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HomeMy WebLinkAboutREVISIONS13 a MCE USE ONLY: SCANNED BY 1-5 / DATE FILED: 4' / St- LUCK Y Onun( PERMIT # REVISION FEE: RECEIPT # PLANNING & DEVELOPM BUILDING & CODE REGUL. 2300 VIRGINIA AN FORT PIERCE, FL 34 (772)462-1553 APPLICATION FOP. BULLDINJ PROJECTINFOIN 1. LOCATION/SITE ADDRESS: 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: ,x, 9 4. 5. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: 4 S V s CITY: PHONE (DAYTIME): jj�j6 —0-7l OWNERBljILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: NAME: ADDRESS: CITY: PHONE (DAY' SLCCC: 9/23/09 Revised 04/26/2010 TION: ST. STATE: FAX: ,�� C:�,4 61 � r /j^Pi3�,�/ CERT. #: 3 r / ZIP: STATE: ZIP: FAX: STATE: ZIP: FAX: ak— o'o;70 ST. LUGI@ COUNTY BUILDING DIVISION REVIEWED FOR CO LJ NCE REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Screened room must have a minimum of 8' off each side and 5' off the rear of your lot line. The screened room can be no more than 8' wide and the roof line cannot extend past the roof of the trailer. I, Marilyn Minix owner of the Road Runner Travel Resort give permission to install a 8' X 26' screened room with vinyl windows with a 3" poly insulated roof on P-03 with the requirements listed above and I have prepared this lot plan. t �, S, 13 M ilyn inix Aug st 1, 10 f 3 Scale 1" = 10' North MIN, SETBACK REQ, FRONT O SIDES CNR SIDE` REAR ZNG. Oh TECH. II R I Cy1s1TH OBAE 106N1Y CO MM )llne 29, 2015EXP►S� cA. iscount Assac. tl. ry _A,.NOTARY � - — — 30' 5' 11' 11' 8'X 8' shed P-3 8' X 26' 12' X 26' Patio Trailer 80' 67' I h 3' X 4' )S Sidewalk j F-1 b 20' X 20' I Driveway ROAD in front of Lot P-3 M 18013 Florida Building Code Online 0i( ^ alt"2PiQ` BCIS Home Log In User Registration Hot Topics i Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Busiries � .��_z Professitnal`` Product Approval ga Et��t �x' � - .USER: Public User Regu Product Approval Menu > Product or Application Search > Application List > Application Detail K-11 t-�'3' FL # FL161-R4 s Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Michael LaFevre mlafevre@cws.cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Jeff Thomson 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthomson@cws.cc Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lucas A. Turner PE-58201 Keystone Certifications, Inc. 03/01/2014 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL161 R4 COI EvalReD CWS-176C (Guardian Door).Ddf Referenced Standard and Year (of Standard) Standard AAMA/101/I.S.2-97 ASTM E 1300-04 Equivalence of Product Standards Certified By Sections from the Code Year 1997 2004 s Product Approval Method Method 1 Option D v ww.floridabuilding.org/pr/Pr_app U.aspx?parar7FwGEVXQvADgg4ngAXhIG45csMGloEpo6ViN!SV7hDW%3d 1/2 812/13 Florida Building Code Online Date Submitted 12/01/2011 _ r Date Validated 12/16/2011 Date Pending FBC Approval 12/21/2011 + Date Approved 01/31/2012 Summary of Products i FL # Model, Number or Name Description 161.1 1 Guardian Hinged Door Guardian Hinged Door w/ Glazed Insert (Operable or Fixed). - Limits of Use Installation Instructions Approved for use in HVHZ: No FL161 R4 II CWS-176C (Guardian Door).Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +40/-40 Evaluation Reports Other: Not for use in HVHZ. Primarily used with Screen Rooms. FL161 R4 AE EvaIReD CWS-176C (Guardian Door).Ddf Created by Independent Third Party: Yes ... .. _..................... ..... ... .................... __.......... ._._.._......... ......... _..._._...__......_.__._._............... _...... _.................................................. ....� _...__._.._.._..._.__._.....- ......__._...._..__.............. ...... _........ _-._........ ._............................ ..._.......... ....... ............ _.... _..... _............. _......_._.._............. ......... .... ..._..... -- --..... ..... ,._........ .......... _.......... .._.................. -..... ...... ...._._........................... _..