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REV-16-1850BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Ct fVED JUL 0 5 MS BY: FBC 20 Master Permit No. WS -6-16-1789 Sub Permit No.1 // b " jg.fg ❑ BUILDING ❑ ELECTRIC ❑ ROOFING Q REVISION ❑ EXTENSION ❑ RENEWAL El PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9150 N Bayshore Dr City: Miami Shores County: Miami Dade Folio/Parcel#:11 32 0500 10 280 Zip: 3 p Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Diego Ganoza Address:9150 N. Bayshore Dr Phone#: 3o S' 271-12 1/ City: Miami Beach State: FL Tenant/Lessee Name: Phone#: Zip: 33138 Email: CONTRACTOR: Company Name: American Impact Windows + Doors Address: 7859 NW 15 St Phone#: 30S, '701 City: Doral State: FL Qualifier Name: Emil Rosado Zip: -3-3 Phone#: State Certification or Registration #: SCC131150290 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ ,11 0 Ci Square/Linear Footage of Work: Type of Work: ❑ Addition INI Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Adding 2 windows in rear of home Specify color of color thru tile: Submittal Fee $ P Permit Fee $ 1 DO-- GO CCF $ 0 ' GO CO/CC $ Scanning Fee $q . Radon Fee $ "o - CD DBPR $ a'' Notary $ Technology Fee $ 0 - PO Training/Education Fee $ O a Double Fee $ Structural Reviews $______C,_ Bond $ a TOTAL FEE NOW DUE $ (3 LI ` GO p (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature, ( OWNER or AGENT The foregoing instrument was acknowledged before me this day of JUItL 10 Gey me or who has produced identification and who did take an oath. , 20 /C , by n to as NOTARY PUBL C: Sign: Print: / 1,(�f 46/1414,7 CAI Seal: ********************* APPROVED BY (Revised02/24/2014) Signature CONTRACTOR The foregoing instrument was acknowledged before me this ,204_, by fr 7 / 703416 , who is perso day of jVrvt.- me or who has produced " 'Cr Su4c identification and who did take an oath. NOTARY PUBLIC: Si Print: Seal: *********************************************************************** 3 Plans Examiner Structural Review Zoning Clerk 1341.1r uoill W� ri‘uo Cu Serik=�'�" '' 5 .mac /S -04•06„ ,16 4-76 /~�ii 'd1l� F 3 �- X V f ``tscine- - 39- X 7 - j S- of -66 „ l a t 7a / -7S (A -06,i 1-7()/ 7 � o r 7 0/' 7S ,¢, G;�� e wrG 44+' 3-4 X �3 Y ` )5-04-06,. .� (s 16 •r �p � "" 7f �5-a 0 W6 (.:4- e,4+ ' 1 x t). , S-6,14- 'r(24 •� `! l i X 7 v IA) g 5-bre/ft-owl- `owl- 7 3 X 1 1 j�9. Fp -74A'sg Q2 a 6 a 3' X X' 7 O /7 55a it, ` s) r ( IIWS(6-� Qi DATE A� V; -D I ZONING DEPT ',BLDG DEPT ;t i(iJL r`1 11) Cn'�1' IANC WITH AI L FL DFRAL_ Y 1t'' t=ti l\NDR' CI II .IONS � � Sb �• ��ys�.sre 9::::• . . A .... . . .. .. . .. . . ... . • . . . . 1 • . .. • .... . . . .. 8 . . . • . . . DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SS -3500" Aluminum Storefront System — L.M.I. APPROVAL DOCUMENT: Drawing No. MD -3500 -2 -LM, titled "Storefront Window System Details - LM", sheets 1 through 16 of 16, dated 03/26/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NQhM# 9.5:O611.08.Oncj,cgnsi lts of this page 1 and evidence pages E-1 and E-2, as well as approval document iNntio>nd bovs : ; • • The submitted docuntei tatiOh wp: ravieweti:by Manuel Perez, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy • •. • • • • MIAMI-DADE COUNTY •. • APPROVED ••• • • . • • . • 0 41 0 • • • • • • •41• • •• • • • • • • •.• • .• • •• . • • 000 •• • • •• • • 000 . •• • • • S. 5/171• r4:.. •.• NOA No. 16-0505.04 Expiration Date: January 17, 2018 Approval Date: June 02, 2016 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1005.01) 2. Drawing No. MD -3500 -2 -LM, titled "Storefront Window System Details - LM", sheets 1 through 16 of 16, dated 03/23/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per AAMA 1304-02, FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of a storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7137, dated 12/10/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 12-1005.01) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per AAMA 1304-02, FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of a storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7208, dated 01/04/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 12-1005.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FSC -5th Edition (2014), dated 06/05/15 and 05/02/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-l4ad� epaj Dtn ent • • •• of Regulatory and Economic Resources (RER). . • • • •• ▪ '; •.• : '. •. ..• .: ••• • • ••• • • • • • • • . . • • • • •.• •• • • ▪ •• • • • . ' • • • • . • •••• • • • • • •, .• E-1 • • . • • • • • • • • ••. .• •. •• • • • • • . •.• • • . ••• •. .• Manueil Pe ez, P.E. Product Cont of aminer NOA N 6-0505.04 Expiration Date: January 17, 2018 Approval Date: June 02, 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. QUANEX I.G. Super Spacer by Edgetech I.G., Inc. exterior flexible, organic foam spacer complying with ASTM C518 passed, ASTM F1249 passed, ASTM D3985 passed, ASTM D395B 22 HRS 185°F and ASTM E2190 passed. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL-7137, dated 12/10/12 and FTL-7208, dated 01/04/13, issued by Fenestration Testing Laboratory, Inc., both signed and sealed by Marlin D. Brinson, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0612.08, issued to PGT Industries, Inc. for their Series "SS -3500" Aluminum Storefront System - L.M.I. approved on 07/30/15 and expiring on 01/17/18. • ...'. •. • •• • • • . • .•••''••..• • • • OO •• ••• •• • • •P' • • •Y• • • • • • • •' • Y • • •••• •• • ••. •• • '••• 6 • • • ••• • • • • E-2 ••• • • • • • • • ••• • . • • • • • • ••• • • • • • • • ••• • • • • •• • • • • ••'u• • • ••• .1 • Manuel Pe .E. Product Control . • ner NOA No. 16-0505.04 Expiration Date: January 17, 2018 Approval Date: June 02, 2016 GENERAL NOTES: SS -3500 IMPACT -RESISTANT STOREFRONT WINDOW SYSTEM GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3. GLAZING TYPE: SEE GLAZING DETAILS ON SHEET 15. 4. DESIGN PRESSURES: A) NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300 B) POSITIVE DESIGN LOADS BASED ON WATER INFILTRATION, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300 5. THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. 6. INSTALLATION SCREWS & FRAME CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 7. DISSIMILAR MATERIALS THAT COME INTO CONTACT, INCLUDING PRODUCT FRAMING, ANCHORAGE AND OPENING SUBSTRATES, SHALL BE COATED OR PROTECTED TO PREVENT CORROSIVE REACTIONS AS REQUIRED BY THE FLORIDA BUILDING CODE. 8. REFERENCES: ELCO ULTRACON & CRETEFLEX NOA'S, ITW TAPCON NOA; TEST REPORTS FTL-7137, 7208 & 8717 • •• • • • ANCHOR NOTES: • • • • • • • 1..• AOR eeNCRETE/CMU SUBSTRATE APRLICATiONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHeRS. SEE ;AAA Ia THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2.• •FUR GIi8STRATE ePPLI TIONS S6E TABLE4 ON THIS SHEET. 3. •V/OOD BUCKS DEPICTED AS 1X ARE LABS TAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT ii)S INSTALLED DIRECTLY TO SOLID telMEVE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X • •ANDQ4 BUCKS (y/HEti'SED) SHALL413F DF• GNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE, BUCK DESIGN AND INSTALLATIONSS THE RESPONSIBIWTY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE • •difJG OFFICALS • 4. •S1HiM5•ARE REQUij2F0 iT EACH ANCjijtg `OCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPYED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST •LP,I;lIMPOSED 8I! MEM BY THE MRL1t71Y. 5• METAI•SUBSTRATE•TO MEET MIN.SWWQ1 -I AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. • 6�:1! SILsL•S TIGHT•16$UBSTRATE, G1tCL?It7RVTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/1" i 3400 PSjMIN.•(QONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT •IS NOT TIGHT TO THE SUBSTRATE•ANO TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 304 FELT PAPER • • DFZMT)C IS 1QQIReb BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • • • • • INSTRUCTIONS: 1. DETERMINE THE BUILDING'S REQUIRED DESIGN PRESSURE USING THE ASCE 7 STANDARD. THE PRODUCTS DESIGN PRESSURE MUST MEET OR EXCEED THIS VALUE. 2. DETERMINE THE ANCHOR TYPE FROM TABLE 1, SHEET 1. 3. DETERMINE THE GLASS DESIGN PRESSURE FROM TABLE 2, SHEET 4. 4. JAMB ANCHOR SPACING IS GIVEN IN TABLES 5 & 6, SHEETS 7 & 8 AND HAVE BEEN CALCULATED FOR THE PRODUCT'S MAXIMUM DP. 5. MID -PANEL ANCHOR QUANTITIES ARE GIVEN IN TABLES 7 & 8, SHEETS 9 & 10 AND HAVE BEEN CALCULATED FOR THE PRODUCT'S MAXIMUM DP. 6. IF THE STOREFRONT WINDOW IS ATTACHED TO ANOTHER WINDOW THROUGH A COMMON MULLION: A) DETERMINE THE MULLION DESIGN PRESSURE FROM TABLE 9, SHEET 11. B) DETERMINE THE MAXIMUM DESIGN PRESSURE DUE TO MULLION CLUSTER ANCHORAGE FROM TABLES 3 OR 4, SHEETS 5-6 BASED ON YOUR SHIM SPACE, ANCHOR TYPE AND THE QUANTITY OF ANCHORS REQUIRED TO ATTAIN THE REQUIRED DESIGN PRESSURE. 7. THE LOWEST DESIGN PRESSURE FROM 3 & 6 ABOVE, SHALL BE USED FOR THE ENTIRE ASSEMBLY. 8. