 24 Load 18.3 Wall System In or Out 12 13 18 17 42 16.9 16.9 14.8 '/''225J 1 E G 93a In or Out 14 16 48 18.0 13.7 1 .1z 39 D 1 1 `$. 24 22.4 20.3 18.9 • 42 .9 6.5 6.0 42 18.9 17.1 15.4 12.2 9 1 9 1 48 18.1 16.3 14.5 22.0 j' 13.1 10.5 8,7 Notes: 01 Curved Eave Option may only be used with 60" Mullion Spacing (2) Straight Eave Option may only be used with 24" Rafter Spacing STEP IV - DETERMINE ALLOWABLE PROJECTION BASED ON LATERAL LOADS A. DETERMINE APPLIED WIND LOAD. 1. SELECT APPROPRIATE TABLE BASED ON GOVERNING CODE. USE ASCE 7-02 FOR FBC. 2. LOCATE APPROPRIATE COLUMN FOR BASIC WIND SPEED. 3. LOCATE APPROPRIATE SECTION FOR WIND EXPOSURE, 4. THE NUMBER AT THE INTERSECTION OF THE APPROPRIATE ROW AND COLUMN 15 THE APPLIED WIND LOAD TO SIDE WALL. UBC Wind Loads Exposure Component Direction of Load Basic Wind Speed111 (MPH) 70 80 90 100 110 n 120 130 B, C or 0 Wall System In or Out 10 13 15 19 23 27 32 IBC, IRC and ASCE 7-02 Wind Loads Exposure Component Direction of Basic Wind Speed (MPH)(3) $5 20 100 110 120 130 140 150 55 60 Load B Wall System In or Out 12 13 18 17 21 24 28 33 G Wall System In or Out 14 16 20 21 25 30 34 39 D Wall System In or Out 17 19 24 26 31 36 42 48 1. Fastest Mile 2. Uplift Pressures may be reduced by 25 percent for enclosures less than or equal to 10 feet tall. 3. 3 -Second Gust Speed B. DETERMINE THE MAXIMUM ALLOWABLE PROJECTION BASED ON LATERAL LOAD. 1. SELECT APPROPRIATE TABLE FOR LATERAL BRACING SYSTEM USED. 2. LOCATE APPROPRIATE COLUMN FOR APPLIED WIND LOAD TO SIDE WALL. 3. LOCATE APPROPRIATE ROW FOR FRONT WALL HEIGHT. 4. THE NUMBER AT THE INTERSECTION OF THE APPROPRIATE ROW AND COLUMN IS THE MAXIMUM ALLOWABLE ROOM PROJECTION FOR THE LATERAL BRACING SYSTEM. 5. IF THE MAXIMUM ALLOWABLE RAFTER SPAN DETERMINED WITHIN STEP III 15 LESS THAN THE MAXIMUM ALLOWABLE ROOM PROJECTION DETERMINED IN THIS STEP, THE MAXIMUM RAFTER SPAN CONTROLS. Allowable Pro'ection Applied Wind Load (MWFRS) to Side Well A lo ble Pro IOD Front Wall Height (ft) Applied Wind Load (MWFRS) to Side Wall ® 20 MEI= IEEE �r F Allowable Prosection 30 Allowable Pro'ection rant Wall lelght (ft) Applied Wind Load (MWFRS) to Side Wail 10 ® 20 El MEM NEEMEEICall ®REICImiiui 100011031. 1117,1i 99 EMI 11193111103 Allowable Pro'ectlon ront Wall leight (ft) AppSed WIrsd Load (MWFRS) to Side Wall ® 20 ® 30 9 t 1•abi111413. MEM, CCU Embedded Pole Option with 18" Diem Footing Front Wall Height (ft) Applied Wlnd Load (MWFRS) to Side Wall 10 15 20 25 30 35 40 45 50 55 60 7.0 22.0 22.0 21.5 17.2 14.3 12.3 10.8 9.6 8.6 7.8 7.2 7.5 22.0 22.0 19.6 15.7 13.1 112 9.8 8.7 7.8 7.1 6.5 8.0 22.0 22.0 17.9 14.4 12.0 10.3 9,0 8.0 7.2 6.5 6.0 9.0 22.0 20.3 15.2 12.2 10.2 8.7 7.6 6.8 6.1 5.5 5.1 10.0 22.0 17.5 13.1 10.5 8,7 7.5 6.6 5.8 5.2 4.8 4.4 12.0 20.1 13.4 10.1 8.0 6.7 5.7 5.0 4.5 4.0 3.7 3.4 MAR 3 0 2005 EXPIRE APR 022007 WET SIGNED WfTH BLUE INN U z .12 02 ex ex r U S 3 WET SIGNED DOCUMENT HAS EMBOSSED CORPORATE SEAL a 000130 00/31/05 Pt- far/14 00/11/m 00/10/00 1950 10/31/05 4930 10/01/40 0/04/95 11/00/05 2013-E 12/31/05 10/3I/b5 19405 10/32/'6 EN 900110 tsnl/05 IMO 12/01/9'i 911. 12/01/06 0-11320 12/31/05 E-9101 12/31/05 00252PE 0/31/0 12/31/05 PC -0190 04/30/0 01/06/05 1500 04/34/05 20404 W/30/05 0042-C 04/30/W 00/30/05 MN 01032 05/39/05 00/30/00 05/30/06 N4 0540 01/24/'. 01/31/06 12/41/00 11/11/0 u 3000 03/31100 !nem W/n/w STEP V - DETERMINE ALLOWABLE WIDTH TO PROJECTION RATIO A. ALL GLASS ROOF SYSTEMS SHALL HAVE A MINIMUM WIDTH TO PROJECTION RATIO OF 1.0. FOR EXAMPLE, AN ENCLOSURE WITH A ROOM PROJECTION OF 10 FEET SHALL HAVE A MINIMUM ROOF WIDTH OF 10 FEET. STEP VI — DETERMINE FASTENERS FOR ATTACHMENT CHANNEL, A. LOCATE APPROPRIATE COLUMN FOR TYPE OF CONSTRUCTION MATERIAL USED FOR EXISTING STRUCTURE. E. LOCATE APPROPRIATE ROW FOR APPLIED ROOF LOAD. USE MAXIMUM OF UPWARD AND DOWNWARD ROOF LOADS. C. INTERSECTION OF APPROPRIATE ROW AND COLUMN INDICATES THE FASTENER REQUIREMENTS FOR CONNECTING THE ATTACHMENT RAIL TO THE EXISTING STRUCTURE. FASTENERS FOR CONNECTING ATTACHMENT RAIL TO EXISTING STRUCTURE Applied Roof Load (Pe) Stud Wall Sp Gr = .042 r greater