__... _....... _... .......... 161.2 [Guardian Hinged Door ............. ------- -- ------._i........ __.... __.... - -- - ._....-- - ...._.- ... .......... - .... ............. ... ................... _..-................. .................. ---.---........... ................ ................. _..._................. ---....................... _............ ....................... Guardian Hinged Door w/ Solid Core. ............. ----- -- ...._.__...---...-... ............ ....... ... ----........... _.._.... - - - --- - -- - Limits of Use Installation Instructions i Approved for use in HVHZ: No FL161 R4 II CWS-242B (Guardian Door no glass).Ddf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +40/-40 Evaluation Reports Other: Not for use in HVHZ. Primarily used with Screen Rooms. FL161 R4 AE EvaIReD CWS-242B (Guardian Door no glass)Ddf Created by Independent Third Party: Yes Eic I'sext Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 8SO-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: on ® ¢C cti pq securit mLragus, 4 , • 1 I vwm.floridabuilding.org/pr/pr app dtl.aspl(?pararrF-wGEVXQwtDg44ngAXhIG45csMGloEpo6ViNiSV7hDW/g3d 212 PRIME DOOR ELEVATION (NON -IMPACT) A �7 L41 81,Q00 OVERALL HEIGHT 37,250 OVERALL WIDTH 36" FRAME OPENING — DOOR CORE 8I B FRAME OPENING HEIGHT 4 7'16 I 799" DOOR CORE A 7—M! HINGE 22" li HINGE R 7 ZT HINGE 5 8" HINGE ALUMINUM NON -IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: OUTSWING, LEFT OR RIGHT HINGED. 4. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 6-7 FOR ANCHOR DETAIL. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. DESIGN PRESSURE RATING (SEE BELOW): -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT USED AT ALL FRAME JOINTS. 8. REFERENCE TEST REPORTS: NCTL-210-3251-1 9. 1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. PORCH ENCLOSURE MEMBERS SHALL BE 6063-T5 ALUMINUM MINIMUM WITH MINIMUM WALL THICKNESS OF 0.045". STRUCTURAL INTEGRITY OF PORCH ENCLOSURE TO RECEIVE APPLIED LOADS FROM WINDOWS SHALL BE VERIFIED BY OTHERS. DESIGN PRESSURE RATING ! ±40.0 PSF TABLE OF CONTENTS GENERAL NOTES................................1 ANCHOR SCHEDULE & NOTES .......... 2 1...1 Tw nZ. 2011-11.3019:04-05:00 GLAZING DETAIL.................................3 SECTION VIEWS..................................4 EXTRUSIONS & B.O.M.........................5 PROPRIETARY AND CONFIDENTIAL 11/30/11 INSTALLATION DETAIL.....................6-7 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART DRAB A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E. 58201 �#1 INSTALL ONE #10 ANCHOR THRU EACH HINGE INTO SUBSTRATE NOTES: (SEE SHTS 6, 7) 1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ'D AT INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHI GREATER THAN 1/16" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED 4. 3/16" DIA. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO M, THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1/2", IN ANY DIRECTION, SHALL BE ACHIEV 5. #10 WOOD SCREW ANCHORS THRU FLANGE MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY V BUCK. A MINIMUM EDGE DISTANCE OF 5116", IN ANY DIRECTION, SHALL BE ACHIEVED. 6. #8 OR STRONGER WOOD SCREW ANCHORS THRU HINGE OR LOCK/DEADBOLT STRIKES MUST BE OF SUFFICIENT LENGTH TO ACHIE% EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK. A MIN. EDGE DISTANCE OF 1/2" SHALL BE ACHIEVED IN EITHER DIRECTION. f. aw aMs ANUHUKJ MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. PENETRATION OF THREE THREADS BEYOND ANCHOR PLATE SURFACE IN TUBE FRAME INSTALLATION. ILLAI IUIN AIIIUMUK. I TY. VOTE 2) NSTALL TWO #10 ANCHORS THRU STRIKE PLATE AND DEADBOLT STRIKE 'LATE INTO SUBSTRATE (SEE SHTS 6,7) LAZED WINDOW FRAME 'EE NOTE 7) 8. GLAZED WINDOW FRAME ATTACHED TO DOOR LEAF OPENING IN ACCORDANCE WITH STRUCTURAL PERFORMANCE TEST REPORT NCTL-210-3251.1. ALL GLAZING IS TEMPERED GLASS ONLY. ANCHOR LAYOUT - (FLANGE) 9. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT. 10. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL, DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. C UPDATED PER 2010 FBC 10/17/11 TEF N INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A. TURNER, FL P.E. 58201I B )ADDED VENDOR COLUMN TO PARTS LIST 03/13/09 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ' 12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. ALUMINUM - 6063-T5 (OR GREATER) y� 13. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: FMA/AAMA 100 (FIN WINDOWS), FMA/AAMA 200 (FLANGE WINDOWS), FMA/WDMA 250 (BOX WINDOWS), PROPRIETARY AND CONFIDENTIAL 11/30/11 FMA/AAMA/W DMA 300(EXTERIOR DOORS). THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. "-I W[NDOWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ADE 03/1312009 NTS 'W[ NO:CWS-176 `N: C Ell. 2 OF 7 2671161. MAX FRAME WIDTH 24 916-— MAX DLO WIDTH 27 11L MAX DLO HEII HT 28 15/16. MAX HEIGHT 6 7B" MAX DLO HEIGHI MAX DLO WIDTH FULL VIEW SINGLE HUNG ALL GLAZING (FIXED & SASH) TEMPERED GLASS. ONLY LUCAS A. TURNER, FL P.E. 58201 f.v : No 58201 z� Apo: srnTE of PROPRIETARY AND CONFIDENTIAL 11/30/11 D p THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WA WHOLE RITT N PERMISSION OWDOW SYSTEMS. INC. ANY CUSTOM WINDOW SYSTEMS. INC. S PROHIBI EDHOUT THE IPDATED PER 2010 FBC 10/17/11 TEF ,DDED VENDOR COLUMN TO PARTS LIST 03/13/09 I ORS SW 44TH AVE. A, FLORIDA 34474 ADE 0311312009 NITS wc; "': CWS-17f R: C sHr::E.r 3 OF 7 EXTERIOR INTERIOR ALT. THRESHOLD (1186) ALT. THRESHOLD (1126) (1193) SECTION A -A zz PROPRIETARY AND CONFIDENTIAL 11/30/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. IN' E. SECTION B-B LUCAS A. TURNER, FL P.E. 58201 NOTE: ITEMS NOT SHOWN FOR CLARITY 1,3, 5,7,9,11,17-19,21,22,24-31, 36, 37 ITEM# CWS# DESCRIPTION VENDOR MATERIAL 1 S-1377 HEAD, Z BAR, OUTSWING KEYMARK ALUM 3 S-1374 JAMB, Z BAR, OUTSWING KEYMARK ALUM 5 S-1186 THRESHOLD KEYMARK ALUM 6 S-1193 SADDLE THRESHOLD KEYMARK ALUM 7 S-1126 BUMPER THRESHOLD KEYMARK ALUM 8 H-1001 DOOR CORE KEYMARK ALUM 9 S-1002 CORNER KEY KEYMARK ALUM 10 P-3008 HINGES IDEAL SS 11 P-3376 POP RIVET HUB SS 12 P-3280 DEADBOLT-3127-A•Q DELANEY SS 13 P-3280 LOCKSET - 3127-XQ DELANEY SS 14 P-3302 WSTP,.330x.187FIN, BLACK SOFT TOUCH ULTRAFAB 15 P-3310 WSTP,.350 x.187 BULB VINYL ULTRAFAB 17 P-3087 GASKET, DOOR KNOB PRATT IND. FOAM 18 P-8204 GASKET, DEADBOLT HOPRODUCTS FOAM 19 P-3584 FOAM CORE ELITE 24 P-3539 8 x3/4, QUAD PAN TEK FASTEC STEEL 25 P-3329 FOAM BLOCK, DOOR KNOB IMPERIAL FOAM 26 P-3350 FOAM BLOCK, FILLER METALS USA 28 P-3369 CYLINDER, DOOR PLUNGER YALE SS 29 P-3370 ICYLINDER, DEAD BOLT YALE SS 31 P-3531 8 x 3/8 PHIL FLAT SMS FASTEC SS 32 P-3214 IBUGSWEEP TEAM PLASTICS PLASTIC 33 S-1300 1ADJUSTABLE SWEEP KEYMARK ALUM 34 P-3367 DOOR STRIKE YALE SS 35 P-3368 DEADBOLTSTRIKE YALE SS 36 P-3612 8 x 1-1/4 QUAD PAN W/ 1/4" LEAD FASTEC STEEL 37 P-3776 1BACKERPLATE JALCOA ALUM DOOR CORE - H-1001 CORNER KEY - S-1002 2 3/8" 1 13I/16" OUTSWING HEAD S-1377 --- -- 2 3/8" — I OUTSWING JAMB S-1374 — 2 5/8" 1116" 33 1 3�18" Ll ADJUSTABLE SWEEP S-1300 OUTERFRAME ASSEMBLY PANELFRAME ASSEMBLY 7 — 3 3/8" — 3 7/16" 1 /16" —�_ _— 6 05 ---- --f 13/16" BUMPER THRESHOLD S-1126 J- SADDLE THRESHOLD S-1193 6" — 2 15116" — 1/16" 5 ALL ALUMINUM EXTRUSIONS ARE 6063-T6 1 I ===vvrr I STANDARD THRESHOLD S-1186 C UPDATED PER 2010 FBC 10/17/11 TEF LUCAS A. TURNER, FL P.E. 582011 B IADDED VENDOR COLUMN TO PARTS LIST 03/13/09 WINDOWS & DOOR: SW 44TH AVE. .A, FLORIDA 34474 PROPRIETARY AND CONFIDENTIAL 11/30/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. ADE ' 03/13/2009 NTS ;ws yu: CW 5-176 C RHEET 5 OF 7 1 3/8" -- - 1 112" MIN. EMBEDMENT-- - MIN. EMBEDMENT [E] 5116" MIN. EDGE DIST. [D] v ' v ' v ' v • v v SEALANT BETWEEN BUCK AND OPENING 2X WOOD FRAME/2X BUCK °—BY [D] INTERIOR �° ° e CONCRETE OR MASONRY ° ° OTHERS BY OTHERS v • — [A] 1/4' MAX. SHIM OPENING BY OTHERS. r 5/16' MIN. EDGE DIST. [DI INSTALLATION ANCHOR, [B] #10 DIA. WOOD SCREW INSTALLATION ANCHOR, - 1 1/2„ ANCHOR. #10 DIA. WOOD SCREW 114" MAX. SHIM MIN. EMBEDMENT [D] [D] ANCHOR. [DI [B] 2X WOOD BUCK/WOOD FRAMING \�— }} d BY OTHERS r SEALANT BEHIND FLANGE [A] o BY INSTALLER. --- DOOR FRAME INSTALLATION ANCHOR, HEAD 1(2" #8 WOOD SCREW THRU HINGE (MIN. EDGE DIST.) (E] EXTERIOR FINISH (1 ANCHOR/HINGE) [E] BY OTHERS. EXTERIOR 5/16" MIN. EDGE DIST. [D] PERIMETER SEALANT 114" MAX. SHIM [B] BY INSTALLER. E HINGE SIDE DETAIL 6 2X WOOD BUCK/ WOOD FRAMING LL MIN. EMBEDMENT [E] INTERIOR 2X WOOD FRAME/ 2X BUCK BY OTHERS. .