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. • Group Anchor Substrate Min. Edge Distance Min. Embedment Min. O.C. Distance A #14 Steel or 410 SS SMS (05) P.T. Southern Pine ISG=0.55) 1' 1-3/8" 1• B #14 Steel or 410 SS SMS (G5) Alumirum, 6063-T5' (0.125" min. thickness) 3/8" 118" 5,8" Steel, A36" (5125" min. thickness) 3/8" 1/8" 5/8" C 114' Elco Ullrecon Concrete (min. 2.85 ksi) 2-1/2" 1.3/8" 3" Graf -Filled CMU, (ASTM C-90) 2-1/2" 1-34" 4" Urtgrtwted CMU, (ASTM C-90) 2-1/2" 1.1/4" 6" 1/4" Elco 410 S.S. CreteFlex Ungrouted CMU, (AS1M C-90) 2.1/2" 1-114" 6" 5/16" Elco Minton Urlgro/0ed CMU, (ASTM C-90) 3-1/8" 1-1/4" 6" D 1/4" Elco 410 S.S. CrileFlex Concrete (min. 3.35 ksi) 2-112" 1.3/4" 3" 5/16" Eko Uhr•con Concrete (min. 3.52 ksi) 3-1/8" 2' 3" Grout -Filled CMU, (ASTM C.-90) 2-1/2" 2-1/4' 5" E 3/8" Large Diameter I1W Tapcon Concrete (min 3 ksi) 3" 1.1/2" 4' Ungrtxted CMU. (ASTM C-90) 3" 1.1/2" 6' STANDARDS USED: .2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ASTM E1300-09 •ANSI/AF&PA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 •AISI-5100-07/S2-2010 IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. FOR STEEL STUDS, MIN. FU -45 KSI & MIN. FY=33 KSI. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL ANCHOR HEAD TYPES ARE ALLOWED. CONTENTS: GENERAL NOTES, INSTRUCTIONS 1 ANCHOR TYPES, TABLE 1 1 ELEVATIONS 2-3 GLASS DP, TABLE 2 4 MULLION ANCHOR CLUSTER DP - 1/4" SHIM, TABLE 3 5 MULLION ANCHOR CLUSTER DP - 1/2" SHIM, TABLE 4 6 JAMB ANCHOR SPACING - 1/4' SHIM, TABLE 5 7 JAMB ANCHOR SPACING - 1/2' SHIM, TABLE 6 8 MID -PANEL ANCHOR QUANTIY - 1/4' SHIM, TABLE 7 9 MID -PANEL ANCHOR QUANTIY - 1/2" SHIM, TABLE 8 10 VERTICAL MULLION DP, TABLE 9 11 HORIZ. SECTIONS 12 VERT. SECTIONS 13 PTAC & WINDOW INSERT SECTIONS 14 GLAZING & IG SPACER DETAILS 15 EXTRUSION PROFILES 16 CORNER DETAILS 16 PARTS LIST, TABLE 10 16 • 070 TECHNOLOGY DRIVE 9_ VENICE, FL 34275 P.O. BOX 1529 NOKCMIS, FL 34274 CERT. 0= AUTH. #29296 Revised Ry• Dote: Revision: Revised By: Date: .Revision: PRODUCT REVISED as complying with the Florida Building Code A6zcepce os Ne " ►w.; ! 6 . ihan. Cc10�. By Niam Dade Product 2 63 Description: GENERAL NOTES J ROSOWSKI Title: Dote: STOREFRONT WINDOW SYSTEM DETAILS - LM 03/23/16 Series/Model: Scale: Sheet: Drenving No. SS -3500 NTS 1 OF 16 MD -3500 -2 -LM Rev: MIN 4" LENGTH OF 12-3/4" ANCHOR CHANNEL, MAX. O.0 PART 88, REQ. AT ALL ANCHOR LOCATIONS IN CURVED HEADER. • •• • • • • • •••• • • • START 3-7/8"ql• OF q1qe • 'vi • • ••79� • -��} p'j �_• •• • •••' • • •• •• • • • • • • • SBE O.C. SPACW • • ON TABLES5&6 •••• •• • • 1 • • •••• •• • • • •• • •• • • • • •• •••�•• • • • •••• •• • •••• 6" • • • • • 3-7/8" MAX. 6" MAX. —w - NOTES: • r ' I SEE TABLES 3&4FOR CLUSTER ANCHOR QUANTITIES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE & 8 FOR 3 & 4 FOR & 8 FOR 3 & 4 FOR & 8 FOR STOREFRONT MID -PANEL CLUSTER MID -PANEL CLUSTER MID -PANEL DOOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR APPROVAL FOR QUANTITY QUANTITIES QUANTITY QUANTITIES QUANTITY SPECIFICATIONS 8 12 F] - --J I I I I L___—_ REINFORCEMENT—' SEE TABLE 9 Th r SEE TABLES 7 SEE TABLES SEE TABLES 7 &8FOR 3-5.4 FOR &"8 FOR MID -PANEL CLUSTER ANCHOR ANCHOR QUANTITY QUANTITIES 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL, (STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 2. SEE TABLES FOR MAXIMUM ALLOWED SIZES. 3. SEE SHEET 4 FOR DAYLIGHT OPENING (DLO) FORMULAS. 1/4" NUT & BOLT. 24" FROM EACH END AND 24" MAX O.C. // / SEE TABLES 3 & 4 FOR MID -PANEL CLUSTER ANCHOR ANCHOR QUANTITY QUANTITIES SEE TABLES 7 & 8FOR MID -PANEL ANCHOR QUANTITY Chi SEE TABLES 3&4FOR CLUSTER ANCHOR QUANTI11ES MULTIPLE HORIZONTAL MULLIONS ALLOWED, 60' MAX. LENGTH // 1 r r I 1 1 1 L_1 `J L--- A ATTACHED STOREFRONT DOOR & TRANSOM, SEE SEPARATE APPROVAL FOR SPECIFICATIONS t T I 1 J SEE TABLES 7 SEE &8 FOR STOREFRONT MID -PANEL DOOR ANCHOR APPROVAL FOR QUANTITY SPECIFICATIONS TYP. ELEVATION OF STOREFRONT WINDOW SYSTEM WITH EXAMPLES OF CURVED HEADER, HORIZONTAL MULLION & STOREFRONT DOOR 144" MAX. FRAME HEIGHT (DOOR MAY LIMIT MAX HEIGHT, SEE SEPARATE APPROVAL) PRODUCT REVISED •. complying with thy Fh>.76s 3u.lding Code Acceptance No Seri . ion Data W 0 N o O JN J Z LL in LL 00 XX- CD 2 r ZQ Z �z az (941)-480-1600 J ROSOWSKI 91111 "SOO 09 N O aloe MD -3500 -2 -LM O IJ - 0 19940 H z ao"S O M a/OS A. LYNN M LLER, P.E. P.E Y 58705 6" MAX. —► 3-7/8" MAX. -+{ SEE TABLES 7 &8 FOR MID -PANEL ANCHOR QUANTITY F SEE TABLES 3&4 FOR CLUSTER ANCHOR QUANTITIES SEE TABLES 7 & 8 FOR MID -PANEL ANCHOR QUANTITY 1 (- ^) f SEE TABLES SEE TABLES 7 SEE TABLES SEE TABLES 7 SEE TABLES 3&4FOR &8FOR 3&4FOR &8FOR 3&4FOR CLUSTER MID -PANEL CLUSTER MID -PANEL CLUSTER ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR QUANTITIES QUANTITY QUANTITIES QUANTITY QUANTITIES • •• • • • • • •••• • • • •• • • • • L44• •••••Mx- • F/ .ME HEIGHT • • •• • • • ••• • •••• • • •••• • • • • •• •• • • • ••• •••• • • •••• 6' MAX. • •• • • • • • • • •1-3-) • •-• I • SEE 0.C,BNR.'RJS • ON TABLF•S+5 6• T• • • • • ••• • •• • •b'•MAx.: In= 1/4" NUT & BOLT, 24" FROM EACH END AND 24" MAX O.C. r — REINFORCEMENTS SEE TABLE 9 3-7/8" MAX. 6" MAX. y 13 SEE TABLES 7 &8FOR MID -PANEL ANCHOR QUANTITY NOTES: 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE APPROVAL (STOREFRONT ENTRANCE DOOR, PTAC LOUVER OR WINDOW INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. 2. SEE TABLES FOR MAXIMUM ALLOWED SIZES. 3. AWNING WINDOW INSERT SHOWN BUT MAY 8E ANY APPROVED PGT WINDOW WITH A FLANGED FRAME. 4. SEE SHEET 4 FOR DAYLIGHT OPENING (DLO) FORMULAS. 5. MULTIPLE INSERTS WITHIN THE SAME STOREFRONT WINDOW ALLOWED. 147 'Cr I / 1 / / i II ATTACHED PTAC LOUVER, -SEE SEPARATE APPROVAL FOR Ink SPECIFICATIONS 1 -t / / ATTACHED WINDOW. SEE SEPARATE APPROVAL FOR SPECIFICATIONS 1 // SEE TABLES 3&4 FOR CLUSTER ANCHOR QUANTITIES �mO L ) SEE TABLES 7 & 8 FOR MID -PANEL ANCHOR QUANTITY 1-7 7 1 SEE TABLES 7 & 8 FOR MID -PANEL ANCHOR QUANTITY 4 r1 (- iE1 24" MAX 6" MAX. r L 6' MAX. (- 3-7/8" MAX. 6" MAX. SEE O.C. SPACING ON TABLES 5 &6 J �I �- - _J L_ �I L 4f f SEE TABLES SEE TABLES 7 3&4FOR &8FOR CLUSTER MID -PANEL ANCHOR ANCHOR QUANTITIES QUANTITY SEE TABLES 3&4FOR CLUSTER ANCHOR QUANTITIES SEE TABLES 7 & 8 FOR MID -PANEL ANCHOR QUANTITY SEE TABLES 3 & 4 FOR CLUSTER ANCHOR QUANTITIES (SPLIT BETWEEN ADJOINING WINDOWS) TYP. ELEVATION OF STOREFRONT WINDOW SYSTEM WITH EXAMPLES OF WINDOW INSERT, PTAC INSERT, KNEEWALL & ANGLED HEADER KNEEWALL BY OTHERS 6" MAX. SEE TABLES 7 & 8 FOR MID -PANEL ANCHOR QUANTITY PIJODIiCT REV Fi�� ,ss a,n54ym8 wi oldieg Code -Te. eptnnce ' IF Y An, Expi ��yy Iii hodoce c Miami (941)-480-1600 J ROSOWSKI U410_10 CO z W> W alJ1 nam J -J W 2 W 1— >- 0 }O Z Z 0 cc LL W cc 0 H sa0 CD M N M O M D -3500 -2 -LM DN IJ 0 0, IaavS cn H Z alo,S O O M ,n ,n iaS TABLE 2: Gass DP, (+/-psf) & Matdmum Size Glass DP (+/-psf) & Maximum Site Glass Glass Ghia Glass Glass Centerline Width Frame Height DLO Width DLO Height Gloss Type "A' Glass Type '8• Glass Type "C" Glass Typo 'D' Glass Type "E" Glass Type 'F' Centerline, Width Frame Height 01.0 Width DLO Haight Glass Type "A" Typo "B" Type, "C" Tips 'Cr Typo •E" Typo "F" Glass Types 20-1/4" 90.0 80.0 120.0 80.0 80.0 120.0 24" 20-1/4" 90.0 60.0 120.0 90.0 80.0 120.0 A Laur1: 1/4.0, .090' 50, 1/4110 24° 26"1/4" 90.0 80.0 120.0 90.0 80.0 120.0 30• 26.1/4" 90.0 80.0 120.0 90.0 80.0 120.0 B Lauri: 11417.4..090" PV6. 1/4"H9 30" 90.0 80.0 120.0 813.0 80.0 120.0 36• 32-1/4" 90.0 80.0 120.0 83.0 80.0 120.0 C Laur4: 1/4'H5..090" SG. 1/4"1-15 39" 32-1/4" 42' 361/4" 90.0 80.0 120.0 90.0 80.0 120.0 D Lauri IG: 1/4'4_090' SG, 1/4"A, AIRSPACE, 1/4"T CAP 47 38-1/4" 90.0 80.0 120.0 90.0 80.0 120.0 90' 441/4• 841/2" 82.3 80.0 120.0 82.3 80.0 120.0 E Lam/ 10: 1/4"115, .590' PVB, 1/4115, AIRSPACE, 1/4"T CAP 48" 44114" 80.0 80.0 120.0 90.0 80.0 120.0 48" 115.2 115.0 F Lauri 10: 1/4"HS, .090" S0. 1/4"HS. AIRSPACE, 1/4'T CAP i'/000IICT REVISED 54" 58.1/4" 90.0 80.0 120.0 90.0 120.0 54" 88-1/4" SEE SHEET 15 FOR FULL GLASS DESCRIPTIONS. i witty the Florida complying 80" 56-714• 90.0 60.0 1300 80.0 60.0 80.0 1200 80' 58-1/4' 115.2 115.2 3uit3ing Code /1 70" 68.114' 90.0 80.0 120.0 90.0 80.0 120.0 70' 68.1/4" 100.0 100.0 Acceptance No 16"0� 77 8&7/4" 90.0 80.0 120.0 90.0 80.0 120.0 72• 68-1/{' 100.0 100.0 • E� I� 84" 48' 80.1/4" 421/7 84.5 80.0 120.0 84.5 80.0 120.0 24" 20-1/4" 90.0 80.0 720.0 90.0 80.0 120.0 90" 88-1/4" 62.3 80.0 120.0 82.3 80.0 120.0 30' 28-1/4" 90.0 80.0 120.0 90.0 80.0 120.0 By 92" 88-1/4" 81.7 80.0 120.0 81.7 80.0 120.0 36' 32-1/4" 90.0 80.0 120.0 90.0 80.0 120.0 f E i M. Dade h9dacl1" 92-1/4" 80.5 80.0 120.0 80.5 80.0 120.0 42' 381/4' 87.9 80.0 120.0 87.8 80.0 120.0h"-- CENTERLINE CENTERLINE 98' 107 98.1/4• 120.0 120.0 48' 97-3/4" 441/4" 82-1/4' 80.0 80.0 120.0 80.0 60.0 120.0 � I - WIDTH -_�~ WIDTH ' 108• 104-1/4• 120.0 120.0 54' 50-1/4" 117.9 117.9 / ' DSOWSKI CD 120" 116-1/4' 120.0 120.0 80 56.1/4" 100.0 100.0 1 .na8 132" 1261/4• 100.0 100.0 70" 68.114" 100.0 100.0 FRAME CO 144", 140.1/4" 100.0 100.0 72" 661/4" 98.9 98.9 HEIGHT CV 24• 20-1/4" 90.0 60.0 120.0 90.0 80.0 120.0 24' 20.1/4• 90.0 80.0 120.0 90.0 80.0 120.0 DLO WIDTH -.