Concrete Lass than or Equal to 25 Two 5/16' Diem Lag Screws © 16" oc. 2.5" min. embed Into solid wood. Two 3t6' 000m HIP KB II (0) 16' oc. 2 1/2" min embed. Less than or Equal to 40 Two 5/16' Diam Lag Screws @ 12" oc. 2.5" min. embed into solid wood. Two 316" Diam Hilti KB 11 fp 12" oc. 2 1/2" min embed. MAR 3 0 2005 EXPIRES WET SIGNED WITH BLUE INK Ia S8 u C0 K 6 a WET SIGNED DOCUMENT HAS EMBOSSED CORPORATE SEAL 0 0 0E0131 0/31/05 23/30/05 23/30/05 19405 10/31/61 10/31/05 1lm/W 11/22/05 35673-E 1031/05 CA 83107 12/51/05 10495 12/31/06 E5 030178 1/31/05 !0/3005 9174 1/37/05 E-11323 13/31/05 [_04061 12/31/05 10232PE 12/31/05 0077 1/31/03 1£-6796 0/30/06 04/30/0 15114 04/22/23 10.500 0/30/05 55/22/23 04 45542-0 06/30/06 41532 03/30/06 14306 6/30/06 s6 23773 66/30/0 67/24/06 106313 07/31/06 N 33C304 07/31/00 14953 13/31/0 11136 12/11/66 W31 /23 3081605 55015 2270 12/31/06 02/2/07 0/0/07 03/31/08 REVISED 03/17/05 DETAIL ( 3491 ) HALF RN DETAIL(2505 HALF ) 4.810 2.604 �1.336r t=.075 .! ` t=.075 6063—T5 } 5.431 4.228 6063-15 L 4,807 0.65 *-- 2.125 DUAL PANE 65 1 { 1.737 2.125 4 SINGLE PANE INSERT ATTACHEMNT CHANNEL ATTACHEMNT CHANNEL RAFTER STIFFENER STIFFENER CAP DETAIL DETAIL DETAIL DETAIL DETAIL HALF ( 3638) 304.E ( 42386) HALF ( 42396) HALF ( 4053) HALF ( 4006 ) 0.426 t=.075 6063—T5 2.881 1.557 1 r 1.750 t,.062 0.437 —IU I� 6063—T5 0.310 J1, 0.720 MAR 3 0 2005 xPVRE 0 0 i C-THRU INDUSTRIES, INC. y � 0 423 a 8 2 3 0 2 1 9. a s 0 'ExPlusAFT 0 2 2007 WET SIGNED DOCUMENT HAS WET SIGNED WITH BLUE INK EMBOSSED CORPORATE SEAL PRC1E5510141 23422111114114 uaNC2S NY 083136 00/31/40 PE - MM -E 00/30/05 tt 40/30/30 19126 10/31/00 43600 10/31/05 30/03 062 11/30/03 N 30073-E G 53107 12/31/05 12%31/05 NE 10444 12(31/03 NO EX mono 12/31/05 10500 12/31/05 0174 ROOF PROJECTION 2'-O' A1A0 O.H. ROOF PANEL FILLER 3/8-2F1 2 PANEL -_-[I,:. �,i1b02 AA E111111i !.. Mil .._ QSIM 1E30-2 SUPPORT SLAB OR DGGEEECNNK TT[[ FEOER REQUI Naf4 MFA, 1YP END WALL STANDARD NON-BEARING MULUON SPACING ELEVATION O FILLER PANEL (OPTIONAL) SEE TABLE SIDE 0.H. 12` MAX FILLER PANEL (OPTIONAL) R liiiuinuiIiHuIiI1011111=I (30-2 FILLER� (OPTIONAL) OPTIONAL DOOR ULLION SPACIN FRONT WALL ELEVATION TYPICAL SHED STYLE ENCLOSURE (OPTIONAL) SEE GENERAL NOTES FOR REQUIRED OPEN ANSA. (TP) 01 01 12/31/05 E-05531 12/31/30 ,42355 12/31/05 WY 0017 12/31/05 0 1E-0744 6677 04/30/06 04/30/40 30/30/06 01/30/00 .1134/ 041 40/30/40 5/30/a 05/30/06 40/10/006 07/24/06 07/31/06 07/31/06 12/31/06 12/31/06 14/31/01 12/31/40 FILLER PANEL (OPT10 ROOF PROJECTION 12' MAX O.H. ILL EXIST STRUCTURE ROOF PANEL 3/16` 2'-0' MAX O.H. ==�111111� . 2 SUPPORT SUB I' OR DECK SEE GENERAL NOTES FOR REQUIRED OPEN AREA (TSP) STANDARD BE0 PANEL M 04 MULLION SPACING (OPTIONAL) END WALL ELEVATION m FILLER PANEL (OPTIONAL) 3 3/8 IE© ISIM (n 12 E30-2 2 FILLER PANE RIDGE BEAM SUPPORT NOTE 2 ROOF PANEL E® 44.14 _T.i 4, FILLER PANEL (OPTIONAL) OPTIONAL DOOR STANDARD HON -BLARING MULLION SPACING FRONT WALL ELEVATION TYPICAL GABLE STYLE ENCLOSURE 3/16' ROOF PROJECTION EXIST STRUCTURE SUPPORT OR DECK SEE GENERAL NOTES FOR REQUIRED OPEN AREA (TYP) STANDARD FILER NON-BEARING PANEL MULLION SPACING END WALL ELEVATION E3 TYP EA END F REO'D FILLER PANEL (OPTIONAL) SEE GENERAL NOTES FOR REQUIRED OPEN AREA (TYP) LLER PANEL GLASS ROOF )PT 08815 SYSTEM STANDARD BEARING (OPTIONAL) MULLION SPACING SEE GENERAL NOTES FOR REQUIRED OPEN AREA, (TYP) FRONT WALL ELEVATION TYPICAL CURVED EAVE ENCLOSURE 0 -BRACING (IF 4E00) Afah FILLER PANEL SIDE O.H. 12' MA4 0 NCH -BEARING WALL (IVP OF 2) ROOF WIDTH 105URE WIDTH FOOTING FULL EMBEDDED POST (IF REQ'D) OPTIONAL FULL HEIGHT FILLER PANEL ONE OF THE SHORT WALLS MAY BE ENCLOSED W1TN SOUD PANELS, UNIT MULLION SPACING 10 18' ALL PANEL 2 LL HEIGHT 501ID OPTIONAL DOOR 2) EJ0-2 2 TYP PLAN 2 OPTIONAL BAY 46NDO'M 3/16' NOTES: 1. SEE 1RP OR OR DRAWINGS FOR ROOF PLANS. 2. CABLE STYE ENCLOSURES SOWl HAVE A RIDGE BEAM SUPPORT DESIGNED BY OTHER. 3. KNEE WALL MAY BE (ETHER APPROVED GLASS OR APPROVED LAMINATED SANDWICH PANEL NOTE: SEE SHED STYLE ENCLOSURE FOR BALANCE OF INFORWTION 3/16` . 