� [A] EXTERIOR INTERIOR STRIKE PLATE SCREW #8 WOOD SCREW (2/ STRIKE AND DEADBOIT STRIKE. [E] DOOR FRAME 1—L� SILL -�- MIN. EMBEDMENT ID] REFERENCE NOTES: EXTERIOR (MIN. EDGE DIST.) [E] [A] SEE NOTE 9, SHT 1 INSTALLATION ANCHOR, — [S) SEE NOTE 283, SHT 2 3/16" DIA. CONCRETE [C] SEE NOTE 4, SHT 2 INSTALLATION ANCHOR, [DI SEE NOTE 5, SHT 2 SCREW ANCHOR. #10 DIA. WOOD SCREW [E] SEE NOTE 6, SHT 2 [CI PERIMETER SEALANT ANCHOR. SEAL OR SET SILL IN 8Y OTHERS. ID] CONCRETE OR MASONRY. GLAZED WINDOW FRAME ATTACHMENT EXTERIOR FINISH (SEE NOTE 7, SHEET 2) BY OTHERS. C UPDATED PER 2010 FBC 10ff PERIMETER SEALANT LUCAS A. TURNER, FL P.E. 56201 B I ADDED VENDOR COLUMN TO PARTS LIST 03/1; BY INSTALLER. D1 LOCKING SIDE DETAIL �6J 2X WOOD BUCW WOOD FRAMING 1 1/4" MIN. EMBEDME] [C] 2 UZ MIN. EDGE DIST [C] VERTICAL SECTION 6 • — CONCRETE OR MASONRY BY OTHERS. zZ PROPRIETARY AND CONFIDENTIAL 11/30/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. SCREEN ENCLOSURE MEMBER BY OTHERS [A) INSTALLATION ANCHO #10 SMS. IF) SEALANT BEHIND FLAI BYINSTALLER EXTERIOR DOOR FRAME SILL �f ±'721 � : , DOORFRAME HEAD INTERIOR SCREEN ENCLOSURE - MEMBER BY OTHERS [A] INSTALLATION ANCHOR, #10 DIA. SMS ANCHOR. IF] 1/4" MAX. SHIM [B] DOOR FRAME JAMB INTERIOR `INSTALLATION ANCHOR, EXTERIOR #8 SMS THRU HINGE (1 ANCHOR/HINGE) IF] PERIMETER SEALANT BY INSTALLER. 7OHINGE SIDE DETAIL ALUMINU lSTEEL TUBE 1/4" MAX. SHIM [B] DOORFRAME JAMB SCREEN ENCLOSURE INTERIOR MEMBER BY OTHERS [A] STRIKE PLATE SCREW #8 X 1 1/2" FH SMS IF] SEALANT BEHIND FLANGE BYINSTALLER EXTERIOR FINISH BY OTHERS. INSTALLATION ANCHOR, EXTERIOR I 3/16" DIA. CONCRETE SCREW ANCHOR. [C] SEAL OR SET SILL IN /GLAZEDWINDOW FRAME ATTACHMENT CONCRETE OR MASONRY. (SEE NOTE 7, SHEET 2) PERIMETER SEALANT BY OTHERS. CG LOCKING SIDE DETAIL v 7 ALUMINUM/STEEL TUBE 1 114" MIN. EMBEDMENT---, [C] L > v v °. v CONCRETE OR MASONRY BY OTHERS. /y V. 21/2„ MIN. EDGE DIST. [C] PROPRIETARY AND CONFIDENTIAL 11/30/11 CF�VERTICAL SECTION THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM 7 WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. INSTALLATION ANCHOR, #10 SMS ANCHOR [F] -SEALANT BEHIND FLANGE BYINSTALLER C UPDATE LUCAS A. TURNER, FL P.E. 58201113 ADDED' REFERENCE NOTES: [A] SEE NOTE 9, SHT 1 [B] SEE NOTE 2&3, SHT 2 [GI SEE NOTE 4, SHT 2 [DI SEE NOTE 5, SHT 2 [E] SEE NOTE 6, SHT 2 IF] SEE NOTE 7, SHT 2 1. 8(2/13 Florida Building Code Online `s BCIS Home Log In I User Registration lion _ Hot Topics , Submit Surcharge I Stats & Facts Publications FBC Staff BCIS Site Map Links Search Bus inesgy Professional USER: UPublic User USER: Public Userer Regulation iYii.LYag l%Fl.i Product ADorovai Menu > Product or ADolication Search > Aooiication list > Application Detail ziiGlAiii0 r� FL # "' f �1844 R12« Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Comfnission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com a Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 josowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category SWinows, Subcategory ontal`Slidern Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE Validation Checklist Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 ANSI/AAMA/NWWDA 101/I.S.2 1997 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E-1886 2002 ASTM E-1886 2005 ASTM E-1996 2002 ASTM E-1996 2006 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL1844 R12 Eouiv 1996-05 to 02 Eouiv.odf Product Approval Method Method 1 Option A Date Submitted 01/09/2013 vmw.floridabuilding.org/pr/pr app dd.aspC?pararrFwGEVXQvADgsGsvftHsb6W7Cih18PFyPwCo/D2f64XU6eOEU`/`2fdTn8`/`2bNtTVpA`/o3d°/o3d 1/3 8013 uare vauaareo Date Pending FBC Approval Date Approved Date Revised Summary of Products Florida Building Code Online U1/lb/LU13 O1/23/2013 07/31/2013 1 FL # Model, Number or Name ._._.....