- f DLO WIDTH -+ CENTERLINE CO CD 30" 26 -IR • • 90.0 80.0 1200 80.0 80.0 120.0 30" 267/4• 90.0 80.0 120.0 90.13 60.0 120.0 DLO DLO HEIGHT 3-11 • • 90.0 80.0 120.0 90-0 80.0 120.0 36" 32-114" 90.0 60.0 120.0 90.0 80.0 120.0 / a c alo0 36• t- • 3.51/4' •• • • 90.0 7100 .190 ,0 90.0 80.0 120.13 42• 36114' 8612' 86.9 80.0 120.0 88.9 80 0 120.0 HEIGHT HEIGHT / 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 (941)-480-1600 _ STOREFRONT WINDOW SYSTEM DETAILS - LA 3F 16 0= MD -3500 -2 -LM • • 44-1/4" 98.0 t0.g'r 12010 90.0 80.0 121.0 48" 102" 441/4• 120.0 120.01 54" • 50.7/4.8 80.0 eat 1236 90.0 80.0 120-0 54" 50-1/4• 116.1 118.1 • • • • • • • 7 58-114'0 90.0 10.0 120 90.0 Liao 120.0 60• 561/4" 100.0 100.0 a �E •0" • 66-114' 84.5 40.0• 12ip 84.5 80.0 120.0 70• 661/4' 97.9 97.9 FRAME 1 ...we •0�0 72• 60 " 54-1/2" 68-1/4" • 82.8 410•1 fp *WV 82.8 60.0 120.0 24" 20.1/4• 90.0 60.0 120.0 90.0 80.0 120.0 HEIGHT /-3/4" J �1 ' - 80-1M 119.5 119.5 30' 261/4" 90.0 80.0 120.0 90.0 80.0 120.0 DLO WIDTH --+ FRAME ..-E•-• • • •115.2 - • • • • 1R 36" 32-1/4" 90.0 60.0 120.0 90.0 80.0 120.0 HEIGHT �92" 88-1 • • • C 114.0 114.0 42' 108" 38-1/4" 102.1/2' 85.8 80.0 120.0 85.8 80.0 120.0 DLO • •'• • • • • • • TI t•J 111.7 48• 44-1/4" 120.0 120.0 HEIGHT CENTERLINE x 961/4" 7Q0.0 100.0 54• 50-1/4' 100.0 100.0 HEIGHT - _44...• 108' • • • • • 1 • • • i166o0 a 100.0 80• 561/4• 100.0 100.0 • 120" • • 11131113-1/4i, • • • 1/4 . 11A 100.0 24" 25.1/4" 90.0 80.0 720.0 90.0 80.0 120.0 • 18441 • • • 20-1/4" 90.0 60.0 • 1200 90.0 80.0 120.0 30' 26.1/4' 90.0 813.0 120.0 90.0 80.0 120.0 • 30" • 28-1/4" • 90.5 de** • *C*0 90.0 80.0 120.0 36' 32-1/4" 90.0 90.0 120.0 90.0 80.0 120.0 38" 32.1/4" 90.0 80.98 120.0 90.0 80.0 120.0 42' 114" 361/4" 108-1/2" 120.0 120.0 ' • B i 90.0 7800• •!a0 90.0 85.0 120.0 48• 441!4' 120.0 120.0 TABLE 2 ' • 90.0 80.0 120.0 90.0 80.0 120.0 54" 50.7/4' 100.0 100.0 `� 1371*- • • s 85.8 10.0 ',so 65.e 80.0 120.0 60• 58-1/4• 100.0 100.0 F- FRAME WIDTH dr 56-1/4. Al" 818 i0• 1220 828 80.0 120.0 24' 20-1/4' 90.0 60.0 120.0 90.0 80.0 120.0 FRAME WIDTH4 7aaVS • . • 861({,I 1z�0 720.0 30" 261/4' 900 813.0 120.0 90.0 80.0 120.0 1-3/4- 70" 72' • • • 120.0 120.0 36" 32-1/4' 90.0 80.0 120.0 90.0 80.0 120.0 84" 80-1/4" 100.0 100.0 47 120" 361/4" 114-1/2• 120.0 1200 __ 1H.# z 90• 861/4" 100.0 100.0 48" 44-1/4" 120.0 120.0 .1..s - 1e.596' 92• 88-1/4" 100.0 100.0 54" 50-1/4" 100.0 100.0 DLO (DAYLIGHT OPENING) FORMULAS: 96' 92-1/4" 100.0 100.0 60• 561/4' 100.0 100.0 0 24' 20.1/4" 90.0 80.0 120.0 90.0 80.0 120.0 24• 20.1/4" 90.0 80.0 1200 90.0 80.0 120.0 FRAME WIDTH - 5.1/2"= DLO WIDTH 0 30' 261/4• 90.0 80.0 120.0 90.0 80.0 120.0 30" 261/4• 90.0 80.0 1200 90.0 80.0 120.0 FRAME HEIGHT -5-1/2"= DLO HEIGHT 38' 32-1/4" 90.0 80.0 120.0 90.0 60.0 120.0 36'128"32-1/4• 120.112• 90.0 80.0 120.0 90.0 80.0 120.0 47 38-1/4" 90.0 80.0 120.0 90.0 80.0 120.0 42' 361/4" 720.0 120.0 CENTERLINE WIDTH - 3-3/4" • DLO WIDTH in 48" 44114" 87.2 80.0 120.0 87.2 80.0 120.0 48' 441/4' 100.0 100.0 CENTERLINE HEIGHT - 3-3/4" = DLO HEIGHT 54' 50.114' 82.1 80.0 120.0 62.1 80.0 120.0 54' 50.1/4• 100.0 100.0 anq 'sac; sa9a5 60" 78' 72.1/7 561/4" 78.5 78.5 120.0 78.5 78.5 120.0 24" 20.114" 90.0 80.0 120.0 90.0 80.0 120.0 CENTERLINE WIDTH -2-1/4"= GLASS WIDTH 70' 661/4• 119.4 119.4 30" 26-1/4• 90.0 80.0 120.0 90.0 00.0 120.0 CENTERLINE HEIGHT - 2-1/4" = GLASS HEIGHT 72" 661/4" 1189 118.9 36•132" 32-714• 120.0 120.0 FRAME WIDTH - 4" = GLASS WIDTH 84" 80-114" 100.0 100.0 42' 36114• 1261!2• 120.0 120.0 FRAME HEIGHT - 4' = GLASS HEIGHT- 90' 86-1/4• 100.0 100.0 48"44-1/4' 100.0 100.0 %i..,. :,--=m.:,- - 92• 68-1/4" 100.0 100.0 54' 50.1!4' 100.0 100.0 24' 20.1/4" 90.0 80.0 120.0 60.0 80.0 120.0 24' 20-1/4• 90.0 60.0 120.0 90.0 80.0 120.0 - ,.)," 30" 26.114' 90.0 80.0 120.0 90.0 80.0 120.0 30' 26-1/4• 90.0 80.0 120.0 90.0 80.0 120.0 NOTES: '" 36' 32"1/4' 90.0 80.0 120.0 80.0 80.0 120.0 36" 138' 32.1/4" 132.1/2" 120.0 120.0 47 38-1/4• 90.0 80.0 120.0 90.0 80.0 120.0 42" 38-1/4" 700.0 100.0 1. IF COMBINED WITH ANOTHER ASSEMBLY WITH A SEPARATE 48' 84.5 80.0 120.0 64.5 80.0 120.0 46" 44-1/4• 100.0 100.0 APPROVAL, (STOREFRONT ENTRANCE DOOR, PTAC LOUVER - . -. 1,4 54• 84.44-1/4• 761/2" 50.1/4' 781 79.1 120.0 79.1 79.1 120.0 24' 20-1/4° 90.0 80.0 120.0 98.0 80.0 120.0 OR WINDOW INSERT) THE LESSER DESIGN PRESSURE - 01 `1 60" 561/4" 119.5 119.5 30" 26-1/4" 90.0 60.0 120.0 90.0 80.0 120.0 VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW _ - - 70" 66-1/4' 100.0 100.0 36" 144" 32-114" 1361/7 120.0 120.0 SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE -" - 77 66.1/4" 100.0 100.0 42• 38-1/4" 100.0 100.0 SYSTEM. - 84" 80-1/4" 100.0 100.0 48' 44-1/4" 100.0 100.0 2. DLO = DAYLIGHT OPENING . - ' 3. SEE SHEET 15 FOR DESCRIPTIONS OF GLASS TYPES. A. LYNN MILLER. P.E. P.E.# 58705 TABLE 3: Mullion Anchor Cluster Design Pressue at Heed/SiII. (+1- pat) Sham 7Hekne66: 714' Mullion Anchor Cluster Design Prelims at Head/Sil, (+R psi) Shim Thickness: 1/4' Awrd9a Centerline F...Gro14 'A" Anon Qettty Grow "Er An chor Q entity Grow "C Archie Qeraty Group 'D' 10nity A11Croia Group "E' Anther Quantity Amnion 0.••••H10918Anchor Ferte Group Quantity Group 'EC Anchor Qen41ty Grow 'C Anchor enrty Q Group -0' An Moho Der0ly Group 'E' Anchor Quantity 771481 Ha�4 4 6 8 4 6 6 4 6 8 4 6 8 4 6 Wldth 4 6 8 4 8 8 4 6 8 4 6 8 4 6 24' 120.0 120.0 120.0 120.0 120.0 1200 120.0 1200 1260 120.0 120.0 120.0 120.0 120.0 24" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 120.0 120.0 120.0 30' (20.0 120.0 1200 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 12.0 720.0 120.0 120.0 35' 72.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 12.0 120.0 120.0 1200 AVERAGE CENTERLINE CENTERLINE 36' 42 120.0 12.0 120,0 120.0 121.0 120.0 120.0 12.0 120.0 1200 120.0 120.0 120.0 120.0 120.0 47 117.4 120.0 120.0 127.0 120.0 1200 12.0 1200 128.0 120.0 12.0 12.0 12.0 1200 + CENTERLINE s WIOTH 1 WIDTH 2 48' 1200 120.0 120.0 12.0 120.0 12.0 120.0 120.0 120.0 120.0 120.0 120.0 1200 120.0 48' 90' 107.4 120.0 12.0 127.0 120.0 120.0 12.0 120.0 12.0 12.0 1200 12.0 120.0 120.0 WIDTH 2 P600UCT' REVISED Cee Florida 54' 12.0 120.0 120.0 120.0 12.0 120 0 120.0 120.0 12.0 12.0 12.0 120.0 12.0 120.0 54 100.0 12.0 1200 120.0 1200 12.0 12.0 120.0 120.0 1200. 1200 120.0 12.0 12.0 as complying with Building Code 60' 12.0 12.0 12.0 12.0 12.0 12.0 12.0 1200 12.0 12.0 12.0 12.0 12.0 120.0 60' 94.6 12 .0 10 2 12 .0 1.0 2 12.0 72 .0 2 1.0 12 .0 2 1.0 1.0 2 12.0 120 7.0 2 g CENTERLINE Aceepmnx NO • •� 70' 12.0 12.0 12.0 12.0 12.0 12.0 120.0 12.0 12.0 12.0 12.0 12.0 120.0 120.0 70' 88.4 12.0 12.0 12.0 12.0 12.0 118.2 12.0 12.0 12.0 12.0 12.0 120.0 120 -moi WIDTH 2 Il.� [ picot r Dais 72' 12.0 12.0 1200 12.0 12.0 12.0 120.0 120.0 12.0 12.0 12.0 120.0 120.0 120.0 77 87.6 12.0 120 12.0 72.0 12.0 117.0 120 12.0 12.0 12.0 12.0 120.0 12.0 �.{ CENTERLINE _Fi:�Y 'M7� 84' 120 120.0 12.0 12.0 120.0 12.0 120.0 12.0 120 120.0 12.0 12.0 12.0 120.0 24' 120.0 120.0 12.0 12.0 120.0 12.0 120.0 120.0 12.0 12.0 120 120.0 120.0 120 I WIDTH 1 Ry %J�, 'A 7/ ' 90' 12.0 1200 12.0 1200 12.0 12.0 12.0 120 12.0 12.0 12.0 12.0 12.0 12.0 30' 120.0 120,0 1200 12.0 120.0 120.0 120.0 1200 120.0 12.0 12.0 120.0 120.0 120 Miens 4 .L 92 ,200120.0120.01200120.01200120.01200120.0120.0120.01200120,0 12.0 36' 118.5 12.0 120.0 12.0 120.0 120.0 120.0 120.0 12.0 12.0 120.0 120.0 12.0 120.0 / i 98' 12.0 12.0 1200 12.0 12.0 12.0 12.0 1200 1200 120 120 12.0 12.0 12.0 42' 105.5 12.0 120 12.0 12.0 12.0 12.0 120.0 12.0 12.0 12.0 120.0 12.0 12.0 102 1200. 1200. 120.0 1200. 1200 1200 1200. 12.0 1200 1200. 12.0 1200. 1200. 12.0 48' 973/4" 96.1 12.0 1200 120.0 120.0 1250 12.0 1200 120.0 120.0 120.0 120 120.0 120.0 // DSOWSKI CO 108' 12.0 12.0 120.0 12.0 12.0 12.0 12.0 120 12.0 1200 12.0 12.0 12.0 12.0 54' 89.0 120.0 120 12.0 12.0 120.0 119.1 120 12.0 12.0 12.0 120.0 12.0 12.0 ir- 120' 120,0120.0120,0125013201200120,0120.01200120.0120.0120.01200 120 60" 63.7 1200 12.0 115.9 120.0 12.0 111.9 120.0 12.0 12.0 120.0 12.0 1200 120.0 .^80 (0) 132' 1200. 1200. 12.0 1200. 1200. 1200 1200. 1200. 1200. 1200 12.0 1200 1200. 1200 717 77.4 116.2 1200 107.2 120.0 12.0 103.6 (2.0 12.0 12.0 1205 120.0 120.0 12.0 FRAME / N 144' 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12002 10 12.0 12.0 12002 10 77 76.5 114.8 1200 1059 120.0 1200 1023 12.0 12.0 120.0 12.0 120.0 120.0 120.0 HEIGHT a 24' 12.0 1250 1211• 12.0 12.0 12.0 12.0 12.0 1200 1200 12.0 12.0 12.0 12.0 24' 120.0 120 12.0 12.0 120.0 12.0 120.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 /Cz> 12.0 1250 1�.0 12.0 12.0 72.0 12.0 12.0 12.0 12.0 12.0 12 10 2 30' 1.0 2 2 1.0 10 2 12.0 12 .0 1.0 2 10 2. 12.0 12.0 12.0 12.0 12.0 12.0 120.0 a00 •10' • 12.0 12.0 2o,2 12.0 12.0 20 15 12.0 1200. 12.0 12.0 12.0 .0 12.0 120.0 38' 1125 120.0 12.0 120 120 120 12.0 120 120.0 120.0 12.0 120.0 120.0 12.0 J C • • • • 12.0 12.0 12.0 tg1.0 12.0 2}j,' 12.0 12.0 120 12.0 72.0 12.0 12.0 12.0 42 100.0 120.0 12.0 120.0 120.0 120.0 (2.0 120.5 120.0 120.0 72.0 12.0 120.0 12 .0 -2 r G •t2 48' • 12.0 1 % 1 r r.0 1200 12x0 12.0 12.0 12.0 1200 12.0 12.0 12.0 12.0 48" 102 90.9 12.0 120 12.0 120.0 12.0 12.0 120.0 12.0 1200 1200 12.0 12.0 120 \,� W J 41546•••• 12.0 12.1 12.0 'r1.0 12.0 `2.