1'-0• MAR 3 0 2.005 WET SIGNED WITH BLUE INK 1 00 x 00 7 to 0 z 6Ja 2 1 N WET SIGNED DOCUMENT HAS EMBOSSED CORPORATE SEAL PROFESSION& SEWINEVOC MEN= G 8 0110126 PA a/>oW 00/50/05 10n1/0S 10/11/06 w I I/ O/05 NI 11710/06 12/31/05 2/1107 11/31/06 IOW I2n1/O5 E6 060124 16504 „74 12/71/OS 2-11324 12/0/05 121]1/055 06 1612211E 12/31/63 8071 M711/CS 75-4204 00/50/06 04/00/06 k5 15464 10060 EN 46642-0 04/70/04 04/40/08 04710/0 08/07/0*' 41632 '43.5 23176 25405 106313 14053 11138 04/40/04 08/07/08 04/40/06 07/2./06 02711/06 01711/04 12/WO WV/. 12/31/06 12/31/06 65015 02/20/07 *0 48142 04/01101 AT 39068 03/37/08 0ENM0 00/71/00 ROOF PANEL GUTTER ROOF 2-18 SMS 0 EA MULLION, EA FACE T*B SPACE 0 24' BETWEEN MUWONS (TVP) (11077 IOW HEADER SHALL BEAR FIRMLY ON STUD SECTION PRIOR TO INSTALLATION C4' FASTENERS MUWON SHALL BEAR 111TMLY ON BOTTOM TRACK PRIOR TO INSTALLATION OF FASTENERS SCREW SIZE AND SPACING TO MATCH 8E40ER LOCATE SPUCES 08' MIN FROM VERTICIL MUWONS EXPANSION ANCHOR, I ANCHOR 2 EACH SIDE Cl. OF MULUON, (NOTE 1) ENCLOSURE SUPPORT SEE DETNI 0/530-3 FOR FOOTING REQUIREMENTS 18 5485 0 24. OC (1111 E5) C§ 3 1/2' MIN BEARING WALL SECTION WALL 2-18 SMS 0 EA MULLION, EA FACE TO SPACE 0 24' BETWEEN MULLIONS (1X11) ALTERNATE BEARING WALL HEADER @ CURVED GLASS ROOF NTS TYPE I DETAIL TYPE II TYPE III JB 545 O 18 SIS 0 24' OC (TVP E5) TYPE IV 24. OC (1407 ES) TYPE V ROOF PANEL ROOF ATTACHMENT 2-18 514S 0 EA MULLION, Fit FACE T*B SPACE 0 24• BE1wffN MUWONS 12 MAY (TVP) NON-BEARING WALL SECTION 0- 30- fi 6 6 I/4•W LAG BOLT 0 24. OC 2' INTO SOLID WOOD OR 1/4'42' ADHESIVE ANCHORS INTO BRIGS OR CONCRETE ,--FLUSH W/ STRUCTURAL WALL JB SMS O TOP, BOTTOM AND MID HEIGHT 5469 ) CONNECTION AT EXISTING STRUCTURE DETAIL 1:ti FILLER PAWL JB SMS 0 TOP AND ............. (OPTIONAL) BOTTOM AND MID HEIGHT MP E5) LLER PANEL (047504842/) CORNER DETAIL FULL HEIGHT CORNER MAR 3 0 2005 w*csAPH U G Cuu g- N a T UJ U z C-THRU INDUSTRIES, s a 5 8 6 8 WET SIGNED DOCUMENT NAS EMBOSSED CORPORATE SEAL ENDINFERW' MEWS 000136 06/21/06 PA PE - 266772 -E 06/30/00 w/06/06 19405 10/31/05 10/31/05 062 11/30/05 2547S -E 12/31/05 53107 12131/06 10493 12/31/05 630/20 12/31/05 16507 12/31/05 1176 42/31/05 E-11326 12/31/05 E-04491 12/31/05 162328 12/3 8177 12/37/05 PE -6767 04/30/06 0 9210 KS 15464 IH 10960 240E0 4645200 VA w 45542-C 41632 KS 11205 06/30/06 04/30/00 04/30/05 44/3016 00/30/02 06/30/06 06/30/06 sc 23776 08/30/22 w 25155 106313 33351 -005 07/14/06 07/31/06 07/50/22 14923 W11 11138 0617 &Mem 36016 12/31/06 12/31/06 12/27/22 12/31/06 02/20/07 MA 28747 06/62/07 A2 30006 03/11/06 20.000 03/11/05 CORNER W/ POST INSERT CONCRETE 5UB WINDOW SILL ma KICK PANEL BOTTOM TRACK NOTE SEE GR DRAWINGS FOR MAXIMUM ALLOWABLE PROJECTION REQUIREMENTS FOR EMBEDDED POST OPTION. 13018 EW 0 CL OF EMBED POST IN CONCRETE CONCRETE FOOTING CORNER DAG STRAP 1 1/2'60.062 6063-T5 W/ 5-18 0 FA END NOTE: SEE GR DRAWINGS FOR MAXIMUM ALLOWABLE PROJECTION REOUI2EMEN15 FOR X -BRACE OPTION. EMBEDDED POST OPTION X -BRACE OPTION DETAIL 3/4"-1'-0' E30-1, GR -1 ENCLOSURE WALL ONCRETE SLAB FROST UNE DEFINED BY JURISDICTION DETAIL 13012 OC ALT HOOK 3-p CONT HOOK 0 CORNERS O DETAIL \E30 -I, CR -1 WNL 3-14y SST WOOD SCREW 0 CL EA MLAJION /B' PIVD EXST APPROVED DECK OTHERS) EXST JOIST AT 24' 0.C. MAX SIMP50N LU26 0 DF SIMPSON HUS262 0 PT IF DECK ATTACHMENT DETAIL NOTES: 1. THIS DUAL IS TO BE USED FOR WIND UPLIFT PRESSURE < 20 p6T. 2. THE DOSING DECK SMALL HAVE A PERMIT FOR CONSTRUCTION ON FRE W/ THE LOCAL JURLSDICTIDN. 3. THE EXISTING DECK SHALL BE OUAUFIED FOR ALL ADDITIONAL LOWS BY AN ENGINEER LICENSED TO PRACTICE IN THE LOCAL JURISDICTION. 