- - ............ _. _..... ...... _ _.... ......... - Description _. - -- ... 1844.1 HR - 210 _._.....---......_.._..._. ..--........_._....._._....._.._...._..................... ....... _.._.... ................. ..._....__._... ----- .- -------- - - Aluminum Horizontal Roller Window with Slip -On Nailing Fin ----........ _._._._........... ... -..._............_................._........_...._..--.................................. ........... _._... _........ .--------- - i Limits of Use 9.- Certification Agency Certificate Approved for use in HVHZ: No FL1844 R12 C CAC 190-465CAR.Ddf Approved for use outside HVHZ: Yes FL1844 R12 C CAC 190-466CAR.Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A O1/10/2014 j Other: Please see the Installation Instructions for design Installation Instructions pressure, size and anchorage information. FL1844 R12 II HR-210.1)df Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R12 AE Prod Eval HR-210.odf Created by Independent Third Party: No 11844.2 HR - 410 � Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIB44 R12 C CAC 190-433CAR.odf Approved for use outside HVHZ: Yes FL1844 R12 C CAC 190-456.00AR.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 08/17/2013 Other: Please see the Installation Instructions for design Installation Instructions pressure, size and anchorage information. FL1844 R12 II HR-410.Ddf F Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R12 AE Prod Eval HR-410.Ddf Created by Independent Third Party: No III I 1844.3 j HR - 510 Limits of Use — WinGuard Vinyl Horizontal Sliding Window Certification Agency Certificate Approved for use in HVHZ: No FL1844 R12 C CAC Certification HR-510.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 07/28/2013 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R12 II HR-510.1)df pressure, size and anchorage informations Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FLIS44 R12 AE Prod Eval HR- 510.odf i ---... ----- .._..._..- -- - .._.._. _._ --__.-..... - ........ .._-__--._._._.__...-_- _Created by Independent Third PartyN..._..._._.._- ........ _.�....---.----J -- ]] 1844.4 HR-2110 Vinyl Horizontal Roller with Integral Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R12 C CAC 190-461CAR Ddf Approved for use outside HVHZ: Yes FL1844 R12 C CAC 190-462CAR.Ddf Ii+ Impact Resistant: No FL1844 R12 C CAC 190-463CAR.odf Design Pressure: N/A FL1844 R12 C CAC 190-464CAR Ddf Other: Please see the Installation Instructions for design Quality Assurance Contract Expiration Date pressure, size and anchorage information. 02/21/2014 Installation Instructions FL1844 R12 II HR-2110.odf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R12 AE Prod Eval HR-2110.odf Created by Independent Third Party: No Vinyl Horizontal Roller Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R12 C CAC HR-2210 Certification.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/22/2013 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R12 II HR-2210.1)df pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 I Created by Independent Third Party: No Evaluation Reports FL1844 R12 AE Prod Eval HR-2210.odf Created by Independent Third Party: No 1844.E HR-2310 Spectra Guard Vinyl Horizontal Roller www.floridabuilding.org/pr/pr_app_df.aspx?pararrFvvGEVXQwtDgsGsvRHsb6V 7Cih{SPFYPWC%2f64XU6e0EU%2fdTn8%2bNtTVpA%3d%3d 213 412/13 Florida Building Code Online L11111L, W1 lr,C Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. L.CrLKIIUOLIUII M9C11L:y VCrL111L:tl LC FL1844 R12 C CAC Certification. pdf Quality Assurance Contract Expiration Date 02/16/2015 Installation Instructions FL1844 R12 If HR-2310.odf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R12 AE Prod Eva[ HR-2310.Ddf Created by Independent Third Party: No 4l ac.f< tiezt Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(I), Florida Statutes, effective October 1; 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: gg IM sccurit\•t 177nics- � •�i-• _''a1 ill ,� 1 U t wj 1 www.iloridabui Icing.org/pr/pr_appjU.aspx?param=wGEVXQwtDq sGsA Hsb6VV76ihNBPFyQwCg/`2f64XU 6eOEU g/g2fdTn8g/`2bNtTVpA*/o3d°/`3d 313 GENERAL NOTES 1) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. 