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2207 Alicia Ln RES24-0199 PermitOWNER:ADDRESS:CITY:STATE:ZIP: JOHNSTON DAVID L 2207 ALICIA LN ATLANTIC BEACH FL 32233-5975 COMPANY:ADDRESS:CITY:STATE:ZIP: PWD ORLANDO 4306 SHADER RD STE100 ORLANDO FL 32808 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169519 0735 TIFFANY BY THE SEA JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 2207 ALICIA LN RESIDENTIAL WINDOWS/DOORS ONE WINDOW $3450.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 BUILDING IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL Notes: IN-PROGRESS INSPECTIONS ARE REQUIRED FOR EXTERIOR SIDING, WINDOW, AND DOOR INSPECTIONS, AND SHOULD BE SCHEDULED FOR THE FIRST DAY OF WORK. 2 BUILDING NOTICE OF COMMENCEMENT INFORMATIONAL Notes: No inspections may be scheduled until a copy a recorded Notice of Commencement has been submitted to the Building Department NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 9/17/2024 PERMIT NUMBER RES24-0199 ISSUED: 9/17/2024 EXPIRES: 3/16/2025 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $70.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $35.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $109.00 2 of 2Issued Date: 9/17/2024 PERMIT NUMBER RES24-0199 ISSUED: 9/17/2024 EXPIRES: 3/16/2025 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $109.00 RES24-0199 Address: 2207 ALICIA LN APN: 169519 0735 $109.00 BUILDING $70.00 BUILDING PERMIT 455-0000-322-1000 0 $70.00 BUILDING PLAN REVIEW $35.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $35.00 STATE SURCHARGES $4.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R28340 $109.00 Printed: Tuesday, September 17, 2024 9:45 AM Date Paid: Tuesday, September 17, 2024 Paid By: PWD ORLANDO Pay Method: CREDIT CARD 10315375784 1 of 1 Cashier: KW Cash Register Receipt City of Atlantic Beach Receipt Number R28340 Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing Dry-In Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In -Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department - Phone: 904-247-5826 - Email: Building-Dept@coab.us Public Works/Utilities - Phone: 904-247-5834 Fire Department - Phone: 904-630-4789 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL #FL10354-R10 Application Type Affirmation Code Version 2023 Application Status Approved Comments Archived Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella, IA 50219 (641) 621-6096 pellaproductapproval@pella.com Authorized Signature Joe Hayden Sandi Robinson pellaproductapproval@pella.com Technical Representative Joseph Hayden Address/Phone/Email 102 Main Street Pella, IA 50219 (641) 621-6096 jahayden@pella.com Quality Assurance Representative Pat Bortscheller Address/Phone/Email 102 Main Street Pella, IA 50219 (641) 621-1000 PJBortscheller@pella.com Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturer Association Validated By James L. Buckner, P.E. @ CBUCK Engineering Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard)Standard AAMA/WDMA/CSA 101/I.S.2/A440-11 AAMA/WDMA/CSA 101/I.S.2/A440-17 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida B which affect my product(s) and my product(s) are in com new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A Date Submitted 07/05/2023 Date Validated 07/05/2023 Date Pending FBC Approval Date Approved 07/15/2023 Summary of Products FL #Model, Number or Name Description 10354.1 Direct Set Fixed Window 60"x60" non-impact Aluminum Clad Wood Fixed F with advanced performance installation Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +90/-90 Other: Configurations of glass shall conform to current ASTM E1300 standard. When required by code, safety glazing shall be used. Installation of this window shall be per attached Advanced Performance installation drawing 1143. Certification Agency Certificate FL10354_R10_C_CAC_411-H-670 71 72.pdf Quality Assurance