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 54' 84.0 120.0 1200 1103 120.0 120 1124 12.0 120.0 120.0 120 120.0 120.0 120.0 / I \ ! TABLE 4. MIN1onAnchor Cluster Design Pressure at Head/Sil, (+0- psr) Shim Thickness. 1/7 MuMon Anchor Coveter Design Pre95tre at Head/Sil, (+1 --par) Slim 1140kneca: 172" Average Group Ancrrola rN• h Group "Er Anchor y Group .C. Anchor Cu 0Oy Group "D' Arcnar Quantity 821.0 .E. AnchorQuantity &snipe Caaaline _ Frame Grotett'A' Anchor Quantity r Anchor weeny Grow 'C' Anchor Duvall Group 'D' Anctcr Quantity GrourE- 48000 Quantity e Q Width With x 4 6 8 4 6 8 4 8 8 4 8 8 4 6 WIErh F19131 4 8 6 4 6 8 4 6 8 4 6 8 4 6 24" 120.0 120.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 1310 120.0 1200 120.0 24 117.3 120.0 120.0 117.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 120.0 1200 120.0 120.0 120.0 120.0 120.0 1200 120.0 121.0 120.0 120.0 120.0 30' 97.6 1200. 1200. 97.6 1200. 120.0 120.0 1200. 120.0 120.0 120.0 1200. 120.0 1200. 120.0 120.0 120.0 36 847 121.0 120.0 84.7 127.0 121.0 115.9 120.0 120.0 120.0 120.0 120.0 120.0 120.0 AVERAGE CENTERLINE CENTERLINE 36' 120.0 120.0 120.0 120.0 120.0 120.0 7210 120.0 120.0 120.0 127.0 121.0 127.0 120.0 120.0 121.0 120.0 120.0 42' 75.8 113.8 120.0 756 113.6 127.0 103.6 121.0 120.0 120.0 120.0 120.0 120.0 120.0 + CENTERLINE n. WIDTH 1 WIDTH 2 PRODUCT REVISED 47 48' 127.0 121.0 120.0 1200 120.0 121.0 120.0 1200 130 1200 127.0 1200. 120.0 120.0 120.0 120.0 120.0 120.0 48 90' 69.3 104.0 127.0 693 1040 120.0 47.8 120.0 120.0 120.0 120.0 120.0 120.0 127.0 WIDTH 2 as complying with die Florida 54' 120.0 1200 12).0 120.0 120.0 1200 120.0 120.0 120.0 1210 121.0 120.0 120.0 54' 64.5 96.8 121.0 64.5 96.8 120.0 88.3 120.0 121.0 1125 120.0 120.0 120.0 121.0 �CENTERLINE� Building Code 1200 120.0 120.0 120.0 120.0 121.0 127.0 121.0 120.0 120.0 97 61.0 91.5 121.0 61.0 91.5 120.0 83.4 121.0 121.0 108.3 120.0 120.0 1200 120.0 Ac<eplmm No • Q , .^72Cw,{. 60" 70' 120.0 120.0 1200 120.0 120.0 120.0 121.0 120.0 120.0 120.0 1210 120.0 120.0 170.0 721.0 120.0 70' 57.0 85.5 114.1 57.0 855 114.1 78.0 177.0 1200. 994 1200 1200. 1200. 1200. WIDTH 2 ILS.- /f) F pi71 • Doe Fi-twY 1B 77 120.0 127.0 120.0 120.0 1200 120.0 1200 130 120.0 120.0 120.0 120.0 120.0 72' 56.5 84.7 112.9 56.5 84.7 1129 77.2 115.9 120.0 98.4 120.0 120.0 120.0 120.0 J CENTERLINE - I 7 � 84' 120.0 120.0 1200 120.0 120.0 1200 120.0 120.0 127.0 720.0 126.0 127.0 121.0 24' 108.7 121.0 127.0 106.7 120.0 1200. 1200. 1200. 1200. 1200. 1200. 1200 1200 1200 WIDTH 1 BV .JO i• •�- I1 ��'.-,,rr�� 0- 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 884 127.0 120.0 88.4 127.0 120.0 120.0 120.0 1200 121.0 120.0 120.0 1200 12).0 Miam rsdern141e1 4 1310 120.0 120.0 120.0 120.0 120.0 38' 765 114.7 1200. 766 114.7 1200. 104.6 1200. 120.0 1200. 1200 120.0 1200. 1200 97 96' 127.0 120.0 1200 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200 120 0 120.0 120.0 130 0 120.0 120.0 120.0 120.0 120.0 47 681 1022 123.0 66.1 102.2 120.0 932 1200. 1200. 118.7 1200. 120.0 1200. 120.0 107 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 121.0 120.0 120.0 120.0 48" 973/4' 62.0 93.0 127.0 82.0 93.0 120.0 84.8 121.0 1 6 0 106.1 12).0 121.0 121.0 127.0 / CD 108'123.0 108' 120 0 121.0 120.0 120.0 1200 126.0 1200 12.0 120.0 120 0 120.0 120.0 120.0 120.0 54' 57.5 86.2 114.9 575 86.2 114.9 78.6 117.9 121.0 100.2 1200. 120.0 121.0 120.0 1. 120.0 120.0 120.0 120.0 121.0 60' 540 61.0 108.0 54.0 81.0 108.0 73.9 110.6 170.0 94.1 1200. 120.0 1200 120.0 . oo M 120' 137 1200 120.0 1200 120.0 120.0 120.0 120.0 1200 1200 120.0 120.0 120.0 121.0 120.0 120.0 120.0 120.0 120.0 1210 120.0 1200 127.0 120.0 70' 50.0 75.0 100.0 500 75.0 100.0 66.4 102.5 120.0 87.1 121.0 120.0 1200 120.0 FRAME / ? N 144" 120.0 120.0 120.0 120.0 120.0 121.0 12.0 120.0 127.0 120 0 1200 120.0 120.0 127.0 72' 49.4 74.1 98.8 49.4 74.1 988.8 67.5 101.3 1200 86.1 1200. 1200. 1200. 121.0 HEIGHT O C 3 0 24' 120.0 120.0 120.0 120.0 120.0 120.0 1200 120.0 120.0 121.0 127.0 120.0 120.0 120.0 24' 101.7 1200. 1200. 101.7 1M.0 1200 1200. 1200. 1200. 120 0 120 0 1200. 1200. 121.0 /1' l' Cl) 30' 120.0 1 0 120.0 120.0 127.0 1200 120.0 1200 120.0 1200 127.0 120.0 120.0 120.0 30' 84.1 127.0 127.0 84.1 121.0 120.0 115.1 120.0 127.0 127.0 120.0 120.0 120.0 120.0 O 2 ''''°38' 120.0 1c40 1 0% •1 120.0 120.0 1200 121.0 120.0 120.0 120.0 120.0 1200 120.0 36' 72.6 106.9 121.0 72.6 108.9 1200 99.3 127.0 120.0 1200. 120.0 120.0 120.0 12).0 re J 721.0 120.(21 wQj7}7 .0 0 1200 20.0 121.0 721.0 120.0 120.0 120.0 720.0 121.0 47� 64.5 88.8 720.0 64.5 96.8 120.0 88.9 121.0 121.0 112.5 720.0 120.0 120.0 121.0 C apt NO • • • • 120.0 120.0 120.0 120.0 120.0 4,291,0 120.0_ 120.0 120.0 123.0 130 120.0 120.0 120.0 48' 58.6 88.0 117.3 58.6 88.0 117.3 80.2 127.0 120.0 102.2 120 0 120.0 120. 0 120.0 �y��^ • 121.0 }120.4 17p0 120.00121.0 120.0 120.0 121.0 120.0 120.0 120.0 598' 54.2 61.3 108.4 542 81.3 1064 74.1 111.2 126.0 94.5 120.0 120.0 120.0 127.0 /�.. I \ 7 (8 (V 1154 60' • 120.0 120.0 120.0 12111 120.0 OG0.0 t}71 1.1.0 120.0 120.0 720.0 127.0 120.0 121.0 121.0 721.0 721.0 120.0 60' 50.8 762 101.7 50.8 76.2 101.7 695104.3 170.0 886 1200 121.0 1200. 1200. S ' 1\ 1070 TECHNOLOGY DF N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 (941)-480-1600 'X014 :FRONT WINDOW SYSTEM DETAI O -,31-1r• 120.0 120.E 120.0 110.0 120.0 9120.0 1200. 121.0 120.0 121.0 120.0 127.0 120.0 1200 70' 46.8 70.2 93.6 46.8 702 936 &1.0 96.0 121.0 81.6 1200 120.0 120.0 120 0 0 120.0 120.0 120.0 120.0 120.0 6120.!! 120.08 120.0 120.0 120.0 120.0 120.0 120.0 121.0 24• 95.3 121.0 1200. 95.3 121.0 121.0 1200. 1200. 1200. 121.0 1200. 1200. 1200. 120.0 / CO 120.0 120.0 10.0 120.0 120.0 si2E.1} T2Ro° 121.0 120.5 1210 120.0 120.0 120.0 120.0 30' 78.7 118.0 121.0 76.7 118.0 121.0 107.6 127.0 120.0 120.0 121.0 120.0 120.0 120.0 :_ 120.0 1410 12211 1200 1 1 0.120. 0 120.0 120.0 120.0 120.0 121.0 120.0 3E 87.8 101.7 121.0 67.8 101.7 120.0 92.7 121.0 121.0 118.7 127.0 120.0 120.0 121.0 SILL SHOWN. HEAD 0 afoi • 97 • • • 1200 1240 1,20.0 8127.0 1j0.0 120.0 0 120.0 121.0 120.0 1210 120.0 120.0 1250 47 106' 60.1 90.1 1200 60.1 90.1 121.0 822 120.0 120.0 104.7 127.0 120.0 1200. 120.0 SIMILAR, ANCHOR 2 90 1200 1421 426.0 1200 }1x.0" •26,06 1210 120.0 120.0 127.0 120.0 120.0 120.0 48' 54.5 81.7 108.9 57.5 81.7 108.9 74.5 1117 120.0 94.9 127.0 121.0 120.0 127.0 QUANTITY MAY VARY '05 • 4107 • • • • 120012001200101010.0120012001,01200132.0120.0120.01200 4120.0 04.4 54" 50.275.3190.450,2753100.468.71030120.067,51200120,01200126,0 (8 SHOWN) 14t) -i• 6 • 120.0 127.98 gm1121.0 121.0 116 12.0 120.0 120.0 121.0 121.0 120.0 120.0 120.0 60' 46.9 70.4 93.8 48.9 70.4 83.6 64.2 882 120.0 81.8 121.0 120.0 120.0 120.0 127 720.0 121.0 120.0 *0.0 121.0 7.120.0 121.98 120 0 121.0 127.0 120.0 120.0 120.0 121.0 24' 897120,0120.089.7126.0120.0120.0120.0120.0120.0120.0120.0120.0 121.0 CO X21 •• 120.0 120.0 T2�6120.0 1200 11b.5,1250 120.0 120.0 120.0 127.0 127.0 120.0 121.0 30' 73.9 110.9 120.0 73.9 110.9 121.0 101.1 120.0 121.0 120.0 120.0 127.0 121.0 121.0 WINDOWWINDOW I 4- --,g . • 120.0 1200 121.0 121.0 120.0 120.0 120.0 120.0 38' 63.5 953 1200. 83.5 953 121.0 86.9 120.0 1200. 110.7 121.0 1200. 120.0 121.0 LL . 120.0 120.0 0 120.0 120.0. 120.0 .0 'Rol 121.0 121.0 120.0 127.0 120.0 1200 120.0 42' 114' 56.2 84.3 112.4 56.2 84.3 112.4 769 1153 120.0 98.0 120.0 120.0 120.0 121.0 _____ '�iiMMI��_ 0 38' 112.9 102.5 120.0 14.E 720.0 120.0 112.9 1025 120.0 . ,40l120.0 123.0 120.0 120.0 120.0 121.0 120.0 48' 50.8 70.2 101.7 50.8 76.2 101.7 69.5 104.3 120.0 88.6 127.0 120.0 1200 120.0 CD W • 441 A • • 95.3 121.0 120.0 95.3 120.0 ./a. 120.0 120.0 120.0 120.0 120.0 121.0 120.0 120.0 120.0 54' 48.7 70.1 93.5 46.7 70.1 93.5 63.9 95.9 121.0 81.5 1200. 1200. 1200. 1200. 2-1/4" laay+ 214•• 80.4 1290 72001 1104 120.0 9721.0 }210 120.0 120.0 121.0 170.0 120.0 120.0 721.0 80' 43.8 65.9 87.1 436 85.3 87.1 59.6 89 4 179.2 119 2 75 9 75.9 113.9 113 9 120 0 120.0 1 2_7 1127 120.0 1296 77 87.1 120.0 120.0 87.1 1200 8120.1 1197 121.0 120.0 120.0 120.0 120.0 120.0 123.0 24' 847 137.0 120.0 847 030 0 1200 115 9 1200 1200. 120.0 121.0 1200. 120.0 120.0 TABLE 1, SHEET 1 •1• • • • 110.0 1150 120.0 127.0 123.0 121.0 121.0 121.0 121.0 30' 89.7 104.6 120.0 69.7 104.6 120.0 95.3 120.0 1200 121.0 120.0 120.0 120.0 127.0 f SEE 77 94.8 847 120.5112980} 1'.0120.0 64.6 R4.7 121.0 120.0 120.0 115.9 120.0 120.0 120.0 120.0 120.0 1200 120.0 3G 59.8 89.7 1196 59.8 89.7 119.6 61.8 120.0 120.0 104.2 121.0 120.0 120.0 120.0 FOR ANCHOR MIN. O.C. Z 84' 84.7 120.(" 2�0. 84.7 120 0 120.0 1159 120.0 120.0 121.0 120.0 120.0 120.0 121.0 47 127 52.8 79.2 105.6 52.6 79.2 105.6 72.2 108.3 127.0 92.0 120.0 120.0 120.0 121.0 SPACING, 4" MAX. aims 90' 847 120.0 1200 84.7 121.0 120.0 1159 120.0 120.0 121.0 120.0 120.0 120.0 120.0 48' 47.7 715 95.3 47.7 71.5 95.3 65.2 97.8 1200. 63.1 1200. 