2) WOOD BUCKS DEPICTED. AS 1X ARE LESS THAN 1-112' THICK. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. 3) SEE TABLES FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO SUBSTRATE EDGE (EXCLUDING FINISH OR STUCCO). 4) SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 5) ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN FLORIDA BUILDING CODE CHAPTER 20. 6) ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 7) MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, 2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90. GLAZING COMPLIES WITH ASTM El 300.04. 8) THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 9) IF THE EXACT PRODUCT SIZES NOT LISTED IN THE TABLES, ALWAYS ROUND UP TO THE NEXT LARGER VALUE. TABLE 1: DESIGN PRESSURES Size Configuration Design Pressure Glass Makeup Width Height 73" 50". XO or OX +50/-50 psf IG: (1!R _ 1/2" `62't* Alw- (151a 110" 50" XOX +45/-50 psf 1/ AIN) 8" '110" 62" +35/40 psf TABLE 2: ANCHOR SPECIFICATIONS T 12-112" MAX O.C. 6" MAX. 12-1/2" MAX O.0 6" MAX, Anchor Substrate Min. Edge Distance Min. Embedment MI -I , -dw GI S ee d 4 Stainless Steel "azEZ $4tit em' n sfSG,;�.55) 1/21 A l 3/8? Aluminum, 6063-T5 min. 378" 1/8" Steel Stud, Gr. 33 min. 3/8" 0.0346 (20 ga) A36 Steel 3/8" 1/8" 3116' Steel Ultracon unrc• cnv en ucrei cwc.v..�" P.T. Southern Pine (SG = .55) 112" 1-3/8" Concrete (min. 2.7 ksi) 1" V. Ungrcuted CMU, (ASTM C-90) �."f...-....-_..-.'-'..... _ _ 73" MAX. 15-1l4" MAX. I I I CM 6" MAX. 62" MAX. SILL ANCHOR BRACKET Pg72182X MATERIAL: 304 STAINLESS STEEL 2.1/2" 3/4" O Q 0 �— 1-11/16" — r .030" .030" T F _ 6„ M, 110" MAX. 14" MAX. — �---� —� a rF a 62" M/ XOX CONFIGURATION, X. } INSTALLATION WITH FLANGED FRAME EXTERIOR FlANOEO FRAME � H) AOJNSTALLATIO EMB FLANGED FRAME, HEAD INSTALLATION (USING 1X BUCKSTRIP) 1CK FRIOR MAX. 114" SHIM +Wry' FLANb T ME AI BIINSTAUMTIO . (DIP Td:Y"O•t g�S7 @) 4 EXTERIOR / / EXTERIOR EXT�OR#10SMSSILL ANCHOR @Zn ANCHORT BRACKET MAXSILL 1/ ISHIM BRACKE P#72182X FLANGED FRAME. JAMB INSTALLATION NLNM/CP#72182X .` ` O ! ••.Fp MAX, 1/4"SHIM 1X BUCKSTRIP) `: �4�',.•-`lcevsF Q' #10 SMS g (USING ' No. 58705 •: MAX. 11,V SHIM 1X BUCK _ * -O CA' 1 UJ �� ••. S-TE F �� / B T BSAT a..�sr o.r w. n¢aaaewra �xiva au amain ,....., s bE,I`tdME - S8L1 SfALL"AT7011 EX LCOED, IOEV1fi4Y FLANGED FRAME, SILL INSTALLATION J. ROSOWSKI ey. 06/28/11 wy�, VINYL NERIDlB iNSF]i11RT7i PAD�frYpFFVf ANOFRG.AIEFMY.NDi�PRlIM'OFiNt9 uoesnm MY5EUSWWR01W0U N DIRE@T P Z4%SUBSTRATEj (USING 1X BUCKSTRIP) ,wvPceuxmwrnamwssm wnmea �vuasur o raFFaaa wEt ® D—vw: 1070 TECHNOLOGY DRIVE INSTALLATION NOTES: NOKOMIS, FL 34276 FL CERT. of AUTH.: 29296 O' HORIZONTAL ROLLER INSTALLATION 1) SEE TABLE 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. A. Lynn Miller, P.E. s'^'°sw-t P.E.458705 HR•2210 NTS 2 of 3 920811JR INSTALLATION WITH EQUAL -LEG FRAME EMB EQUAL -LEG FRAME, HEAD INSTALLATION (DIRECTLY TO SUBSTRATE) EXTERIC #10 SMSA MAX. 14 BST . T EQUAL -LEG FRAME SILL INSTALLATION - EXPLODED SIDE VIEW (DIRECTLY TO SUBSTRATE) INSTALLATION NOTES: 1) SEE TABLE 2 FOR ANCHORAGE AND SUBSTRATE AND SPACING REQUIREMENTS. MB EQUAL -LEG FRAME, HEAD INSTALLATION (USING 1X BUCKSTRIP) EQUAL -LEG FRAME, SILL INSTALLATION (USING 1X BUCKSTRIP) X BUCK ° SHIM R TERIOR MAX. 1/4' SHIM LTr EQUAL -LEG FRAME, JAMB INSTALLATION (DIRECTLY TO SUBSTRATE) 1X I f SHIM 1111l1 EQUAL -LEG FRAME, JAMB INSTALLATION `�� ,�� \YNN d//,�� X. 1/4' SHIM (USING 1X BUCKSTRIP) : ����.