Contract Expiration Date 06/24/2031 Installation Instructions FL10354_R10_II_Drawing 1143 D.pdf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL10354_R10_AE_Drawing 1143 D.pdf Created by Independent Third Party: Yes 10354.2 Direct Set Fixed Window 72"x120" non-impact Aluminum Clad Wood Fixed with advanced performance installation Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: Configurations of glass shall conform to current ASTM E1300 standard. When required by code, safety glazing shall be used. Installation of this window shall be per attached Advanced Performance installation drawing 1143. Certification Agency Certificate FL10354_R10_C_CAC_411-H-670 67 68.pdf Quality Assurance Contract Expiration Date 06/24/2031 Installation Instructions FL10354_R10_II_Drawing 1143 D.pdf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL10354_R10_AE_Drawing 1143 D.pdf Created by Independent Third Party: Yes 10354.3 Direct Set Fixed Window 100.75"x85.125" non-impact Aluminum Clad Woo Window with advanced performance installation Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: Configurations of glass shall conform to current ASTM E1300 standard. When required by code, safety glazing shall be used. Installation of this window shall be per attached Advanced Performance installation drawing 1143. Certification Agency Certificate FL10354_R10_C_CAC_411-H-670 69 70.pdf Quality Assurance Contract Expiration Date 06/22/2031 Installation Instructions FL10354_R10_II_Drawing 1143 D.pdf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL10354_R10_AE_Drawing 1143 D.pdf Created by Independent Third Party: Yes 10354.4 Direct Set Fixed Window 60"x60" non-impact Aluminum Clad Wood Fixed F with standard performance installation Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass shall conform to current ASTM E1300 standard. When required by code, safety glazing shall be used. Installation of this window shall be per attached Standard Performance installation drawing 1141. If required job pressure is above that listed here-in as allowable, installation of this window shall be as required with the Advanced Performance installation drawing 1143. Certification Agency Certificate FL10354_R10_C_CAC_411-H-670 71 72.pdf Quality Assurance Contract Expiration Date 06/24/2031 Installation Instructions FL10354_R10_II_Drawing 1141 D.pdf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL10354_R10_AE_Drawing 1141 D.pdf Created by Independent Third Party: Yes 10354.5 Direct Set Fixed Window 72"x120" non-impact Aluminum Clad Wood Fixed with standard performance installation Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: Configurations of glass shall conform to current ASTM E1300 standard. When required by code, safety glazing shall be used. Installation of this window shall be per attached Standard Performance installation drawing 1141. If required job pressure is above that listed here-in as allowable, installation of this window shall be as required with the Advanced Performance installation drawing 1143. Certification Agency Certificate FL10354_R10_C_CAC_411-H-670 67 68.pdf Quality Assurance Contract Expiration Date 06/24/2031 Installation Instructions FL10354_R10_II_Drawing 1141 D.pdf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL10354_R10_AE_Drawing 1141 D.pdf Created by Independent Third Party: Yes 10354.6 Direct Set Fixed Window 100.75"x85.125" non-impact Aluminum Clad Woo Window with standard performance installation Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: Configurations of glass shall conform to current ASTM E1300 standard. When required by code, safety glazing shall be used. Installation of this window shall be per attached Standard Performance installation drawing 1141. If required job pressure is above that listed here-in as allowable, installation of this window shall be as required with the Advanced Performance installation drawing 1143. Certification Agency Certificate FL10354_R10_C_CAC_411-H-670 69 70.pdf Quality Assurance Contract Expiration Date 06/22/2031 Installation Instructions FL10354_R10_II_Drawing 1141 D.pdf Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL10354_R10_AE_Drawing 1141 D.