4. FOR 000 ENCLOSURES ATTACHED TO DECKS, THE MAXIMUM HEIGHT OF THE ROOM SHALL BE 12'-0' MEASURED FROM 151E GROUND TO THE MEAN ROOF HT. 5. FOR IBC 6 IRC ENCLOSURES ATTACHED TO DECKS, THE MA%OA1M HERRN OF THE ROOM SHALL BE 15'-D' MEASURED FROM THE GROUND TO THE MEAN ROOF HT. MAR 3 0 2005 a 50 9 C') w I C-THRU INDUSTRIE 32 8 03 1 k WET SIGNED DOCUMENT HAS EMBOSSED CORPORATE SEAL 050130 55/31/05 PA 06/30/05 05/30/05 19405 10/31/05 10/31/05 Co 34009 11/30/05 11/30/05 5573-E 13/31/05 03107 12/31/05 10465 12/31/05 13/31/05 ,6305 12/34/05 6174 12/31/05 2-11328 12/31/05 01 OR 7-64554 13/3105 152325E 12/37/05 5677 13/31/05 PE -5763 04/.30/06 04/30/06 00/30/05 09/30/05 24050 045300 04/30/06 45%2-C 06/30/05 4432 v7 14354 3C 3/0 306 23776 23463 108333 J006 05/30/05 06/30/01 05/30/05 07/24/06 07/51/01 07/37/06 14053 72/31/06 11135 12/31/06 5627 12/31/05 3061305 R 50015 125 25747 ❑/31/IH 02/31/07 04/02/07 03/31/05 50E20 03/17/05 STEP 1- DEFINE DESIGN PARAMETERS A. CONTACT LOCAL JURISDICTION FOR ALL PARAMETERS B. DEFINE GOVERNING DESIGN CODE -SELECT ONE 1, UNIFORM BUILDING CODE (UBC) 2. INTERNATIONAL BUILDING CODE (IBC) 3. INTERNATIONAL RESIDENTIAL CODE (IRC) 4. FLORIDA BUILDING CODE (FBC) 5. OTHER C. DEFINE BASIC WIND SPEED (MPH) - SELECT ONE GOVERNING JURISDICTION BASIC WIND SPEED (MPH) IBC, IRC 8 FBC 85 90 100 110 120 130 140 150 UBC 70 75 80 90 100 110 120 130 1. IBC, IRC 8 FBC WIND SPEEDS ARE FOR 3 -SEC GUST SPEED 2. UBC WIND SPEEDS ARE FOR FASTEST MILE SPEED D. DEFINE "BASIC' DESIGN ROOF LOAD 1. ROOF LIVE LOAD - SELECT ONE a. 10 PSF b. 20 PSF 2. ROOF SNOW LOAD -SELECT ONE a. 0 PSF b. 10 PSF c. 20 PSF d. 30 PSF e. 40 PSF 1, 50 PSF g. 55 PSF E. DEFINE EXPOSURE CATEGORY - SELECT ONE 1. EXPOSURE B 2. EXPOSURE C 3. EXPOSURE D NOTE. NOT REQUIRED FOR UBC JURISDICTIONS STEP II - DETERMINE "APPLIED" LOADS A. ROOF LOADS - (VERTICAL LOADS): 1. FOR ENCLOSURES WITH LRP ROOF COVERS, USE "APPLIED" ROOF LOADS DETERMINED WITHIN STEP II OF THE LRP DRAWINGS. 2. FOR ENCLOSURES WITH GLASS ROOF COVERS, USE 'APPLIED' ROOF LOADS DETERMINED WITHIN STEP II OF THE GR DRAWINGS. B. WALL LOADS - (HORIZONTAL LOADS): 1. SELECT APPROPRIATE TABLE BASED ON GOVERNING CODE. USE ASCE 7-02 FOR FBC. (SEE TABLES BELOW) 2. LOCATE APPROPRIATE COLUMN FOR BASIC WIND SPEED. 3. LOCATE APPROPRIATE SECTION FOR WIND EXPOSURE AND COMPONENT. 4. INTERSECTION OF APPROPRIATE COLUMN AND ROW INDICATES THE APPLIED HORIZONTAL WIND PRESSURE FOR DESIGN OF THE WALL SYSTEM. a. WIND PRESSURE VALUES ARE FOR COMPONENTS AND CLADDING. b. DUE TO THE NON -HABITABLE NATURE OF A PATIO ENCLOSURE, THE IMPORTANCE FACTORS USED FOR THE DEVELOPMENT OF WIND PRESSURES ARE 0.87 AND 0.77 AS ALLOWED IN CODE. 5. ENTER DESIGN PRESSURES BELOW: a. ROOF LIVE LOAD (LL) b. ROOF SNOW LOAD (SL) c. ROOF WIND LOAD - UP (WLup) d. ROOF WIND LOAD - DOWN (WLOow,4) e. WALL WIND LOAD UBC Wind Loads STEP III - DETERMINE TRIBUTARY WIDTH TO SUPPORTING WALL A. 8. C. Exposure Component Direction of Load Basic Wind Speed(1) (MPH) 70 80 so 100 110 120 130 B. C or D Wall System In or Out 10 13 15 19 23 27 32 IBC, IRC and ASCE 7-02 Wind Loads LOCATE APPROPRIATE ROW FOR ENCLOSURE PROJECTION. LOCATE APPROPRIATE COLUMN FOR ROOF OVERHANG. LOCATE INTERSECTION OF ROW AND COLUMN. VALUE IN CELL IS THE TRIBUTARY WIDTH TO THE WALL SUPPORT. (INTERPOLATION IS ALLOWED) EXISTING STRUCTURE ENCLOSURE PROJECTION ATTACHED Tributary Width t0 SupeedinO Wall ROOF OVERHANG SUPPORTING WALL Panel Span Wall Support Overhang (ft) 0 1 2 B ft 4.0 5.1 6.3 10 ft 5.0 6.1 7.2 12 ft 6.0 7.0 8.2 14 ft 7.0 8.0 9.1 16 8 8.0 9.0 10.1 188 9.0 10.0 11.1 20 ft 10.0 11.0 12.1 22 ft 11.0 12.0 13.1 23ft 11.5 12.5 13.6 Exposure Component Direction of Basic Wind Speed (MPH)(3 85 90 100 110 120 130 140 150 Load B Wall System In or Out 14 16 19 21 24 29 33 38 C Wall System In or Out 17 19 23 25 30 35 40 46 D Wall System In or Out 20 23 28 30 36 42 49 58 MAR 3 0 2005 < 7 Ri31-, ET SIGNE0 WITH BLUE INK O M W C-THRU INDUSTRIES, INC. U a 0 s s a s a WEr SIGNED DOCUMENT HAS EMBOSSED CORPORATE SEAL 0 ENGINEEAMG trouts 8 0!0130 00/31/05 rt- x54nx-4 04/30/34 22(30/05 14400 0 31/0 43080 70/31/0 11/30/0 23473-7 12/37/05 12/31/05 10445 70/34/65 FM 030110 12/31/0 16500 74/37/05 4774 70/31/0 0-11328 72/31/0 12/31/0 161337E 1/27/25 0177 12/37/03 70-4781 04/30/06 75424 04/30/3e 10480 04/30/08 a/n/3e WA 62 45242-C 00/23/0 MN 47532 08/30/0 K 1430 0/30/0 77 23774 0/38/0 25455 47/24/0 iN 106313 07/37/48 07/31/03 1403 72/31/0 11132 72/31/0 w 0477 12/34/06 37 12/31/0 n 22e75 02/24/47 M 04747 44/05/07 42 3042 35/31/0 86403 03/17/03 STEP IV - DETERMINE ALLOWABLE TRIBUTARY WIDTH TO WALL STEP V - DETERMINE