1200 120.0 1200. O 97 64.7 120.0 120.0 84.7 120.0 120.0 1159 120.0 720.0 121.0 120.0 121.0 120.0 1210 54' 43.7 85.6 87.4 44.7 868 87.4 59.8 89.7 119.6 762 114.3 120.0 113.1 121.0 `Zr O 98' 84.7 720.0 120.0 84.7 120.0 120.0 1159 120.0 120.0 120.0 127.0 127.0 120.CT 120.0 60' 40.7 61.0 81.3 40.7 81.0 81.3 55.6 834 111.2 709 106.3 120.0 105.2 121.0 HEAD 6 SILL O UJ W Ce � 24' 120.0 1200 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 24" 80.3 127.0 1200. 80.3 121.0 120.0 109.8 120.0 120.0 127.2 127.0 120.0 1200. 121.0 ANCHOR PATTERN ir m Ch !) 120.0 120.0 120.0 120.0 30' 65.9 98.9 121.0 65.9 96.9 120.0 90.2 121.0 120.0 114.9 120.0 120.0 1200 127.0 W 0 ( 30' 1182 120.0 120.0 118.2 120.0 120.0 120.0 120.0 121.0 123.0 120.0 121.0 36' 58.5 84.7 1129 56.5 94.7 112.9 77.2 115.9 120.0 964 120.0 120.0 121.0 120.0 O <� (1) 36' 1017 120.0 1210 101.7 1200 120.0 120.0 120.0 12).0 120.0 120.0 123.0 120, 49.8 74.7 89.6 49.8 74.7 99.6 68.1 102.1 120.0 86.8 127.0 120.0 1200 120.0 47 91.7 120.0 120 0 91.7 121.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42' 116.0 127.0 alai '4080 aoMaS 48' 84.7 1200 120.0 84.7 120.0 120.0 1159 123.0 127.0 120.0 120.0 120.0 120.0 121.0 48' 44.9 67.3 89.7 41.9 67.3 89.7 61.3 92.0 120.0 782 117.2 120.0 54'79.7 1196 121.0 79.7 1196 120.0 1090 121.0 120.0 121.0 120.0 121.0 120.0 120.0 54' 41.1 81.8 621 41.1 61.6 82.1 56.2 84.3 112.3 71.6 107.4 120.0 106.2 120.0 60' �" 76.2 114.4 120.0 76.2 1144 1200 134.3 1200 120.0 1200 1210 120.0 120.0 120.0 24' 76,2114.4122076,2114,4120.0194,31200120.01Z.0120.0120.0131.0 120.0 70' 72.9 109.4 120.0 729 109.4 120.0 99.8 120.0 1200 127.0 1200 120.0 1200 121.0 30' 826 93.8 121.0 628 93.8 121.0 85.6 120.0 120.0 109.0 120.0 120.0 120.0 120.0 _ 77 726 108.8 120.0 726 108.9 121.0 99.3 121.0 1200 1210 127.0 120.0 120.0 121.0 36' 53.5 80.3 107.0 53.5 80.3 107.0 73.2 109.8 120.0 932 121.0 120.0 121.0 127.0 _ 84• 72.2168.3120,072.21683120.098,7120,01200126,0131,01210120,0 121.0 47 137 47,170,694.24717069),2644600122.082,1120,0120,0120,0126,0 90' 722 108.3 120.0 72.2 1063 1200 98.7 121.0 120.0 120.0 120.0 127.0 120.0 120.0 46' 42.4 63.5 84.7 42.4 63.5 84.7 57.9 86.9 115.9 73.8 110.7 120.0 109.8 120.0 - -' ^ 120.0 120.0 170.0 120.0 120.0 1210 54' 38,758.177538758,177553079,410596751012120.010021200 NOTES: - 97 24' 722 120.0 108.3 120.0 121.0 120.0 722 1200 108.3 120.0 120.0 120.0 98.7 1200 120.0 121.0 120.0 1213.0 121.0 120.0 121.0 121.0 24' 72.6 108.9 120.0 72.8 1919 1200. 99.3 1200 1200. 1200 1200 1200. 1200 120.0 30' 1061 120.0 120.0 106.1 1200 120.0 1200 120.0 120.0 1200 120.0 121.0 120.0 120.0 30' 59.5 89.3 119.0 59.5 69.3 119.0 814 120.0 120.0 103.7 120.0 1200 121.0 120.0 1. IF COMBINED WITH ANOTHER l 3B 92.4 l21.0 120.0 924 720.0 120.0 1210 120.0 120.0 1211.0 120.0 121.0 120.0 120.0 36' 138' 50.8 76.2 101.7 50.8 762 101.7 69.5 104.3 120.0 m0 121.0 120.0 1200 127.0 ASSEMBLY WITH A SEPARATE . 1//`r. `t 7 47 83.0 120.0 120.0 83.0 121.0 121.0 1135 120.0 120.0 120.0 120.0 121.0 120.0 120.0 47 44.7 67.0 89.4 44.7 67.0 89.4 611 91.7 120.0 77.9 116.8 120.0 115.6 121.0 APPROVAL, (STOREFRONT ENTRANCE 48" 76.2 114.4 120.0 78.2 1144 120.0 104.3 120.0 120.0 120.0 170.0 170.0 121.0 120.0 48' 40.1 80.2 80.3 40.1 60.2 80.3 54.9 82.3 109.8 69.9 104.9 120.0 103.8 127.0 000R, PTAC LOUVER OR WINDOW 54• M, 71.3 107.0 120.0 71.3 107.0 120.0 97.6 120.0 121.0 120.0 127.0 1210 120.0 130 24' 69.3 104.0 120.0 69.3 101.0 120.0 948 121.0 120.0 120.0 121.0 120.0 120.0 120.0 INSERT) THE LESSER DESIGN r 6 0)T. .- ,.; ✓ 80' 67.6 101.7 120.0 67.8 1017 120.0 92.7 123.0 120.0 116.1 120.0 1210 120.0 170.0 30' 56.7 85.1 113.5 56.7 85.1 113.5 77.6 116.4 121.0 98.9 120.0 120.0 1200 120.0 PRESSURE VALUE OF ANY ASSEMBLY '.."�. '< 70' 64.0 96.0 1200 64.0 960 120.0 87.5 120.0 120.0 111.6 120.0 121.0 120.0 121.0 36' 144• 48.4 726 96.6 48.4 72.6 96.8 662 993 120.0 844 120.0 120.0 120.0 120.0 OR THE STOREFRONT WINDOW SHALL,: (.�1- - 72' 63.5 95.3 120.0 63.5 95.3 120.0 88.9 121.0 120.0 110.7 120.0 120.0 120.0 1200 47 42.5 63.8 800 425 63.8 85.0 58.1 872 116.3 741 111.1 120.0 109.9 120.0 BE THE DESIGN PRESSURE FOR THE A. LYNN MILLER, P.E. 84' 62.2 93.4 121.0 622 934 120.0 85.1 1200 120.0 1915 1200 121.0 120.0 120.0 48' 38.1 57.2 76.2 38.1 57.2 76.2 52.1 782 1043 66.4 99.7 120.0 98.6 120.0 ENTIRE SYSTEM. P.E.#58705 TABLE 5: Jamb Anchor Spacing Shan thickness = 114' Jamb Anchor Spacing Shim Thickness = 114" Nominal Dim. Installed Installed Installed Installed Installed Nominal Dirt Installed wllh Installed with Installed with Installed with Installed with Centerline Width Frame Height with Group"A' Anc has with Group'B' Anchors with Group 'V Anchors with Group 'Tr Anchors with Group "E' Anchors Certedine Width 82me Height Group"A' Anchors Group 'B' Anchors Group "C' Anchors Group "D" Anchors Group 'E' Anchors 15 18' 18' 18• 18' 24' 19" 18" 15 1a" 18" 24" 18' 18' 18" 18" 18" 30' 18' 10' 18' 10' ,9• 30" 18' 18' 15 10' 18' 36' 78' 18' 70" 15 18" PRODUCTREVISED 38" 18" 18" 18" 18' 18" 42" 18' 18' 15 18' 18" as complying with the Florida 42" 48" 18' 18' 18' 18" 18' 48' 90" 18' 18' 15-5/8' 18' t9• Building Code 18" 18" 18" 10' 54' 15 19' 155/8' 18" 10' Acceptance No •'ID 5Q5i , 54" 18' 18' 19' 16• 18" 101 60' 75-5/8• 18" 1Fi-Sr8' 18' 18• CENTERLINE Exiratiun Dare / 1P 80" 19' 18' 18" 18• 18' 70' 15-5/8' 1B' 13• 18' 1 _FRAME - 1-314" - WIDTH 1 WIDTH r ie. i, 70" 15 15 18' 15- 18" 72" 15-5/8• 15 13' 15 18•5 By ' 72" 48, 18" 10• 18" 18" 18• 24' 18' 18" 18' 18' 18' .vier l: TABLE 6: Jamb Anchor Spacing Shim Thickness =l/2' Jamb Anchor Spacing Shim Thickness = 1/2' Nominal /im Installed 199181led Installed Installed Installed Nominal Dim. Installed w4h Installed with installed pith Installed with Installed pith Centerline Width Frame H2916 with Gloop 'A' Anc has with Group "B' Anchors with Gnaw 'C Anchors with Group '0" Anchors wn4h Group'E' Anchors Canadine Width Frame Height Group "A" Anchors Group 'B' Anchors Group V Anchors Group 'Cr Anchors Group •E• Anchors 18• 18" 18' 6,1,66668366 tato! to !n to to to to to to to to 24' 18' 18" t8' 18' 18' 24" 0 MEAN 30' 18" 16' 18' 18' 18' 30" Mall. X MIEGENIMIEGM 36' 15-5/8' 15-5/8" 18" 18" 18' ^RODUCr REVISED 36" 42" 13" 13' 18' 18' 18' Redd& as complying with the d& 42"j 48" 1 48' 90" 13" 13" 15-5/8' 18' 10" 3uilding CodenA fa,'D5� 54' 11.118" 11-19' 15-518' 18' 18' n tanceNo 54" X00 155/8' 18' 113' r r tw>n Dam LB 60" 11.1113111111=13111 Milli78' 80 11-1/8' 11-1/B' CENTERLINE __ FRAME -13/4'�� 70" � � 70' 0. 1 4" 0. 14' 13' t0• 18' WIDTH WIDTH 72- 72' 9-3/4' 9-14' 13' 18' 18' By . : X00 I 24" 18' 18' 18' 18' 18" %liar, hoArct C:aakrpP i 84" 30" 17-1/8" 17-118• 18' 18" 18' 90" X00 145/18' 14-5118" 18' 1B' 18' Lam--- 92" 18' IB' 18' 19- 18' 38' 17-118' 1r 18- i' FRAME WIDTH ---� CO 96" 18' 18' 18' 18' 18' 42' 12-1/4" 12-1/4" Y 102' 18' 18' 10• 18" 18' 48' 97-14" 12-1/4" 12-1/4" 17-1/8' 18' 18' '^aa M 18' 18' 18' 18- 18' 64' 10-34' 103/4• 145/18' 18' 18' 6' MAX. i1% 108' 18' 18' 18' 18' 18" 60' 10-14" 103/4" 145/18' 17-1/8' 18'I j N 120' 18" 78' 18' 70• 18' 70' 9-1/2"9-1/2' 12-i/4• 17-7/B' 18' O CO 132' 144' 1B' 18' 18' 18' 18' 72' 9-1/2' 9-1/2' 12-1/4' 77-118" 18' c (n O 16" 18' 18' 78' 24' 18' 18' 18' 18' 18' / S alga 24" 18" • 18' • 18" 18' 18' 18' 30' 15" 18' 18' 18' / OPTIONAL 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 (941)-480-1600 tONT WINDOW SYSTEM DETAILS - LA 3 OF 16 MD -3500 -2 -LM 30" 36" � 0 38' 15" 15" 18' 18' 18' 19" SEE TABLE 6, HORIZONTAL -3 • • 0 9' te' 42' 12-718' 12-79' 18' i8• 18' THIS SHEET MULLION • •41'• • 49" • !6• IB' 18' 18' 48' 102' 11-1/4• 11-1/4" 15' 1B' 18' ,8 e • • • IB' 8' • • 18' 18" 54' 11-1/4" 11-1/4' 15' 18' 18' u 05-7 54" • •f•'• • /9 • �e• • •8' • 18' 18' 18' 18' 60' 10" 10' 12-7/8' 18' 18' •7ry' 16' • 16' • • 10 • •ill' 18" 70' 9• 9' 12-718' 19' 18' FRAME �• 1M 18" • •8• • • 18' 18' 24' i8' 1B' 18' 1B' 18' HEIGHT i2' 116" 76' 18' 18' 18' 30' 76" 16" 18' 18' 18' • •9,• s • - 16' • 18' IP • 18' 19' 36' 13-11/16" 13-11/16' 19' 18' 19' • i' • 18' • 18' • 18'18" 42" 109' 13-11/18" 13-11/18' 16' 18' 18• 11311.4• • 98"• • 1+ 16' 18' 18' 48' f2' 12' 16' 78• 18' • jB 8' 18' 18' 54' 10-11/16" 10-11/18' 13-11/18' 18' 18' tel 62"1/ • 100' • •18' • 16' • T9' 7B• 18' 60" 9-5/8' 9-5/8" 13-11/18" 18'18' • • • • • 16' • it Eta • 78' 18' 24' 18' 18' 18' 7B' 18' 120' 1 •r"• • • el; • 18" 18' • 18" 18' 18' 30' 1r 17" 1B' 18" 18" • 30" • 1S 111.11111111:11213• 18" 36' 14-9/16• 14-9/18' 18' 18' 18' 38" 16" 5 190 .11101111 MEM 42' 114' 12-3/4' 12-3/4'8' 17' 1 18' 6' MAX. ' •-•--45319--••• 5' 15" - • 18' 18' 48' 115/16' 11-5/16' 14-9/16" 18' 18" / •40" 1.