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Re Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-records req electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department wi if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record to supply a personal address, please provide the Department with an email address which can be made available to the public. To determ licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 411-H-670.67 Direct Set Aluminum Clad Wood Fixed Window 101/I.S.2/A440-17 Class AW — PG60: Size tested 3048 x 1829 mm (~120 x 72 in) — Type FW 1829mm 3048mm ESP036028P.1 1/25/2022 6/24/2031 411-H-670.68 Direct Set Aluminum Clad Wood Fixed Window 101/I.S.2/A440-11 Class AW-PG60; Size Tested 1829mm x 3048mm Type-FW; DP +60/-60 psf; Water Test Press 440Pa (9.19psf); Can. Air Infil/Exfil. Level=Fixed 1829mm 3048mm ESP036028P.1 1/25/2022 6/24/2031 By: Program Administrator: Administrative Management Systems, Inc. PO Box 730, 205 West Main Sackets Harbor, NY 13685 TEL (315)646-2234 staff@amscert.com WDMA and AMS HEREBY CERTIFY that the aforesaid Company ("Licensee"), at its participating manufacturing plant(s), is licensed to use the WDMA Registered Hallmark on product lines that have been manufactured in accordance with the indicated standards. It is further certified that the plant(s), facilities, quality control procedures, methods, and processes of Licensee have been inspected, and are subject to regular follow-up inspection and test. It is further certified that samples of the product set forth above were tested and found to comply with the standards. Program Sponsor: Window and Door Manufacturers Assoc 330 N. Wabash Avenue, Suite 2000 Chicago, IL 60611 TEL (312)673-4828 www.wdma.com By: Hallmark® Certificate of Mfr ID: TEL: 411 641-621-6096 Product No.Product Name Standard Rating Wide High Test Report #CertDate ExpDate Pella Corporation 102 Main Street Pella, IA 50219 Conformance and License (CCL) For more Information visit www.amscert.com Website:www.pella.com WD-20 5/26/2016 JGK Page 1Wednesday, February 2, 2022 GENERAL NOTES: 1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIAED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL ANISH OR STUCCO. 2. OPENINGS. BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & ]NSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. 3. THESE NON-IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC).4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO SlEEL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. 6. TO THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN HEREIN IS CERTIFIED & QUAL[rf ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/QAENTITY & SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION SPECIRCATIONS. PRODUCT ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS & TESTING REPORTS. 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY: 1) PRODUCT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPUCABLE LOCAL BUILDING DEPARTMENT. 2) PRODUCT IS INSTALLED BY ANYONE OTHER THAN A UCENSED CONTRACTOR EXPERIENCED WITH INSTALLATIONS OF TH]S TYPE OF PRODUCT. 3) IF CHANGES HAVE OCCURRED TO THE PRODUCT'S CERTIFICATION ENTHY'S CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR INCONSISTENT WITH WHAT HAS BEEN TESTED.8. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL CONTROL FOR THE INSTALLED PRODUCT. 