ALLOWABLE TRIBUTARY WIDTH TO WAL( HEADER MULLION A. LOCATE APPROPRIATE COLUMN FOR APPLIED ROOF LOAD. B. LOCATE APPROPRIATE ROW FOR MULLION TYPE, APPLIED LOAD DIRECTION AND MULLION SPACING. LOCATE INTERSECTION OF ROW AND COLUMN. VALUE IN CELL IS THE MAXIMUM ALLOWABLE TRIBUTARY WIDTH THAT CAN BE SUPPORTED BY THE HEADER. D. REPEAT PROCESS FOR BOTH DOWNWARD AND UPWARD APPLIED LOADS. THE ALLOWABLE TRIBUTARY WIDTH THAT CAN BE SUPPORT BY THE WALL HEADER IS THE MINIMUM OF THE TRIBUTARY WIDTHS FOR DOWNWARD AND UPWARD LOADS. E. CONFIRM TRIBUTARY WIDTH IN STEP 111 DOES NOT EXCEED ALLOWABLE TRIBUTARY WIDTH. Allowable Tributary Width to Header Header Rafter Spacing Dirac(070 Applied Roof Load (psi) of Applied 10 15 20 25 30 4p 50 60 Type(in) 7 Load 10 15 20 25 30 40 50 60 7.0 24 Down 11.2 10.2 9.5 8.9 7.9 6.1 5.0 4.2 Upward 11.2 10.2 9.5 8.9 8.5 7.5 6.1 5.0 8.4 7,2 5.6 42 48 Down 9.2 8.9 5.5 4.6 3.9 3.1 2.5 2.1 Upward 9.5 8.6 7.7 6.5 5.3 3.9 3.0 2.5 10.3 8.3 6.9 24 Down 11.2 10.2 9.5 8.7 7.5 5.8 4,8 4.0 Upward 11.2 10.2 9,5 8.9 8.5 7.5 6.8 5.8 60 15.0 15.0 13.5 Down 8.7 6,5 5.2 4,4 4.2 7.5 60 42.48 U. :rd 95 88 7.7 7,1 4,0 3,3 2,8 LRP Down 11.6 8.2 6.3 5.2 4.4 3.3 2.7 2.2 Upward 15.0 13.7 10.1 8.0 6.6 4.9 3.9 3.2 5.6 4,8 A. LOCATE APPROPRIATE TABLE FOR APPROPRIATE MULLION TYPE USED. (SEE TABLES BELOW) B. LOCATE APPROPRIATE COLUMN FOR APPLIED ROOF LOAD. C. LOCATE APPROPRIATE ROW FOR APPLIED LOAD, MULLION HEIGHT AND MULLION SPACING. LOCATE INTERSECTION OF ROW AND COLUMN. VALUE IN CELL IS THE MAXIMUM ALLOWABLE TRIBUTARY WIDTH THAT CAN BE SUPPORTED BY THE WALL MULLION. E. CONFIRM TRIBUTARY WIDTH IN STEP 111 DOES NOT EXCEED ALLOWABLE TRIBUTARY WIDTH. Allowable Tributary Width to Bearing Wall Typo I • FA4006 + FA4007 Horizontal Wind Pressure Mullion Height Mullan Spacing Applied Downward Roof Load (psi) 0 10 15 20 25 30 4p 50 60 10 7 80 15.0 15.0 16.0 16.0 15.0 12.9 10.0 6.2 7.0 7.6 60 15.0 15.0 15.0 14.1 11.8 10.1 7.9 6.4 5.5 8 60 15.0 15.0 12.6 10.1 8.4 7,2 5.6 4.6 3.9 9 48 15.0 15.0 12.4 9.9 8.3 7.1 5.5 4.5 3.8 10 42 15.0 13.7 10.3 8.3 6.9 5.9 4.6 3.8 3.2 12 36 15.0 7 8 5.8 4,7 3.9 3.4 2.6 2.2 1,8 15 7 60 15.0 15.0 13.5 10.8 9.0 7.8 6.0 5.0 4.2 7.5 60 15.0 12.0 8.0 7.2 6.0 5.2 4,0 3,3 2,8 8 48 15.0 15.0 11.7 9.3 7,8 6,7 5.2 4.3 3.6 9 42 15.0 11.2 8.4 6.8 5.6 4,8 3,8 3,1 2,6 10 36 15.0 8.1 6.8 5.5 4.6 3.9 3.1 2.5 2.1 12 36 20 7 80 15.0 8.0 6.0 4.8 4.0 3.4 2.7 2.2 1,9 7.5 48 15.0 12.4 9.3 7.5 8,2 5,4 4,2 3.4 2.9 6 48 15.0 5.9 4.4 3.6 3.0 2.6 2,0 1.6 1.4 8 38 15.0 8,3 6,2 5.0 4,2 3.6 2.8 2,3 1.9 10 48 12 36 25 7 48 15.0 9 9 7.5 6.0 5.0 4,3 3.3 2.7 2.3 7.5 42 15.0 10.0 7.5 6.0 5.0 4.3 3.4 2.8 2.3 8 36 150 10.0 8.2 6.8 5.5 4.7 3.7 3,0 2.6 9 36 10 36 12 36 7 42 150 8.7 6,5 5.2 4,4 3,8 2,9 2.4 2.0 7.5 36 15.0 10.0 7.5 8.0 50 4.3 3.4 2.8 2.4 6 36 5.9 2.0 1,5 1,2 1,0 0,9 0.7 0.8 0.5 9 36 10 36 12 38 35 7 36 15.0 10,1 7.6 6.1 5,1 4.4 3.4 2.8 2,4 7,5 42 9 3 9 36 10 38 12 36 40 7 42 7.5 36 8 36 9 36 10 35 12 36 Typo 11 - FA4004 + FA4005 Horizontal Wind Pressure Mullion Heigh Mullion Spacing Applied Downward ROM Load (psi) p 10 15 20 25 30 40 50 60 10 7 48 15,0 15.0 13.3 10.6 8,9 7.6 5.9 4.9 4.1 7.5 42 15,0 15.0 142 11.3 9.5 8.1 6.3 5.2 4,4 8 42 15,0 13.5 10.2 8.1 6.8 5.8 4.5 3.7 3.2 9 36 15.0 10.2 7,6 8.1 5.1 4.4 3.4 2.8 2.4 10 36 7.9 2.7 2.0 1.6 1.4 1.2 0.9 0.8 0.7 12 36 15 T 36 150 15.0 14.1 11.3 11.3 9.4 8.1 6.3 5.1 7.5 36 15,0 11,9 8,8 7.2 7.2 8.0 5.1 4.0 3.3 8 98 10,0 5,8 4.4 3.5 3.5 2.9 2.5 2,0 1,6 9 36 10 36 12 38 20 7 36 15.0 5.6 4.2 3.4 3.4 2.8 2.4 1.9 1.6 7.6 36 8 36 9 38 10 38 12 38 MAR 3 0 2005 WoB qPM 0 2 4007 WET SIGNED WITH BLUE INK I 46 4 W tn 4 a IWET SIGNED DOCUMENT HAS EMBOSSED CORPORATE SEAL MIN 06/31/05 00/30/00 06/50/55 10405 10/37/05 10/31/55 11/71/45 1/rip/71 25673-7 12/31/05 55107 2/31/20 e1 10495 12/31/05 at 030171 12/31/45 73006 12/31/05 3074 12/51/00 2-11321 12/37/05 2-64061 12/31/00 '00121[ 12/57/71 12/31/05 07-6761 71/$0/00 04/30/06 01144 04/30/06 10640 04/30/00 M 00/50/3 00/50/56 w 41602 01/30/41 41 14356 30 01/50/06 00/30/C 00 25451 16 106313 07/24/00 07/01/06 as 07/31/06 1440 12/37/41 w 41 11131 12/31/06 6677 75/31/06 12/51/06 R 55011 02/26/07 W 2170 04/02/01 02 30030 03/31/01 8.7100 03/77/05 Allowable Tributary Width to Bearing Wall Type III • FA4348 Allowable Tributary Width o Bearing Wall Horizontal Wind Pressure Mullion Heigh! Mullkrl Sparing Applied Downward Roof Load (per) 0 10 15 20 25 30 40 50 60 10 7 60�15.0.