•'�GgNSF ''•. BUCKLL jr ; Na. 5B705 • * Q 14) S-T F OF ri, , S/ON AL ,.,• J. ROSOWSKI 1 06128111 VINYL"'°^�w"'EPf�o'^'�^�T acusmhstiw ctis¢vxmaxanevmt awwer• a� 7 4rroraocaeruer.irommoNarnm oawuevrwree usm oA ermmucm er .tw raw xrnourra e�++css®xnnrev rouasscw�rrreucrzzv. © 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 T°• FLCERT.OFAUTH . : 29296 HORIZONTAL ROLLER INSTALLATION A. Lynn Millar, P.E. 5.,W.Um sm": P.E.#58705 HR-2210 NTS 3 of 3 920811JR CONTRACTOR: South Florida Aluminum Products, Inc. DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 2010 Florida Building Code specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. AA ASM 35 and Specifications for Aluminum Structures, Part I -A of the Aluminum Design Manual prepared by The Aluminum Association, Inc. Washington, D.C., 2005 Edition 3. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category 1. 2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed: VULT= 143 MPH, VASD =112 MPH 3. Exposure Category, Paragraph 1609.4.3: Exposure C 4. Building Category for Aluminum Structures, Paragraph 2002.6: Building Category 1. Foundation Design • New Wood Deck on Existing concrete. No additional concrete footing or slab is required to resist the loads imposed upon the existing slab by the proposed construction if the existing slab is a minimum of 4" thick and in sound condition, free from structural cracking, spalling, or other deterioration. Roof Type 1. Roof Type: MONOSLOPE 2. Roof Material: 3" x 48" x 0.024" Elite 2000 Composite Panel, 1.0 density foam, Florida Product Approval Number FL 7561-R2. Specifications The following specifications are applicable to this project: 1. All work shall be in accordance with the Florida Building Code, 2010 Edition, with Supplements, and any other applicable local codes and regulations. 2. The minimum wall thickness of aluminum extrusions shall be in accordance with the Florida Building Code, 2010 Edition and the 2005 Edition of the Aluminum Association Manual, but not less than 0.040 inches. 3. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no manufacturer substitution is acceptable without the specific written, signed and sealed authorization of Suncoast Architecture & Engineering, LLC. 4. Fasteners are required to be SAE Grade 5 or better zinc plated. 5. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portland Cement Type 1,- ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining+/- 1% -ASTM C 260 iv.Water reducing agent - ASTM C 494 v. Clean Potable water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTM Al85 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after hatching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Parts 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylene curing permitted. f. Prior to placing concrete, treat the entire subsurface area for termites in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. 6. The minimum nominal thickness of protector panels (kickplates) shall be an industry standard of 0.024 inches. 7. All lumber and plywood shall have grade marks and treatment identification and Shall conform to the following: a. Framing lumber shall be minimum no. 2 southern yellow pine and have a maximum moisture content of 15%. b. Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcure, as recommended for the use condition. Pressure treated lumber shall be impregnated with a cca salt treatment in accordance with f s. n-w-571 and bear the American Wood Preservatives Institute quality mark Ip-2. c. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure 1. 8. Contractor shall provide Florida Product Approval information as to the exact window being utilized for this project, including manufacturers specifications, and installation methods for anchoring the submitted windows to Aluminum members and specific sizes as indicated on A-1. 9. Contractor shall provide any additional backing and anchors as required by the window manufacturers recommended procedures. 