•" 12' 19' 10" 18' 54' 10-118' 10-3/16' 148!16' ill' 18' I CENTERLINE - 1aa45 • 12'• • 12" 15' • 18' 18' 80' 9-1/4" 8-111' 13-14' 10' 18' -I I"�— WIDTH 'I N 0/i •roq" 72' 1 • t2' • 5• • •18' 18' 24" I9' 18' 18' 1B" 18' q q • • • "�7p" 12" 12' 15' 18' 18' 30' 19" 18' 18' 18' 18' Z • • 12" 15' 18' 18' 38' 13-1/2' 13-1/2' 18' t8' 18' atoo5 72" •12'• I9" 18' 42' 120' IT 12' 18' 18' 18' I 84" 12' 12" 15' 10-13/18' 15-7/18' 18' 18' G LL, p 90" 12' 12' 15' 18" 18' 49" 10-13/16" JAMB ANCHOR u- tD l.L 92" 12' 12' 15' 1B' 18' 64' 141118' 10-73/76' 13-1/2' 18' 18' SPACING Ll.l In 96" 12" 12" iS 18' 18' 60' 9-1316' 9-13/16' 13-1/Y 19" 18' J 24" 18' 18' 18' 18' 18' 24' 18' 18" 18' 18' 18' L Q 18-12' 18-1/Y 18' IB' 18• 30' 16-5116' 16-5116" 18' 18' 18• „..1:13 30" 1612' 1&712' 18" 10• 18' 36' 14111" 141/4" 18' 18' 19' F- N 38" 42" 13-3/16' 13-3/18" 18• 79' 18" 42' 120• 12-11/16' 12-11/16' 165/18' 18" 18- 8lY/ ',se0 s /•ag 48" 133/16' 133/18" 18-12' 18' 18" 48' 11-3/8' 1139" 14-1/4" 18' 18' 11' 11' 16.12' 10" 19' 54' 103/8" 1039' 14-114' 18' 18' 60" 79' 11• 71' 1612• 18' 18' 24' 18' 18' 18' 19' 18' 70" 11' 11' 13.116" 18' 18' 30' 17 1/8' 17-19' 18' 19' 18' <� 11' 11' 13-310" 18• 19' 36' 15' 15' 18' 78' 18' 72" 11" 17' 133/16• 18' 18' 42' 132' 12' 12' 17-7/8' 18' IT 64" 11' it' 133/16" 18' 18' 48' 10-15178" 10-15/18' 15' 18' 78' 90" g2" 11' 11' 13.116' 18' 18' 54' 10" 10' 135/16' 17-1/9' 18' 18' 18' 18' 18' 18' 24' 18' 18' 18' 18' 18' 24" 30" 19" 18' 18' 18' 19' 30' 75314' 153/4" 19' 18' 18' 38" 1439' 143/8' 18" 10' 18" 36' 136' 14' 14' 18' 18' 18' -_ t _ 14318' 143/8• 18" 18' 18' 42' 12-5/8' 7259" 15-3/4' 18' 18' -��- - 42" 4B"84.12' 12' 18' 1r 18" 46' 11-7/16' 11-7/16' 14' 18' 18' C,. 12' 12" 743/8" 19• 18' 24' 18' 18' 19' 16' 18- 54" 10-5/18' 105116' 14-3/8' 18' 18' 30' 16-112' 76-12' 18' ill' 18' 60" 70" 105/16• 105/10' 14-3/8' 18' 18' 38' 144' 14-11/16' 14-11/16' 18' 18' 18' 72" 10-5/16' 10-5/16' 14-318' 18' 18' 42' 12' 12' 16-7/2' 18' 18' A. LYNN MILLER. P.E. 94" 10-5/18' 105/18' 143/8" 10' 18' 48' 11' 11' 14-11/16' 19' _ 18' P.E.6 58705 TABLE 7: Mid -Panel Anchor Quantity Slim Thickness = 1/4` MId-Panel Author Quantity Shim TNcknass = 114' Nominal dm. Installed Installed Installed Installed Installed Nominal dm. Installed with Pistolled with Installed with Installed with Installed with Centerline Width Fwme Height with Group "A" Archon with Group 'EP Anchors with Group "C" Anchors with Group "Cr Anchors with Group "E' Anchors Canted's Wirth Frame Reird,I Group "A' Anchors Group "B' Anchors Group *C" Anchors Group "ID" Anchors Group 'E" Anchors 24' 1 1 1 1 1 24' 1 1 1 1 1 1 1 1 1 1 30' 1 1 1 1 1 30' 36' 1 1 1 1 1 36' 1 1 1 1 1 PRODUCT REVISED 4r 2 1 1 1 1 4r 2 1 1 1 1 complying with the Florida 48" 2 2 2 2 1 46" 90' 2 2 2 2 1 i3uiiding Code 54` 3 2 2 2 2 54' 3 2 2 2 2 / e rtccepaace No JI�'Ii�j,Q� 60' 3 2 2 2 2 03' 3 2 2 2 2 ^x,ir1,w,Drx M �J$ 70' f 3 3 9 3 70' 4 3 3 3 3 //F%�1" 72• 4 3 3 3 3 7r 4 3 3 3 3 BY , %', //2'• ',MIL B4' 48" 5 4 4 4 4 24' 1 1 1 1 A?iazn' P odhcY' 60" 5 4 4 4 4 30' 1 1 1 1 E f 92" 5 5 5 5 5 36' 1 1 1 1 CENTERLINE CENTERLINE CENTERLINE 88" 5 5 S 5 5 42" 2 1 1 1 1 I- WIDTH WIDTH WIDTH CO 102• 6 s 5 s 5 46' 97-3/4' 2 2 2 2 1 Y 108' 6 8 6 6 6 54' 3 2 2 2 2 i1i^aa M 120'7 6 6 6 6 60' 3 2 2 2 2 N 132' 6 7 7 7 7 70' 4 3 3 3 3 I 0 MO 144' 8 6 8 6 8 77 4 3 3 3 3 CO 24' 1 1 1 1 1 24' 1 1 1 1 1 z 0 c 'loo 30• • 1 •• 1 1 1 1 30' 1 1 1 1 1 0091.-094-(1.46) bLZb£ l3 'SIINONON 6291. XO9 'O'd 91.24E -Id '301N3A 'N 3AI A901ONHO31OLO1. Q )OW SYSTEM DETAILS - LI1 OF 16 0= MD -3500 -2 -LM 36' . 1' • 1 1 1 1 36' 1 1 1 1 1 • /•n 1 .1 •• 1 1 42" 2 1 1 1 1 48-asit'li ~� 2 •7�• �2 1 48' 102' 2 2 2 2 2 54' •2 'j 2 2 56' 3 2 2 2 2 u o'o •Oi • J• , •2 Y 2 2 60' 3 2 2 2 2 FRAME • • 410.4 • • • 3 . .2 • 3• •3 3 70' 4 3 S 3 3 HEIGHT 72• GO' 4• 3 •/••••3 3 24' 1 1 1 1 1 5 4 4 4 4 30' 1 1 1 1 1 -0'6jo••-•• • 6 •• 4 •• •• 4 4 36' 1 1 1 1 1 6• •• 5 ••5 5 5 42' 108 2 1 1 1 1 — !M• •%6 • 5 .T.••5 • 5 48' 2 2 2 2 1 5 54 2 2 2 108' • • 3 • • • 6 • • • 65 6 60' 3 2 2 2 2 SILL ANCHORAGE • • Oa a• - 6 • a.y• 8 e 24' 1 1 1 1 1 SHON, HEAD W •120• • •11 •►• 1 1 1 1 1 30' 1 1 1 1 i SIMILAR, QUANTITY • 30' • 1• 1 1 1 36' 1 1 1 1 1 MAY VARY 36' 1 1 1• 1 1 4r 114' 2 1 1 1 1 -•-'•1 • • 4p 1 1 1 46' 2 2 2 2 1 - ABLE 7 'OREFRONT WINE S-3500 NTS N 9 EQ.2 EO. EQ. EQ. EQ. EO.I EQ. EO. EQ.� 3 w• 2 • 2 •• 22 21 60' 3 2 2 2 2 I I I 77 2 2 24' 1 1 1 1 CORNER CORNER • • 70' • • of • • 4 • 3 3 3 30' 1 1 1 1 1 ANCHORS. SEE SEE TABLE 3 OR SEE TABLE 3 OR ANCHORS, SEE 7r • •1• • 3 3 3 3 36' 1 1 1 1 1 SHEETS 2 8 3 4, SHEETS 5 OR 6 4, SHEETS 5 OR 6 SHEETS2&3 84' • 5 • 4 4 4 4 4r 120' 2 1 1 1 1 MID -PANEL MID -PANEL MID -PANEL CERT. OF AUT 90" 6 1 5 a 1 46' 2 2 2 2 1 ANCHORS, SEE ANCHORS, SEE ANCHORS, SEE 92' e 5 5 5 S 54' 9 2 2 2 2 TABLE 7, THIS TABLE 7, THIS TABLE 7, THIS 66+ 7 5 S 5 S 60' 3 2 2 2 2 SHEET SHEET SHEET 24' 1 1 1 1 1 u' 1 1 1 1 1 1 1 1 1 1 30' 1 1 1 1 1 30• 38'1 1 1 1 1 38' 1 1 1 1 1 MID -PANEL ANCHOR 1— I fn /r 2 1 1 1 1 4r 126' 2 1 1 1 1 PATTERN dad "Sad cayeS 46" 2 2 2 2 1 46' 2 2 2 2 1 54" 2 2 2 2 51' 3 2 2 2 2 60"3 76"3 2 2 2 2 24" 1 1 1 1 1 70" 4 3 3 3 3 30" 1 1 1 1 1 _ 7r 4 3 3 3 3 36' 132' 1 1 1 --- 84' 5 4 4 4 4 4r 1 2 1 1 1 1 80" 6 5 5 4 4 48' 2 2 2 2 1 -' 92' 65 5 5 5 51 3 2 2 2 2 24• 1 1 1 1 1 24' 1 1 1 1 1 30' 1 1 1 1 1 30' 1 1 1 1 1 �• / 36' 1 1 1 1 1 38' 138' 1 1 1 1 1 s i b -' 4r 2 1 1 1 1 4r 2 1 1 1 1 48" 2 2 2 2 1 45" 2 2 2 2 1 - 54" �" 3 2 2 2 2 24" 1 1 1 1 1 60' 3 2 2 2 2 30' 1 1 1 1 1 ' 70" 4 3 3 3 3 36' 144' 1 1 1 1 1 NOTES: 7r 4 3 3 3 3 4r 2 1 1 1 1 A. LYNN MILLER, P.E. 84• 5 4 4 4 4 48' 2 2 2 2 1 1. MID -PANEL ANCHORS TO BE EQUALLY SPACED, i/- 172'. P.E.# 58705 TABLE 8: Mid-Panel Anchor Quantity Shim Thickness= 10' Mid-Panel Anchor Quantity Shim Thickness =12" Nominal Dim. Instated Installed Instaled Installed Installed Nominal Dim. Installed with Ins-tailed with Instated with Installed with Installed with Cenledine Width Frame Heigh with Group •A'' Anchors with Group "B" Anchors with Group •C' Anchors with Group "D" Anchors with Group'E' Anchors Contadina Width Frame Heigh Group 'A" Anchors Group '13' Anchors Group "C• Anchors Group "D" Anchors Group'E' Anchors 24' 1 1 1 1 1 24• 1 1 1 1 1 30' 1 1 1 1 1 30' 1 1 1 1 38' 2 2 2 1 1 36" 2 2 2 1 1 42" 2 2 2 2 1 42 2 2 2 2 1 l'l/ODUCT REVISED Florida 46' 3 3 2 2 1 48' 90" 3 3 2 2 1 as complying with the Code 54' 4 4 3 2 2 54' 4 4 3 2 2 Building Acceptance ��.0� 60' 4 4 3 3 2 60' 4 4 3 3 2 at P �� Date F.7711111 �v 70' 5 5 4 3 3 70' 6 8 4 4 3 72'48'1 8 6 4 3 3 72' 8 8 5 4 3 �' BY J`/, ' ' 81' 7 7 5 4 4 24' 1 t 1 1 1 i Cantor hdisma.• Product 90' 7 7 6 4 4 30' 1 1 1 1 92' 8 8 8 5 5 36' 2 2 2 1 1 f CENTERLINE CENTERLINE CENTERLINE 96' 8 8 6 6 5 42' 2 2 2 2 1 ,f - WIDTH WIDTH WIDTH - 0102" 9 9 6 6 5 48' 97-3/4" 3 3 2 2 1 Y t— 108" 9 9 7 6 6 54' 4 4 3 2 2 fn '^aa M 120" 11 11 8 8 6 60 4 4 3 3 2 N 132" 12 12 9 7 7 70' 6 8 4 4 3 O C7 144" 13 13 10 8 8 72' 6 6 5 4 3 't O 24" 1 1 1 1 1 24' 1 1 1 1 1 z 0 aio0 30' 8 1•• 1 1 1 1 30' 1 1 1 2 1 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 (941)-480-1600 OW SYSTEM DETAILS - LN 1 OF 16Z MD -3500 -2 -LM ; 36' 0 44 1 2 2 1 1 38' 2 2 2 1 1 Et • 42' • • •2• • 2 Ir 2• • 2 1 42"102• 2 2 2 2 1 3 3 • Q • 2 1 48' 3 3 2 2 1 e • 54• • 4 I 4 . 3 • 2 2 54' 4 4 3 2 2 .a 0 e• r• 4 j 4 3 3 2 60' 4 4 3 3 2 FRAME • 70' 8 8 a 44 •• 1 3 70' 6 8 4 4 3 HEIGHT / / e2' �, •6 6 a /•0b••• • 4 3 24' 1 1 1 1 1 • 84' 8 8 6 5 4 30' 1 1 1 1 1 ••1660•• • 8•• 8 •16 •• 5 4 36' 2 2 2 1 1 92' • 09 4 9 1 60 5 5 42' 108" 2 2 2 2 1 • •••9 • 9 •••7••• 5 5 48' 3 3 2 2 1 • 10 10 1 6 5 54' 4 4 3 2 2 "V °le 11 • •9• • 6 8 60' 4 4 3 3 2 SILL ANCHORAGE d 120" ...1&, 12 I 9• • 7 6 24' 1 I 1 1 1 SHOWN, HEAD • •24a • 1 1 • 1 1 1 30' 1 1 1 1 1 SIMILAR, QUANTITY s• 30' • 41 1 h• •1• • 1 1 1 36' 2 2 2 1 1 MAY VARY 36' 2 2 1 1 42' 114" 2 2 2 2 1 • • R1► • a • 2 2 02 2 1 48' 3 3 2 2 1 I I 0 O • 48' • • •3 3 • • 412• • 2 / 2 60' 4 4 3 2 2 EQ. EQ. EQ. ED. EQ. EQ. I EQ EQ. ED. \BLE 8 'OREFRONT WIN S-3500 NTS 1 •50• •f7 1 • 3• • 2 2 2 60' 1 4 3 3 2 • 72' 1 4 • •3 I 3 2 24' 1 1 1 1 1 CORNER CORNER - • •5• • 6 . 4 / 4 3 30' 1 1 1 1 1 ANCHORS, SEE SEE 3 OR 3 OR SEE TS ANCHORS, SEE 72' 1 1 8 5 4 3 38' 2 2 2 1 1 SHEETS 2& 3 4, SHEETS 5 OR 6 5 OLE 4, SHEELE SHEETS 2& 3 84' • •99 • 8 8 8 5 4 42' 120- 2 2 2 2 1 MID-PANEL MID-PANEL MID-PANEL C E re*9 9 7 5 4 48' 3 3 2 2 1 ANCHORS, SEE ANCHORS, SEE ANCHORS. SEE 92" 92' 9 9 7 85 51' 4 4 3 2 2 TABLE 8, THIS TABLE 8, THIS TABLE 8, THIS 96' 10 10 7 6 6 5 60 4 4 3 3 2 SHEET SHEET SHEET 24" 1 1 1 1 1 24' 1 1 1 1 1 30" 1 1 1 1 1 30' 1 1 1 1 1 36' 2 2 1 1 38' 2 2 2 1 1 i — r (n 2 2 2 1 42' 128" 2 2 2 2 1 MID-PANEL ANCHOR (/) 42' 48' 3 3 2 2 1 PATTERN ooLt 'asap sauag 18' 3 2 2 1 sa• 4 3 2 2 54' 4 4 3 2 2 60• 78' 4 3 3 2 24' 1 1 1 1 1 70' 6 4 4 3 30' 1 1 1 1 1 72' 8 5 4 3 38' 132' 2 2 2 1 1 84• 8 6 5 4 42" 2 2 2 2 1 90" 9 7 5 4 48' 3 3 2 2 1 _ - - -_ 92' 1 10 7 6 5 54' 4 4 3 2 2 24 • 1 1 1 1 24 1 1 1 1 1 30' 1 1 1 1 30' 1 1 1 1 1 36' 2 2 1 1 36' 138" 2 2 2 1 1 42' 2 2 2 1 42' 2 2 2 2 1 -,, 48•84' 3 2 2 1 48' 3 3 2 2 1 54' 4 3 2 2 24' 1 1 1 1 1 „-.. 60' 4 3 3 2 30' 1 1 1 i 1 ct ,}-• 70' 8 4 4 3 36' 144" 2 2 2 1 1 NOTES: 72' 6 5 4 3 42' 2 2 2 2 1 84' 8 8 5 4 48' 3 3 2 2 1 1. MID-PANEL ANCHORS TO BE EQUALLY SPACED, +/- 1/2'. A A. LYNN MILLER, P.E. P.E.p 58705 TABLE 9: Maldmu,n Vertical Mullion Design Pressure, (pat) Maldmum Vertical Mullion Design Pressure, (psf) Menge Centedine Wdth Frame Hei9M No Reinforcement Alum. Reinforcement (part114) Steel Reinforcement (pert *10) A'"9• Centerline Width Flame Height No Reinforcement Alun. Reinforcement (pert #4) Steel Reinforcement (part1110) AVERAGE CENTERLINE + CENTERLINE CENTERLINE = WIDTH WIDTH2 24' +90/40 +901.100 +901-120 24' +901-90 +901-100 *901.120 WIDTH 2 0' +90/-90 +901.100 *901-120 30' *901-90 +901-100 +90/-120 0 +90/40 +901-100 +901-120 98' +901-90 +901-100 *901-120 f 4 rc IMMO +93/40 +90/.100 +90.120 42' +901-80 *90/-100 +901-120CENTERLINE 1....