� 15.0 15.0 15.0 15.0 10.0 10.0 15.0 13.0 11.0 7.6 60 1� 15.0 15.0 15.0 15.0 15.0 15.0 9a Ill B 60 15.0 15,0 15.0 0 15.tl 110111110:11103111311 10,0 15.0 1 5.0 00.0 10 60 48 123 15.015.0 15.0 15.0 `�%®111® 15.0 13.9 11,7 10 10 111311®' 15,0 15.013.1 75.0 +mmr� 15.0 11.9 0.7 8.3 12 60 12 15.0 15.0 10.4 7.6 6.2 5.2 4.5 3.5 2.9 2.4 60 7 15.0 159 15.0 15.0 15.0 15.0 15.0 14.8 11.4 9.3 7.5 •5 15.0 15.0 15.0 IZEICEIIIIIIIICEINEICE11 15.0 15.0 15.0 8 60 6 60 15.0 15.0 12.1 15.0 15.0 15.0 15.0 9 4.4 15 9 48 15.8 15.0 11.814/11/1111§111/ 15.0 12.1 9.9 10 48 4.3 m' m®' 15.0 EMEn 10.0 7.6 7.6 6.3 MIMI 48 3.5 12 36 15.0 5.4 4.1 3.3 3.3 2.7 2.4 7 60 20 7 60 15 0 15.0 15.0 13.5 13.5 11.3 9.7 7.5 6.2 7.5 60 15.0 03.5 10,1 8.1 8.1 6.8 5.$ 4.53.7 15.0 8 48 15.0 15.0 13.3 10.7 10.7 8.9 7,6 6,0 4.9 9 32 15.0 12.8 8.5 7.8N®„ 8.0 8.6 10 48 3.6 10 42 10.8 3.6 2.7 2,2 8.4 6.9 12 42 1.0 12 36 7.2 7.2 8.0 5.1 4.0 3.3 25 7 60 25 7 60 15.0 12.3 9.3 7,4 15.0 14.0 T.3 60 2,9 7.5 48 15.0 15.0 12.6 70.1 8.4 7.2 8 4.6 3.9 8 42 15.0 15.0 12.2 9.8 8.2 7 0 8 60 15.0 9 36 15.0 11.7 8.8 7.0 5.9 5.0 10 3.2 2.7 10 36 4.5 1.6 1.2 0.9 0.8 87 12 0,5 0.4 12 36 6.1 5.1 4.4 3.4 2.8 2.4 30 7 60 15.0 7 48 150 15.0 13.4 10.7 10.7 8.9 7.5 60 4,9 7.5 42 15.0 15,0 12.4 9.9 9.9 9.0 6 60 15.0 8 36 15.0 15.0 13.1 10.5 10.5 8.8 9 5,9 4,8 9 36 9.6 3.2 2.4 2.0 2.0 1.6 - 1,1 0.9 Mil 10.0 8.0 8.0 111111111111111111111 5.7 4.6 5.0 12 MIMI 12 36 35 7 60 15.0 T 42 15.0 15.0 16.0 15.0 12.0 7.0 7.5 6.4 15.0 15.0 7.5 36 15.0 15.0 9..4 7.3 3.8 8 .1 6.5 16.0 16.0 8 36 15.0 80 11111I 5.8 9 S� 15.0 3.0 11 7.7 9 36 � 4.3 3.5 10 3®®® 15.0 �� 6.5 11.6 ��111111311® 0 36 2.9 2.4 I 2 36 17 40 40 t 60 15.0 15.0 15.0 15.0 15.0 12.5 Pill 50 4.4 t5,0 PIIMINNMPI 48 15.0 15.0 15.0 15.0 15.0 8 Fii 7.4 0.8 N 48 RHE 15.0 148 11.9 0.3 9 36 6.8 9 9 42 15.0 10.4 7.8 6.3 6.3 10 36 0 10 36 15.0 5.7 4.3 3.4 3.4 12 36 1.8 1.6 12 36 Typo IV • FA4346 ♦ FA4006 Allowable Tributary Width to Soaring Wall Horizontal Wind Pressure MuIHon Height Mullion Spacing Applied Downward Roof Load (per) 0 10 15 20 2S 30 40 50 60 10 7 69 15.0 15.0 15.0 15.0 15.0 15.0 15.0 10.0 15.0 7.6 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 150 B 64 15.0 15.0 15.0 05.0 15.0 10,0 15.0 1 5.0 00.0 9 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 13.9 11,7 10 60 15.9 15,0 15.0 75.0 15.0 15.0 11.9 0.7 8.3 12 60 15.0 15.0 13 5 10.8 9.0 7.8 6.0 5 0 4,2 15 7 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 10.0 7.5 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 8 60 15.0 10.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 9 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 12.1 9.9 10 48 15.0 15.0 15.0 15.0 15.0 10.0 15.0 12.5 10.3 12 48 15.0 15.0 12.2 9.8 9.8 8.1 7.0 5.4 4.5 20 7 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 7.5 80 15.0 15.0 15.0 15.5 15.0 15.0 15.0 15.0 15.0 8 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 14.3 11.1 9 60 75.0 15.0 15.0 14,4 14.4 12.0 10.3 8.0 8.6 10 48 15.0 15.0 15.0 15.0 15.0 12.6 10.8 8.4 6.9 12 42 15.0 11.9 8.9 7.2 7.2 8.0 5.1 4.0 3.3 25 7 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 14.0 T.3 60 15.0 15.0 15.0 15.0 15.0 15,0 15.0 12,4 10.5 8 60 15 0 15.0 15.0 15.0 150 13 .2 10.3 8 .4 7.1 8 60 15.0 132 9.9 8.0 8.6 5.7 4.4 3.6 3.1 10 48 15.0 14.2 10.8 8.5 7.1 6.1 4.8 3.9 3.3 12 38 15.0 10.2 7.7 6.1 5.1 4.4 3.4 2.8 2.4 30 7 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 13.0 7.5 60 15.0 15.0 15.0 15.0 15.0 15,0 142 11.0 9.0 6 60 15.0 15.0 11.9 11.9 11.9 10.0 8.5 6.7 8.5 9 48 150 15.0 14.3 11.5 11.5 9.8 8.2 6.4 6.2 10 42 15.0 13,3 10.0 8.0 8.0 6.7 5.7 4.6 5.0 12 42 35 7 60 15.0 15.0 15.0 15.0 15.0 16.0 15.0 12.0 7.0 7.5 60 15.0 15.0 15.0 13.2 132 11,0 9..4 7.3 3.8 8 .1 15.0®13311111�1 16.0 16.0 12.7 12.7 10.8 9.1 7.1 5.8 9 S� 15.0 ��® 9.6 7.7 7.7 6.4 � 4.3 3.5 