9. THESE DRAWINGS CERAFY THE PRODUCT INSTALLATION ONLY.WATER PROOANG OF THE INSTALLED PRODUCT IS NOT PART OF THIS INSTALLATION CERTIRCATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER &/OR INSTALLER. FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE FRAME/CUP/NAIL FIN TO (SUBSTRATE)OPENING FASTENER 1YPE FRAME SCREWS MIN. 2X4 WOOD FRAME OR BUCK (MIN. GR. 3 & G=0.55) MIN. 18 GA. 33 KSt METAL STUD MIN. 1/8" THK A36 STEEL MIN. 1/8" THK 6063-T5 ALUM. C-90 CMU/2500 PSI CONCRErE (2) INSTALLATION CL MIN. 2X4 WOOD FRAME OR BUCK (MIN. GR. 3 & G-0.55) MINI. 1/8" THK A36 STEEL MIN. 1/8" THI( 6063-T5 ALUM. MIN. 2X6 WOOD FRAME OR BUCK (MIN. GR. 3 & G=0.55) MIN. 18 GA. 33 KSI METAL STUD MIN. 1/8" THK A36 STEEL MINI. 1/8" THI< 6063-T5 ALUM. p MINIMUM EMBED ti 10 I U) U} ga LL CD Z U) 1 MINIMUM EDGE DIST. NO. 10 SMS OR WOOD SCREW 1 1/4" 3/4 NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL ,/T NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 12 NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL ,/2- (1) 1/4- CONCRETE SCREW 1 1/4" 2 SCREWS (STANDARD BENT CONDITION) NO. 8 X l 1/2" SMS 1 3/8" (2) N/A NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL (2) N/A 5 SELF TAP/DRILL SCREW FULL (2) N/ANO 8 GR. REWS (ALTERNATE STRAIGHT COND NO. 8X1 1/2- SMS 1 3/8. NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL NAILING FIN FASTENERS MIN. 2X4 WOOD FRAME OR BUCK (MIN. GR. 3 & G=0.55)NO. 8 X1 1/2" SMS 1 3/4 'l ,/r MIN. 2X4 WOOD FRAME OR BUCK 11 GA. ROOFING NAIL 1 3/8"1/T (MIN. GR. 3 & G=0.55) MIN. 1/8" THK A36 STEEL NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1 /Y MIN. 1/8" THK 6063-T5 ALUM.NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL ,112» (1) CONCRETE SCREWS SHALL BE ELCO ULTRACONS, ELCO CRETE-FLEX, mill RAMSET/REDHEAD TAPCONS OR HILTI KWIK-COON Il (HARDENED STEEL OR S.S.).(2) STANDARD BENT CUP INSTALLATION SCREWS SHALL BE POSITIONED WITHIN 1/4 OF THEBUCK/SUBSTRATE EDGE AND, IF INTO WOOD, ANGLED 20 TO 30 DEGREES INTO THE BUCK.(3) WHEN SCREWS ARE USED WITH THE NAIL FIN, THEY MUST BE A WAFFLE HEAD SCREW OR HAVE A FLAT WASHER AT THE SCREW HEAD. SIMILAR Al · 2 97 lll FOR MAX. FRAME LONG DIMENSION, SEE SINGLE WINDOW PRESSURE TABLE ON THIS SHEET 1Ii)A1 2 / NAIL FIN SIMILAR A1 2 I. m gE @a LU ZE 33 CE 03 6" MAX. ---- D> SIMILAR A2 2 7 Ill I. FOR MAX. FRAME LONG DIMENSION, SEE SINGLE - WINDOW PRESSURE TABLE ON THIS SHEET ish 1-- 7 TV V 41 TION)-1 3/4 1/2" 1/2" ,/2" SIMILAR 0 DRA PLO 6" MAX. w 1 9 6" MAX. : VT : 9 2 i V . Z 0 0 FIN FASTENER WITHIN 2" OF CORNERS t FRAME SCREWS OR INSTALLATION CUPS rd& 5" TO 7" MAX. O.C. SEE "FRAME WHERE SHOWN. SEE "FRAME ANCHOR 4 ANCHOR REQUIREMENTS TABLE" ON THIS * REQUIREMENTS TABLE" ON THIS SHEET :LOSHEET FOR REQUIREMENTS. * 8 FOR REQUIREMENTS. - OPPOSITE 25 OPPOSFE 1.5 /*h4// 4 ----]4- B a A Ja 1 EXTERIOR ELEVATION:EXTERIOR ELEVATION: SINGLE WINDOW SINGLE WINDOW SCALE: 3/4" = 1'-0"SCALE: 3/4- = 1'-0" (NAIL FIN MOUNT CONDITION)(FRAME SCREW AND CLIP MOUNT CONDITION) (RECTANGULAR WINDOW SHOWN, SHAPED WINDOWS ALSO APPLY.)(RECTANGULAR WINDOW SHOWN, SHAPED WINDOWS ALSO APPLY.) RECTANGULAR WINDOWS SHOWN. ANCHORING OF SHAPED WINDOWS IS THE SAME WITH REQUIRED ANCHOR SPACING ALONG THE FRAME CIRCUMFERENCE BEING THE SAME AS SPECIFIED FOR A STRAIGHT FRAME. EDGE DISTANCE MAY BE DECREASED TO 1/2" IF SCREWS ARE ANGLED 15 TO 20 DEGREES AWAY FROM THE EDGE. ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE: ALL ALTERNATE ANCHORS IN THEIR SPECIFIED SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE NITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND TO BE EQUIVALENT TO OR STRONGER THAN THE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. ]NSTALL.AllON EVALUATION IS BASED ON APPUCABLE ANCHOR STANDARDS AND/OR INFORMATION & RESULTS FROM APPLICABLE TEST REPORTS.THE FLORIDA BUILDING CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION. IN -THE EVENT OF CODE VERSION CHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THE REFERENCED PRODUCT, PRIOR TO STATING CODE COMPLIANCE WITH THE STATE, THE MANUFACTURER SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS SPECIFIED HERE-IN ARE CURRENT WITH THE THEN CURRENT TESTING, CODE AND APPUCABLE STANDARDS. ALLOWABLE SINGLE WINDOW PESSURE TABLE MAXIMUM MAXIMUM FRAME FRAME ALLOWABLE LONG SHORT PRESSURE DIMENSION DIMENSION (+/-PSF) (IN.)