___ _ CENTERLINE -� '1tODUCT REVISED MUNI +80/40 +901-100 +9x-120 48' 90- +89.4/-89.4 +901-100 «901-120 WIDTH 1 WIDTH 2 ns complying with 6u ® +90/40 +90/-100 +90/.120 54 +90/-100 W0/-120 Florida Building Code QAcceptance +80/40 +901-100 +901-120 60' *901-100 +901-120 No ' • • 0' +90/40 +901.100 +901.120 70' +901-100 /1�� `4 e><pira,;e„ °0/e �`�Y ® +93/.90 +901 -top +901a2o 72' «901-109 W�8 MOM +90140 +90/-100 +901.120 24' *90140 +901-100 +901-120 / // Sy. �/. -,././ �t. 0 +90/40 +90/-100 +901-120 30' +901.90 +901100 +901-120 / hpt Q +90140 +901.00 +901-120 38' +90140 +901-100 +901-120 OPTIONAL Q +90/40 +90/-100 *901-120 42 +87.9/47.9 +901-100 +90/-120 HORIZONTAL .® +801.100 +901.120 48' 97-2I4 «80140 +90/-100 +901-120 MULLION DSOWSKI co+901-100 +901.120 54' +90/-100 +901-120 .� ®' +90.100 +901-120 80• +901-100 ."aa CO ® +90.100 70' +901-100 FRAMECV 144' +90.100 72• +801-100 HEIGHT CO 24' +90140 +90/-100 *90/-120 24' +90/.90 +901-100 +901-120 > O +9 /90 +901-100 +80/•120 30' +90/40 +90/-100 +901-120 c */*7 0 • 99// • *901-100+90/-120 36' +88.3/48.3 +90/.100 +90/-120 LOGY DRIVE 34275 34274 _ EE DETAILS - LA i rums' • • +90.100• 120 42' +77,1/-77.1 +901-100 +901-120 -3 Marl• • • +90/40 +901-100 • .901-1 4g'+90/-100 102' +90/-120 J r • +90/-90 • *901-100 • +901-111 54' +90/-100 +901-120 Ci 60' 040436 • • *901-100 +901.120 60• +90/.100 u"'o'p 00 •� +410/-90 • +901.100• +901-18/ 70' +901-100 O Man +90/40 +901-100• •*90.1.0 24' +90/40 +901-100 +901.120 �i� • +901-100 • • •+e(1180 30' +87.5/47.5 +991.100 +901-120 CL) C? H01-100 901.120 36' +74/-74 +90/-100 +90/.120 MU • • • +90,.100• • • 19t1 42' 108' +B4.Y41.5 *801-100 +901-120 . f1 J TABLE 9 STOREFRONT WINDOW SYSTEM SS -3500 NTS 1:11 OF 16 02 MI __J�• �� • • • • • • • • *90/-100• (e'� 0 • 4a' +90/-100 +90/-120 •*j.y-1 1000 54' +901.100 MELD • • • • • • • 100 80' +90/-100 120' • 4 • 901-1i0 24' +80/.90 +901-190 +90/-120 • 24' • +1110990 • +901-100 • • 0120 30' *74.21-74.2 +901-100 +901.120 • 934, • • +90/40 +901.100 +901-120 38' +62.61.82.6 +90/.100 +90/-120 • 90740 +901-1000 • • 4931140 42" 114' +901-100 +901-120 tea-? +901-100 • 90/.120 48" *901-100 +901.120 � 1.521" l- -+-I 1.125" �_ _- �t� • •S•900 +901-100• • • fl0 54' +90/-100 --T- ���\ MM. �. 4p •• +901.100• *_-120 60' 90/-100 1 I ?9296 72" J• +99/40 +90/-100• +901-�0 24• *79.5/-78.5 +90/-199 +901-120 7 jl 0' CCM • • • • • +901-100 a • *90/-1Z0 30' +83.4/-83.4 +901-100 +90/-120 u Le © • 9 +90/-100 +90.120 36' +53.5/-53.5 +901.100 +90/.120 1 84' • • • • *901-100 42' 120' +901.100 +90/-120 1 k1 tA• +901-100 48' +93.100 +90/.120 1 0 *901-100 54' +901-100 4.752" 4.751" g 98• *99.100 80' *901.100 ' Ig0/-1 -- I 24' +90/40 +00 +90/.120 24' +67.7/-87.7 +901 -100 +-120 901 .187" I, 0' *90/40 +801-100 +90/-120 30' +54.61-54.8 *901.100 *901-120 I - .188" 0 *00/-90 +901-100 *90/-120 36• 126' +46/46 +901-100 +90/-120 \ © *00(40 +901-100 +90/-120 42' +87.1/46.8 +901-1165 3 MAI +90/40 +90/-100 +901-120 48' +901.100 ' `\_" alll 'gap .,.,as ® +90/40 +90/-100 +901-120 54' +84/-93.4 `0' 78" +90/40 +901-100 +90/-120 24' +58.8/-58.6 *901-100 +901.120 ALUMINUM STEEL = +90/.100 +90/-120 30' +47.41.47.4 +901-100 +90/-120 4r 10 REINFORCEMENT _{ © +90/-100 +901-120 36' 47.1/46.7 +90.116.4 REINFORCEMENT MANI +90/400 42' 132' +75.4/43.8 +901-100.9^_- ' 0 +901-100 48' +80.5/49.4 . .-.;- 92' *901-100 54' +72.6/40.6 _ ' -f-;.-:' 24' +90/40 +90/-100 +90/.120 24' +51.41.51.4 +901.100 +90/-120 , '. .. ,C, +93/40 +901-100 +90/-120 30' +41.4/-41.4 +901.100 +90/-120 IIMZMI +90/40 +90.100 +901.120 36' 138' +76/-84.4 +901-101.6.11511111 � `.c +90/40 +90/-100 +901-120 42' +79.2/48 - V 0+90/40 +901-100 +901-120 48' +70.1/-77.9 _ •I M �" +90/40 +90/.100 +901-120 24' +45.2/-45.2 +901-100 +90/-120 NOTES: -r , +90/-100 +901.100 36' +38.41-36.4 +76.7144.3 +0.3/9.3 WITH A SEPARATE APPROVAL, 0 +901-100 +901-100 36't0/ +66.71-741 +69.5/-77.3 1. IF COMBINED WITH ANOTHER ASSEMBLY LOUVER OR WINDOW INSERT) THE ; ' .. - • ® +90/-100 42' +69.5/-77.2 (STOREFRONT ENTRANCE DOOR, PTAC OR THE STOREFRONT.:A. . , g4' +90/-100 48' +61.5/48.3 LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY ENTIRE SYSTEM. LYNMILLER, P.E. WINDOW SHALL BE THE DESIGN PRESSURE FOR THE P.E.* 58705 EMBEDMENT 1 1 EDGE DIST. ,1 .• .q,,xmilm it IN tau DETAIL Al INTO MASONRY 3 REINFORCEMENT 84 OR 810 REQUIRED, SEE TABLE 9 DETAIL B 1 MULLION TYP. ANCHOR TYPE, EMBEDMENT AND • EDGE DISTANCE PER SUBSTRATE. SEE TABLE 1, SHEET 1. CONCRETE/CMU , ' " PER ANCHORS •` REQUIREMENT• ' ,• EECTERIOR • • f.•,• - • • • 1 • • • 1/4' NUT& BOLT, 24" MAX. FROM EACH END AND 24" MAX O.C. TYP. ANCHOR TYPE, OPTIONAL 8 BEAD EMBEDMENT AND EDGE DISTANCE PER © SUBSTRATE, SEE TABLE 1, SHEET 1. 40 OPTIONAL LAMI IG GLASS • •�� 1121 ••�1 - • ••_•••D • €MBEDANT • BUCK RIP, SEE •••••• _• __• / •SJOT[•, THIS SHEET. DAYLIGHT OPENING WIDTH • •• •1••194EDIST.'••i *:t=nt •t TYP. ANCHOR TYPE, i • r - • 1161A bRIt`IT AND • • • • EWA !I•TMt•CE PERS - • ipUBBLrSSTRA�IF{E, SEE • r • ••• • •Tiifb`EET1. •••• • 1' • ••!°••• GONCRETE/CMU • • C/fi./ICHOR • • • REQUIREMENT • • .0• ••• DETAIL A2 THRU1X WOOD I INTO MASONRY 12" MAX. SHIM EMBEDMENT EDGE DIST. TYP, ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 2X WOOD BUCK OR FRAMING 1/4" NUT & BOLT, 24" MAX. FROM TOP OF FRAME, REQUIRED FOR TRANSOM HEIGHTS OVER 22-114" (SEE SEPARATE APPROVAL) DETAIL A3 INTO 2X WOOD 12' MAX. SHIM FRAME WIDTH r 42 EXTERIOR DETAIL E 1 STOREFRONT WINDOW TO TRANSOM DETAIL C INTO METAL APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE TABLE 1, SHEET 1. DETAIL D STOREFRONT WINDOW TO DOOR EDGE IST. 1.3/8" 1 12" MAX. SHIM DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. \ MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 1, SHEET 1 ATTACHED STOREFRONT DOOR TRANSOM, SEE SEPARATE APPROVAL FOR SPECIFICATIONS EXTERIOR INSTALLATION NOTES, EXTERIOR 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET 1. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR HEAD TYPES ARE ALLOWED. 2. ALL WOOD BUCKS LESS THAN 1-12"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE AS REQUIRED BY TABLES 3-8, SHEETS 5-10. A LYNN MILLER P.E. P.E. 58705 1070 TECHNCLCGY DRNE N. V:NICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revised By Dote: Rension: 1/4 NUT & BOLT, 24" MAX. FROM EACH END AND 24• MAX O.C. ATTACHED STOREFRONT DOOR, SEE SEPARATE APPROVAL FOR SPECIFICATIONS -5 Revised By: Dote: Revision: PRODUCT NE V iSED ac complying with the florid* Building Code Acceptance No piratical Data 9MM 05• A4i.. Dade Product Co CERT. OF AUTO. #29296 Description: Croon By: HORIZONTAL X -SECTION J ROSOWSKI Title: Dote: STOREFRONT WINDOW SYSTEM DETAILS - LM 03/23/16 Series/Model: Stole: Sheet: Drawing No. Rev. SS -3500 NTS 12 OF 16 MD -3500 -2 -LM CONCRETE/CMU PER ANCHOR REQUIREMENT 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. • DETAIL F1 THRU 1X WOOD INTO MASONRY EDGE DISTANCE DETAIL F2 INTO WOOD 2X WOOD BUCKSTRIP OR FRAMING, SEE ANCHOR NOTE 3, SHEET 1 " • o • • EMBEDMENT • • • 1••••l •88•J• till 1 ti• • •88881 •• r 111111 •• • 1/2" MAX. EXTERIOR •• •••• )tl$t DAVACO.. • OPENIUG HiIriryT• • • • • •� •li •1 =l • • 11••• • •'"f.• •••• O f 1/2" MAX. EXTERIOR 1 a EDGE DISTANCE 111)11111111 • • • • TYP. ANCHOR TYPE, EMBEDMENT AND EDGE �• • • DISTANCE PER SUBSTRATE, ..f SEE TABLE 1, SHEET 1. l • •�I .� 6 OPTIONAL 'BEAD EMBEDMENT CONCRETE/CMU PER ANCHOR REQUIREMENT •• 80' MAX. HORIZ. MULLION LENGTH DETAIL G HORIZ. MULLION • 1bl OPTIONAL LAMI IG GLASS TYP. ANCHOR TYPE, EMBEDMENT AND / - EDGE DISTANCE PER SUBSTRATE, SEE /31 TABLE 1, SHEET 1. REQUIRED AT EACH ANCHOR LOCATION 1/2" MAX. SHIM EMBEDMENT DETAIL H INTO MASONRY EDGE DIST. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET 1. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 1/2" MAX. EDGE DISTANCE CONCRETE/CMU PER ANCHOR REQUIREMENT 1/2" MAX. DETAIL F3 INTO MASONRY EDGE DISTANCE EMBEDMENT EXTERIOR a EMBEDMENT EXTERIOR a 4" LENGTH ANCHOR CHANNEL AT INSTALLATION ANCHORS. SEE SHEET 1 FOR REQUIRED LOCATIONS `---MALSO SEE FIGURE 1 BELOW. #6X 1-5/8" BUGLE -HEAD \ ISMS, 2-1/2" FROM EACH END & 13-1/2" MAX. O.C. DETAIL I CURVED HEADER TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. INSTALLATION NOTES: 1/2" MAX. DETAIL F4 INTO METAL DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM STEEL FRAMING OR STEEL STUD. V—MAY BE VERTICAL OR HORIZONTAL SEE \SUBSTRATE PROPERTIES, TABLE 1, SHEET 1 EXTERIOR 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET 1. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR HEAD TYPES ARE ALLOWED. 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE AS REQUIRED BY TABLES 3-8, SHEETS 5-10. PARTS 85 & 86 MAY ALSO BE USED IF FIELD -MODIFIED AS SHOWN ABOVE. A. LYNN MILLER. P.E. P.E.