10 3®®® 15.0 �� 6.5 11.6 ��111111311® 4.4 3.8 2.9 2.4 I 2 36 40 40 t 60 15.0 15.0 15.0 15.0 15.0 12.5 10.8 4.4 7.5 7.5 48 15.0 15.0 15.0 15.0 15.0 15.5 15.0 6.8 8 8 48 15.0 15.0 148 11.9 11.0 9.9 6.5 6.8 9 9 42 15.0 10.4 7.8 6.3 6.3 5.2 4.5 0 10 36 15.0 5.7 4.3 3.4 3.4 29 2.5 1.8 1.6 12 36 V • 8V4593 • FM007 Horizontal Wind Pressure Mullion Height 9 MullionApplied dao" g Downward Root Load (psi) 0 10 15 20 25 30 40 50 60 10 7 80 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 7.5 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 159 8 80 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 13.9 9 60 15.0 15.0 15.0 15.0 15.0 15.0 13.9 11.4 9.7 10 80 15.0 15.0 15.0 159 14.5 12.4 9.7 7.9 8.7 12 60 15.0 13.9 10.4 8.3 7.0 6.0 4.7 3.8 3.2 15 7 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 7.5 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 8 60 15.0 15.0 15.0 15.0 15.0 159 15.0 15.0 52.5 9 60 15.0 15.0 15.0 15.0 15.0 14.4 12.3 9.6 7.9 10 60 15.0 15.0 12.8 10.3 10.3 8.8 7.3 5,7 4.7 12 48 15.0 11.7 8.8 7.0 7.0 5.9 5.0 3.9 3.2 7 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 7.5 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 12.8 8 60 15.0 15.0 15.0 15,0 15.0 15.0 14.4 11.2 9,2 9 60 15.0 15.0 13.3 10.7 10.7 8.9 7.6 6.0 4.9 10 48 15.0 15.0 14.0 11.2 11.2 9.4 8.D 6.3 5.1 12 42 15.0 7.3 5.5 4.4 4.4 3.7 3.2 2.5 2.0 25 7 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 139 11.0 7.5 60 15.0 15.0 15.0 15.0 15.0 15.0 11.7 9.6 6.1 8 80 15.0 15.0 15.0 13.7 11.4 9.8 7.6 8.3 5.3 9 4$ 15.0 15.0 15.0 13.3 11.1 9.5 7.4 6,1 5.2 10 42 15.0 15.0 12.7 10.2 8.5 7.3 5.7 4.7 4.0 12 36 15.0 5.2 3.9 3.2 2.6 2.3 1.8 1.5 1.2 30 7 60 15.0 15.0 15.0 15.0 15.0 15.0 15.0 12.1 9.9 7.5 84 15.0 15.0 15.0 14.4 14.4 12,0 10.3 8.0 6.0 8 48 15.0 15.0 15.0 15.0 15.0 15.0 13.4 10.4 8.5 9 42 15.0 16.0 15.0 13.5 13.5 11.2 9.8 7.5 6.2 10 36 15.0 15.0 13.6 10.9 10.9 9.1 7.8 6.1 5.0 12 36 35 7 60 16.0 15.0 15.0 15.0 15.0 12.8 11.0 8.6 7.0 7.5 60 15.0 14.0 10.5 8.4 8.4 7.0 6.0 4.7 3.8 8 48 15.0 16.0 16.0 12.7 12.7 10.8 9.1 7.1 5.8 9 42 15.0 12.8 9.6 7.7 7.7 6.4 5.5 4.3 3.5 10 36 15.0 8.7 6.5 5.2 5.2 4.4 3.8 2.9 2.4 12 38 40 7 60 15,0 15.0 11.9 9.6 9.6 8.0 8.8 5.3 4.4 7.5 48 15.0 15.0 15.0 14.9 14.9 12.5 10.7 8.3 6.8 8 42 15.0 15.0 15.0 14.5 14.5 12.1 10.4 8.1 6.8 9 48 0 42 12 38 CO N W X 6 C-THRU INDUSTRIES, INC. M I 8 8 a IWET SIGNED DOCUMENT HAS - --- --- - - �- EMBOSSED CORPORATE SEAL 080133 (w7 ii -r 06/31/05 05/10/06 26/35. 10105 052 11573-0 51107 10/31/05 10/31/05 11/30/06 11/30/05 11/31/05 11/31/95 1005 12/31/05 080170 12/31/05 ,5500 5174 7-11125 r-44141 2/37/05 12/31 205 12/31/05 2/31/55 1023135 150N 10011 11 1/3,/05 00/10/05 0+/30/55 w/30/05 04/30/06 5/30/511 06/30/50,,. 05/05/06 55/35/06 16 07/21/05 07/31/06 077/31/0s 12/37/05 111 3260526 11/37/05 0/37/55 12/31/05 15 01/20/07 47 /08 5201520 03//17/04 STEP VI - DETERMINE FOOTING REQUIREMENTS A. DETERMINE THE APPLIED WIND LOAD 1. SELECT APPROPRIATE TABLE BASED ON GOVERNING CODE. USE ASCE 7-02 FOR FBC. 2. LOCATE APPROPRIATE COLUMN FOR BASIC WIND SPEED. 3. LOCATE APPROPRIATE SECTION FOR WIND EXPOSURE. 4. THE NUMBER AT THE INTERSECTION OF THE APPROPRIATE ROW AND COLUMN I5 THE APPLIED WIND LOAD TO THE ROOF (MWFRS). UBC Wind Loads Exposure Component Direction of Basic Wind Speedtll (MPH) 70 80 90 100 110 120 130 140 150 Load B, C or D Roof System Upward0l 10 13 15 19 23 27 32 Roof System Downward 0 0 0 0 0 0 0 0 IBC, IRC and ASCE 7-02 Wind Loads Exposure Component Direction of Load Basic W nd Speed (MP1-1)(3) (4) 85 90 100 110 120 130 140 150 B Upward 14 16 20 21 25 29 3d 39 1 Roof System Downward 0 0 0 0 0 0 0 0 C Upward 17 19 24 26 30 36 41 48 Root System Downward a 0 0 0 0 0 0 0 D Upward 21 23 29 31 37 43 50 58 Roof System Downward 0 0 0 0 0 0 0 0 1. Fastest Mile Wind Speed 2. Uplift Pressures may be reduced by 25 percent for enclosures less than or equal to 10 feet tall. 3. 3 -Second Gust Speed 4. Pressures shall be increased by 15 percent for enclosures built in Alaska. 8. DETERMINE FOOTING REQUIREMENTS FOR DOWNWARD LOADS. 