(IN.) 100 3/4 85 1/8 40 120 72 40 60 60 50 1. LONG DIMENSION MAY BE HORIZONTAL OR VERTICAL PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS ONLY.THE GOVERNING DESIGN PRESSURE ON THE WINDOWS SHALL BE THE LESSER OF THAT SHOWN INTHE INDIVIDUAL WINDOW'S STATE APPROVAL OR THAT SHOWN IN THIS TABLE. %/,0,1111,9,0,44>44:.'15<#Al % ©6 .43 Y./0 38* 52 C et -= S _- 15 '* . 9 'D: Z ' ./. 0 43 THESE DRAWINGS ARE APPICABLE ONLY TO THE PRODUCT SPECIFIED. THEY MAY NOT BE USED FOR THE ASSEMBLY AND/OR INSTALLATION OF ANY OTHER PRODUCT NOR MAY THEY BE USED FOR RATIONAL AND/OR LOCAL APPROVAL OF ANY PRODUCT NOT PRODUCED BY THE MANUFACTURER STATED ON THESE DRAWINGS. Z W LL 8 ES ¤2 04 Zb 80 WN BY: W.R... 1=16 S5 5S 0 M W < m 0 65 5z 0 *%m ==S 3!ji@ . 83 2@ 0 0 0 * I . 0 . c/) : 1 .. CHECKED BY: W.V.S. DATEE 09/18,08 2(n LOT a_ CD 8@ 20 . 94 22* 6d BI tb Z FE ef N <F :.Q Z 8 2£4 DRAWING NO.REV. 1141 D SHEEI NO. lof2 [1 I 0 n 5 0 Z FIN FASTENER--7 ,-SUBSTRATE BY OTHERS SEALANT BY OTHERS PER ELEVATION / PER "FRAME ANCHORBEHIND NAIL AN REQUIREMENTS TABLE" NAIL FIN ·:-'-'1 SPACE 1 3/8" MAX. pS*SEALANT BY / \OTHERS Upu LL SPACE WITH * EXTERIOR I LOW EXPANSION o FOAM AROUND W --ht- PERIMETER OF * WINDOW FRAME E SECTION /*h 1SCALE: 1/2 FULL Uy' (NAIL FIN MOUNT) SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" INSTALLATION CUP SCREW PER "FRAME ANCHOR REQUIREMENTS TABLE"(2 PER 7 CLIP ANGLED 15 TO 20 DEGREES IF \ NECESSARY TO MEET EDGE DISTANCE REQUIREMENTS) n A,)* d.----r®**- SEALANT BY M Y \OTHERS NO. 8 X 3/4"LPY LSCREW (2 PER CUp) DGER'OR \ _luL- SEALANT BY OTHERS FRAME SCREW PER ELEVATION SUBSTRATE BY OTHERS REQUIREMENTS TABLE" PER "FRAME ANCHOR SECTION Ce) SCALE: 1/2 FULL UY FRAME SCREW MOUNT SHOWN. SEE DETAILS ON THIS SHEET FOR DIRECT MOUNT & CLIP MOUNT DETAILS. ALTERNATE INSTALLATION CLIP DETAIL (HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) ' b- 1.703 -il 0.024 - 30103El-14 ALUMINUM) EXTERIOR | 1 - L-SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME 3/8" MAX. SHIM AT CLIP \-0 1 INSTALLATION z CUP o I SEAL SPACE WITH LOW EXPANSION FOAM = AROUND PERIMETER < OF WINDOW FRAME 0.024 - 1.472 Lr» - 1.539 - (D DRIP CAP NAIL FIN (3003 H-14 ALUMINUM) -1 CONTINUOUS WOOD MEMBER LESS IN THICKNESS THAN A 2X_ BUCK TO BE MIN. 3 1/2" DEEP (NOT REQUIRED WHEN SHIM SPACE IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" 3/8' MAX. SHIMF AT EACH ANCHOR . .:... 5: ...·, Z 0 Cr SE'LANI. BY 6 OTHERS C3 LU 2 No. 8 x 3/4' SCREW (2 PER CUP)EXTERIOR INSTALLATION CLIP SCREW PER "FRAME ANCHOR REQUIREMENTS TABLE" (2 PER CUP). ANGLE SCREW 20-30' WHEN INTO WOOD SUBSTRATE. »Ii 3/8" MAX. SHIM AT CLIP d /:' 111TI0N 1 Llf LsEAL SPACE WITH CLIP 5 U) LOW EXPANSION 2 FOAM AROUND O PERIMETER OF LU WINDOW FRAME & . STANDARD INSTALLATION CLIP DETAIL (HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) SUBSTRATE BY OTHERS . REQUIREMENTSANTABLRE" OTHERS 1-Fll L FRAME SCREW PER ELEVATION & "FRAME | EXTERIOR 1 1 1 ANCHOR REQUIREMENTS TABLE" OPTIONAL DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER (HEAD SECTION SHOWN; SILL & SIDES ARE INSTALLED THE SAME) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) 6.187 TO 8.187 to 0 0 00007 0 0 0 0@ BENT PORTION OF CLIP MAY BE SNIPPED OFF IF REQ'D FOR PLACEMENT TO WINDOW FRAME. ® FRAME INSTALLATION C[ IP (50 KSI STEEL) o 1.875 1 0.052 3 '. * &130 , I« am r A,t> : 0 & r I Sk, .'co K z S * H 3% 6 . Cp . /5. u) :0 I. ,&: 1 .:4<47.2%44*bf:'.'*9953 '.. .. Z : . CK U) 0 Z g 8 C W 0 8 ES §% DRAWN BY: W.R. PlOk g@ Z 0/9 5z 0 *TE 3/5 2 83 2@ CHECKED BY: W.W.S. 0KrE: 09/*. Z Oma)o OBET El ' Rk -5 %83 LU - CL 20 . Iii 8 -3 m= 548 mz FE 6. 1 09 1:i @48 2 Z 8 *41 C.0 DRAWING NO.REV. 1141 D SHEET NO. 202 W CL :8 0 Z W c>