# 58705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revised By: Date: Revision: EDGE DISTANCE EMBEDMENT /TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. Revised By: Dote: Revision PRODUCT REVISED ,e complying with the Florida Building Code Acceptance No % - 0505,,,K4- mat.. D. cT 4i %Dl8 J. II f I By Dade Product Cott Description: Drown By: VERTICAL X -SECTION J ROSOWSKI role. Date: STOREFRONT WINDOW SYSTEM DETAILS - LM 03/23/16 CERT OF 4UTH. #29296 Madel: Scale: Sheet: i 5 No. Rev: SS -3500 NTS 13 OF 16 MD -3500 -2 -LM 41 40 R 1 2X WOOD BUCKSTRIP OR \� FRAMING, SEE ANCHOR EDGE ill/� 1 WA -� NOTE 3, SHEET 1 DISTANCE 1/4' NUT &BOLT, 24' II MAX. FROM EACH END \\1. 1i1 AND 24" MAX O.C. ''�,..___n_nr PTAC LOUVER & WINDOW INSERT NOTES: EMBEDMENT I J v \ LJ 1 F WINDOW APPROVAL FOR ALL _��i� PTAC INSERT a 1. REFER TO SEPARATE I PRODUCT REVISED p ;_ WINDOW INSERT REQUIREMENTS AND A I �� I Ps CtREVISE Florida ply, complying ( L� _ - S I •.------.7.-1.1 INSTALLATION. 1/2" 2. AWNING WINDOW INSERT SHOWN BUT MAY BE ANY MAX. 1.750" DETAIL N ;,1,;i1 � Acveptance �•O No '.,I r REFER TO PTAC LOUVER APPROVED PGT WINDOW WITH A FLANGED FRAME. Q WINDOW INSERT Flviratiun Data+ A 8 j ;; I APPROVAL FOR LOUVER 3. UE AND OPTAC EM ,1 " -- I INSTALLATION REQUIREMENTS NTS LOUVER REQUIREMENTS AND INSTALLATION. R QUI 4 IF COMBINED WITH ANOTHER ASSEMBLY WITH A I SEPARATE APPROVAL, (PTAC LOUVER OR WINDOW g is g a 1 ==�;�1„,.,-,,i„....------ PGT FLANGED WINDOW •It'. G ,!r rro:"-= --- PTAC LOUVER, REFER TO SEPARATE APPROVAL NOR;, INSTALLATION REQUIREMENTS \ L _ _w �' •/ il INSERT) THE LESSER DESIGN PRESSURE VALUE OF ANY ASSEMBLY OR THE STOREFRONT WINDOW SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. INSTALLATION NOTES: i f_ I; I L`--- ,r� , ,: 'Y ,1---"?�,'� a; If�;�r• { ,n11 - I (AWNING SHOWN), REFER TO ,SEPARATE APPROVAL FOR INSTALLATION REQUIREMENTS a DSOWSKI -^aa 0 03/23/161 • • •••• i 1 I 4, a, ••I t . 1. USE ONLY SUBSTRATE APPROPRIATE ANCHORS, Ltl� IIIP "� ;;,;• > c • • i•isti' • • • • j EXTIIZK 7 i FOLLOW EMBEDMENT, EDGE DISTANCE AND • •° REMOVE GLAZING LEG AS 'I SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET REQUIRED FOR PTAC 1. ANY INSTALLATION OPTION SHOWN MAY BE ,rr-. i , I J; f II W,II"i� ; M ' �B 4 IETAILS — LA 2 —I N • i • it: I • • •I ;i"5. r _ •LOUVER INSTALLATION • • USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR i HEAD TYPES ARE ALLOWED. Y 2. ALL WOOD BUCKS LESS THAN ARE TO .,}...Jy c,-. t,� r%`�""}-` 'r '� " =ti tr __ 1 '� 1/4" NUT & BOLT, 24” MAX. FROM EACH Fe' >' p to N. n 0 N JmodO C r o U) M i+ • • • • •+ • • • •fiiii • ••ii 3 I—� , T.} - - t q iii IONS.THICK T BE CONSIDERED 1X INSTALLATIONS. 1X WOOD T BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED 1 1.750• in. DIRECTLY TO SUBSTRATE. WOOD BUCKS _- �_- --( _- _ / END AND 24" MAX O.C. -;I Q a J J M a 0 LL (9LL 8 V w Q :8i•8 \�ii�i• SHIM DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X UW �'vi �- .1,1 ;Silt( !• i s AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED ;;�� U_ X — ° �M1rQ `• s = r.-, TO PROPERLY TRANSFER LOADS TO THE EXTERIOR 1 DETAIL 0 Z m } RD •••••1 • 8.• STRUCTURE. WOOD BUCK DESIGN AND O14' llJ • f • • • • L • • • "•' 181 is • ` _ INSTALLATION IS THE RESPONSIBILITY OF THE WINDOW INSERT • 0 0 .- LL �DETAI T 1 . •• EMBEDMENT ENGINEER OR ARCHITECT OF RECORD. MAX MUM 0 r Z d Z O • • • • i • PTAC INSlRT• it • • T. • SHIM THICKNESS TO BE AS REQUIRED BY TABLES ti. O�� 0 is./ 1 °" 1 38. SHEETS 5-10. 2 i o •91199 •I8•••• • • • • e EDGE Ilul 1 I" DETAILS FRONT WI's pays CONCRETLI�NRI' / • ANCHOR REOUnIfifT • • • DIST. r �+ a I— • • .... • 1 PGT FLANGED WINDOW ' z B ,--0 �{ 1.750' I.— -y� 1.750" (AWNING SHOWN), �l — I ( -�� Q .ion O 1/4" NUT & BOLT, 24" MAX. FROM EACH END 2 AND 24' MAX O.C. 111111 114" NUT & BOLT, ND MAX. FROM EACH END AND 24' MAX O.C. REFER TO SEPARATE C}'1 APPROVAL FOR INSTALLATION REQUIREMENTS O w O Et W re O M tWOO1 exm�l� kx4xa�nc _ txn%umao = - - - — -�-- xunnl Z 1 4O F-� h__-� , \-� ep,l .osa0 soyas REMOVE GLAZING LEG AS `-J �•, C -"- __C� L 11.z REQUIED FOR PTAC Jzibi LOUVERINSTALLATION L C� ='. SI �r WS PTAC LOUVER, REFER TO EXTERIOR DETAIL M DETAIL P REMOVE GLAZING LEG EXTERIOR DETAIL Q DETAIL L SEPARATE APPROVAL FOR --J// WINDOW INSERT PTAC INSERT REQUIREMENTS -G` PTAC INSERT WINDOW INSERT WINDOW INSERT ! t , , INSTALLATION • A. LYNN MILLER, P.E. P.E.# 58705 9/16" LAMINATED 1/4' ANNEALED GLASS STACK GLASS .090" SGPT 1 42 3/4" GLASS BITE 1/4" ANNEALED GLASS GLASS TYPE A • •• • • • • • •••• • •• • • • • • )•jt• • •tf • • • •t tL 1 9/ " LAt40 D • • l...STRENGTHENED -T.t•A.�j :tett: 090'9"`S•S • A• 1 ••• . • t•� 42 • 1:1374 GLASS ( ;t%)%TE t••••,1 •tt••• •• S1SStt • •• �1I 114' t GLA •id Jr, •t% bola. �ttti• • : dniq TYPE Lott • ti}tt1 }t.••• •t•••I • "tt• • •• GLASS STACK ••• 9/16" LAMINATFF43 GLASS STACK• • • 1/4" HEAT - STRENGTHENED GLASS .090" PVB 42 3/4" GLASS BITE 1/4" HEAT- I STRENGTHENED GLASS .090' PVB 9/16" LAMINATED GLASS STACK 1 1/4" HEAT - ...STRENGTHENED GLASS 3/4" GLASS NI 1 BITE GLASS TYPE B 9/16" LAMINATED GLASS STACK 1/4" ANNEALED - GLASS .090" SGP 42 3/4" GLASS 41 BITE 1-3/16" I.G. GLASS STACK 7/16" AIRSPACE 1/4" TEMPERED GLASS GLASS TYPE D 9/16" LAMINATED GLASS STACK 1/4" HEAT - STRENGTHENED 7/16" AIRSPACE GLASS 1/4" TEMPERED GLASS / t` 47) GLASS TYPE E .090" SGP 1 42 3/4" GLASS 41 BITE 1-3/16" I.G. GLASS STACK 7/16" AIRSPACE 1/4" TEMPERED /GLASS NOTES: 1. GLAZING FOR ALL GLASS TYPES MEETS ASTM E1300 FOR ALL APPROVED SIZES. 'PVB" = .090" BUTACITEE PVB INTERLAYER BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLASA INTERLAYER BY KURARAY AMERICA, INC. GLASS TYPE F 47 STRUCTURAL POLYISOBUTYLEN — WITH DESICCANT INT. GLASS SILICONE — HOT -MELT BUTYL STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT EXT. GLASS 36 KODISPACE® 4SG TPS BUTYL & DESICCANT FOAM INT. GLASS ALUMINUM REINFORCEMENT 5/16" NOM. EXT. GLASS 36 DURASEAL® SPACER INT. GLASS l 3/16' NOM. EXT. GLASS 37 SUPER SPACER® NXT T1'" POLYISO- BUTYLENE — SEAL ROLL -FORMED STAINLESS STEEL INT. GLASS DESICCANT FILL AREA — 5/16" NOM. SILICONE SEAL EXT. GLASS 39 XL EDGE' SPACER PRODUCT REVISED as complying with the Florida Building Cock acceptance No 16-05•°�j.o¢ E 'ration Data a1 ■ 2018 By Mian Jade Product Con W > 0>- r - 0 y 0J M 0 J N J ZU' KILL - 00 XD z 0 Q w 0 o> 0• 0 o z o z (941)-480-1600 J ROSOWSKI M2 J H W 0 NQZ aaal.t „aa X5.0 M N M O MD -3500 -2 -LM aN DMO LL" 0 In Days H z O O ll7 to saqas O .I 5.000" —+i .989" --A--I ,I 1.993' �{ 4.192" 125" • �r .094" J 2.750' PRODUCT REVISED \3 410°°' � ASSEMBLY DETAILSy [01 I 094. f- .094" 1.750" +J:•", comparing with the Florida ,,.cps Cede ALL DETAILS SHOWN FROM THE EXTERIOR 1 /� FRAME HEAD, GLAZING /, Dau F'��lr- �E31$ O u SILL 8 JAMB ADAPTER at • ' 011 " 4.192' I"'— 2.908" --Al 2.185' �itio 1.462' ' 1' r Z,`,e Fr.:.+�ct Col-LtdL.J Li,,,, I .094" 1 1.121• 1.1z1.�( ____ - .osr—�'�1.1z1 _.—_ FOR CLARITY, �'' � � �-t-- .062" L II44, Y fn �^aa M • • •ANCHOR © • PLATE NOT SHOWN �,j-::1 %�41 FLAT .342' I � � rg� BEADING B 062" �'if� BENDABLE C) m • • • • / • •• •• BEADING A 6 SNAP COVER BEADING ¢ O • • �•' � oleo • • Ce J♦�,'HORIZ. 00 -2 -LM FpFRbR,A�Q OR AN ~ • • I I� 5.000" • YBiWELDED !' b 1H.)/L :i'iji ► 1.993" �{ 1.000' ] •��C Cr) •••••• Z •• 4.798' I p Q • �� �--• `'� • i�1. -' / y • ••••• co\1°. • .. ire - • r . Ot 6; -- I + -o 1.653• f .094" —�, ANCHOR f--� • -.— .094• FRAME BEHEAD 1.750"' 1070 TECHNOLOGY N. VENICE, FL 3427. P.O. BOX 1529 NOKOMIS, FL 34274 (941)-480-1600 W SYSTEM DE1 LO cs % • • •� • • O CHANNEL O 8 JAMB OMa • Opp,1 ••Y•• • �• NA ••• • •06 TABLE I0: COQ • • • • % Part Drawing BOM & EXTRUSIONS STOREFRONT WINDC •••••••••••• • .' • Sr, • 4!* ' # # Description MatBrial cD • • I 1 19501 Frame Heed, Jamb 8 Sill 608178 Alun. aaaVS • • • • • q • 1 2 19502 Glazing Adapter 806178 Alun. (n • "�• • 3 19505 Flat Sup Cower 808378 Alun. Z / ' • 4 19509 Aluminum Reinbrcement 8081 n T6 Akin. 1� S 19503 Bowing A 6081T8 Alun.'r'S \��\ RlNW' 6 19504 BeadingB 606178 Alun. p 7 19573 Bendable Beading 806176 Alun. \v''- V 4 �i 6 19571 Anchor Channel 808178 Alun. ("') ,l\ l 9 19572 Bendable Fiume Head and Jamb 8063-18 Alun. \ 10 19532 Steel Reinforcement A38 Steel (/) ,��� �l\\ \ 30 1652 Setting Block 3/16' x 7116" x 4", Duo = 85 *r-5 EPDM aAq "sae soyas 0 % 31 1704 IG Setting Block 3/18• x 1.3/32' z 4', Duro = 85 */-5 EPDM l 56 KonnnedIng Kod/Space 4SG TPS Spacer System 37 Queries Super Spacer nXT with Hot Melt Butyl Sea Street 15 br 38 Duane: Duaseal Matadals .1.x: iS:^- EXTERIOR 39 Cardinal )d Edge Spacer 40 13144 Glazing Gasket, Beading, Duro. = 65 +1-5 EPDM - 41 61923 Glazing Gasket, Glazing Leg, Duo. = 80 */5 Sardopeene .- i- _ - 42 Silicone Backbadding: Dow 791, 995, GE7700 50 712XI12 te12 x 1-1/2" Hal Washer Screw, Assembly Stainless Steel 51 76858 98 X 1-5/8" Bugle Heed Ph. Screw. fora d Beading Stainless Steel cr NOTES: ` 1. PARTS 11-29, 32-35, 8 43-49 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 2. SEE SHEET 11 FOR PARTS 48 10. ' i ' ' ' A. LYNN MILLER, P.E. P.E,6 58705