1. ALL ENCLOSURES WITH LIVE LOADS GREATER THAN 20 PSF AND SHALL HAVE A CONTINUOUS FOOTING BELOW THE ENCLOSURE WALL. SEE DETAIL G FOR FOOTING REQUIREMENTS. 2. FOR ENCLOSURES WITH LIVE LOADS LESS THAN OR EQUAL TO 20 PSF, a. USING THE TABLE BELOW, LOCATE THE COLUMN FOR APPLIED ROOF LOAD. b. USING THE TABLE BELOW, LOCATE APPROPRIATE ROW FOR MULLION SPACING AND TRIBUTARY WIDTH TO WALL (USE 0 FOR NON-BEARING WALLS). c. IF THE CELL AT THE INTERSECTION OF THE APPROPRIATE COLUMN AND ROW IS SHADED, A CONTINUOUS FOOTING AS SHOWN IN DETAIL GIS REQUIRED, C. DETERMINE FOOTING REQUIREMENTS FOR UPLIFT LOADS 1. DETERMINE IF A FOOTING 15 REQUIRED a. USING THE TABLE BELOW, LOCATE THE APPROPRIATE COLUMN FOR THE APPLIED UPLIFT WIND LOAD. b. USING THE TABLE BELOW, LOCATE APPROPRIATE ROW FOR MULLION SPACING AND TRIBUTARY WIDTH TO WALL (USE 0 FOR NON-BEARING WALLS). c. IF THE CELL AT THE INTERSECTION OF THE APPROPRIATE COLUMN AND ROW IS SHADED, A CONTINUOUS FOOTING AS SHOWN IN DETAIL G IS REQUIRED. Footine Re uirements Mullion pacing (in) db Width to Wall (feel) 10 ® 20 ® 30 ® ® 50 El 0' ----------- ©111111111MINIMININUMMINIMMINIII 825. 900 Mill.1____NNI_NIIII 810 900 990 .1080 0IIMMINUMEMININIMMIN. 840 545 1053 1155 0_____ _ 840900 1050 1200 1.112.1..111.1.1111.111111111810 945....1080 ?215 INIECIMINIUMININIMMI 500 ,,1050 1200 iIMIN-_- 826 _ 5°0 ®___ 900 F----------- 78 b 375 5213 1050 840 945 1/94 11856 960 110:5 1225 1348 840 J8s7 152.) 't2fi0 1400 788 945 1103 1260. 141,1 8751C1,5O 1225 1 /0770 191;31155_1111111= 740. 1050 IMINIMININENNIHNIMMINUNININNUMMINIMINIIMMININ ©____-_.8011 c3/0 400. 11.^.;J 92,0 11•11311111_____ 640 ' 950 1080 1200 1320 1440. 0immimasammi-:840 1 u 1120 1. l) 14, 0 154r,. 011111.1111.1111111_ 800 .960 112/ 1250 1440 .1600 011.1111111.11111111111; 900 1080 I. 144.) 1./1, 11.31111111111.1111.111 800.:1000 1.,00 1400 1500 111.B.1__ 880 1100 132o. ®111111NI .900 1200 INIKEIMINNINIONIMMINIUNIMINININIINUNIMMININ ©mumimming. 875 1000 1125 1'12150 1375 1500 0____900 1050 1200.. 1850 1500 16650._1800; ©__mi;: 875 :1050 122.5 1400. 1575 1750 1925. 01111.1111.11' 800 1000. 120)7,- 1400 10,10 3560 2000 0M.111.1. 900 1125 1850_1575 1800 2025 111.11M1111.1111.11 1250 1500.E 1750;. 2001), 1111110111111_: 825 1170'' 1,/75_,1650_ ®_ 900 1200 1500_ 40 60 60 = Footing Required - = Special Engineering Required 05 MAR 3 0 2005 gag C-THRU INDUSTRIES, INC 1 91 x 0 a R 8 a 8 WET SIGNED DOCUMENT HAST EMBOSSED CORPORATE SEAL PROFESSIONAL ENGINEMIC WINCES 000706 OOP1105 06/30/0S 94362 x/39/05 19403 10/31/05 10/1/05 m 17/30/05 11/30/05 25673-E 12/31/03 63701 12/31/OS 70485 12/31/05 EN 030178 12/37/05 10.506 12/]1/05 8174 32/31/03 E-71325 11/31/05 E-64660 72/31/05 1 02/31495 8077 12/31//5 PE -6798 04/30/05 9280 35454 10660 NOW 8545700 w EN 45x22 -C 41632 ie 14356 ff 25776 04/30/05 00/30/08 O./30/06 x/30/06 x/39/01 x/39/09 x/30/x 05/3044 40 25455 R3 106373 66 33344 -006 32063 07/24/06 07/31/05 07/31/06 72/37/06 2/33/08 5677 72/31/06 UT 32/37/06 R 55015 06/28/07 748 28767 x/02/07 42 30066 0.3/31/05 0548500 03/77/05 5,050 6063-15 0. 6063-75 t=.050 6005-T5 t=.050 6005-75 ELECTRICAL HEADER HEADER WINDOW SILL FEMALE SECTION MAL SECTION DETAIL( 4351 ) DETAIL ( 3807 ) DETAIL (S44394) DETAIL ( 007 DETAIL ( 4006 ) WILE HALF HALF 3.100 t T 0.667 1.286 -1.1.487 3.124 3.500 2.974 i.B74 1 [1] 4.983 f 1.162 0.694 t=.065 6005-T5 7-.050 1-.050 6=.062 0-.070 5 3.255 6005-75 6005-T5 6005-75 6005-05 ELECTRICAL MALE SECTION ELECTRICAL FEMALE SECTION ELECTRICAL RACEWAY RECT TUBE 203 DETAIL( 4004 ) DETAIL ( 4005 ) DETAIL ( 4348 ) DETAIL (sv4593) HALF HALF HALF RALF { 3.225 1.275 1 1.500 3.245 --+f' It -3.100 L LJz - 1 0.610 0.375 6=.050 6..050 0..050 6005-75 6005-75 6005-75 BOTTOM TRACK RECEIVING CHANNEL DETAIL DETAIL DETAIL HALF ( 4349 ) HALF ( 5469 ) HALF (-3902 ) CURVED HEADER 2.060 3.303 CURVED HEADER SPLICE DETAIL( 4346 ) DETAIL ( 5228 ) HALF HALF MAR 3 0 2005 • DIMENSIONS SHOWN ARE FOR INFORMATION ONLY. REFER TO MANUFACTURER DIE DRAWINGS FOR ELEMENT SPECIFICATIONS. molar ANH Z LUU! 1881 0801517 WI071 '5446 1141' C-THRU INDUSTRIES. INC. 00 a W � 0 oS w w U j 64 a WET SIGNED DOCUMENT HAS EMBOSSED CORPORATE SEAL E 3 g > 4