36' HIGH ALUM RAIL 4X4 POST (TYP) W/ 1X 1" X 0.040' (10) POSTS PICKETS AT 4.5' MAX. I 3'-0' - (2)2XB RIM BEA2X6 RIM tF � to O -1F i X tp O N to X t STAIR FRAMING IA PLAN (5) RISERS AT 7.2' L���� (4) TREADS AT 10' (2)2X8 RIM BEAIu PROVIDE 2X12 PT TREADS ATTACHED TO 2X12 STRINGERS WITH (2) SIMPSON TA10Z PER STRINGER -- NOTE: STAIR LOCATION TO BE VERIFIED IN FIELD BY CONTRACTOR COMPONENTS & CLADDING - VAM DESIGN PRESSURES FOR WINDOWS / DOORS: ZONE 5:+23.8 PSF / -31.9 PSF CONTRACTOR TO INSTALL VINYL SIDING PER FLORIDA PRODUCT APPROVAL 0 I to 0 I (2) 2X4 TOP PLA V-0" (2)2X8 RIM BEAM (2)2X8 RIM BEAM T(2)2X8 RIM BE Ip ID -� e � � O X t0 Go t N A-z Iv I� (2)2X8 RIM BEAM (2)2XB RIM BEAM m(2)2X8 RIM BEAM 8'-8" 6'-0" . � '• REVE ED JOE� FLORIDA `4TH WALL 2X5SM6 3X3X0.093 POST ,(TYP) 3"X48"X0.024" COMP PANEL 26'-0" 5'-0" CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE i1/iAIT0A15TAn AA w-- 26'-0" I' 6'-0' THESE PLANS A :`D ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, Olt LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COM E REVIEWED BY DATE PLANS AND PE T MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE �M IY LLI W t1 W Q rn 0 a Q Z oW o z W Z LL j Q 0 � 1- O d En LL H ;I U • LU U N H �0 g 2 •a OC Z x o LU 0 to LU Grog Q Z irLLrnm 0 3 �Q�� Z Z �3nn c LU m z 0 N MuFLL LL to N w J � m Q W LU U U XLU �rtw� 0 Z p F X A U)�00LL DRAWN BY TP DATE DRAWN 07/22/13 REVISION n _ SHEET NO: A-1 ° IE��I, (�AllE1Bl�6 RETEVIED @ i� FLORIDA IM ACCORD -Mc" WILDING CODE CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD PRESERVATIVE TREATED 4 x 4 WOOD POST SIMPSON ABU44Z POST BASE W/ (2) 1/4" x 21/4" CONCRTE ANCHORS. SEE MANUF. SPECS FOR FASTENERS INTO POST 4" CONC SLAB rD—i 4X4 POST TO CONCRETE CONNECTION DETAIL A-2 SCALE: NTS EXTERIOR: 2X6PT DECK BOARDS SPACED W/ 30D NAIL GAP W/ (3) #10 x 3 1/2" DECK SCREWS INTERIOR: 3/4" PLYWOOD DECK (2) 2X8 PT WOOD RIM JOIST W/ (5) 16D NAILS 2X6 WOOD JOIST o 16" O.C. PRESERVATIVE TREATED 4 x 4 WOOD POST BEYOND W/ SIMPSON STRONG TIE BCS2.2/4Z 6_3 RIM JOIST TO INTERMEDIATE BEAM DETAIL A-2 SCALE: NTS EXTERIOR: 2X6PT DECK BOARDS SPACED W/ 30D NAIL GAP W/ (3) #10 x 31/2" DECK SCREWS INTERIOR: 3/4" PLYWOOD DECK (2) 2X8 PT WOOD GIRDER W/ (2) ROWS OF 16D NAILS AT 12" O.C. SIMPSON STRONG TIE \_2X6 WOOD JOIST @ 16" O.C. SIMPSON STRONG TIE LUS-26Z PRESERVATIVE TREATED 4 x 4 WOOD POST ('2 RIM BEAM TO JOISTS DETAIL A-2 SCALE: NTS 1 i r_, k �.✓ 1� THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY rIELU INSPECTORS THAT MAY RE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICAULE CODER. n ONAL SEAL L tt a LU Z LU c a a Z LU Q z LL J Q Q to z a Z O tii LL Z W x LL C LU V- LLJ Q > O u F 0 LU oc 0 = a in LL Q H' U LU J o J a o7J � z y 1 QN 0 O N F- LU z N Lu I-umoo ! 03 1° m m Z U ZQ^^ C � coum Dn W gym -I U f OLL V1 W ; � m W Q U U �Z-IMW� F-a V � m cf) O ZpF-A d U) Lo O O LL DRAWN BY TP DATE DRAWN 07/22/13 SHEET NO: A-2 ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2x2: 2"x2"x0.046" 2x3: 2x3"x0.050" 2x4: 2"x4x0.050" 2x5: 2"x5"x0.050" OPEN BACK SECTIONS 1x2: 1x2"x0.040" I x 3: 1" x 3" x 0.045" SNAP SECTIONS 2 x 2 Snap: 2" x 2" x 0.045" 2 x 3 Snap: 2" x 3" x 0.050" 2 x 4 Snap: 2" x 4" x 0.045" SELF MATING (SMB) 2 x 4 SMB: 2" x 4" x 0.044" x 0.100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.100" 2 x 6 SMB: 2" x 6" x 0.050" x 0.120" 2x7SMB: 2x71x0057"x0.120" 2 x 8 SMB: 2" x 8" x 0.072' x 0.124" 2 x 9 SMB: 2" x 9" x 0.072" x 0.124" 2 x 10 SMB: 2" x 10" x 0.092" x 0.398" MINIMUM FASTENER EDGE DISTANCE: 1/2" MINIMUM FASTENER SPACING: 3/4" 1/27:12- MIN ROOF (2) 2X4 TOP PLATE HEADER SCHEDULE OPENING HEADER SIZE UP TO 3'4' (2)7'x 6' 3'-5" TO 54' (2) 7' x 8" 5'-5" TO 8'-6' (2) 7' x 10' 8'-7 TO 17S' (2) 7' x 12' NOTES FOR ALL FOUNDATION TYPES: 1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING PRESSURE OF 1,500 PSF BEARING CAPACITY OF SOIL SHALL BE VERIFIED BY LICENSED CONTRACTOR PRIOR TO POURING CONCRETE. 2. THE SLAB/FOUNDATION AREA SHALL BE CLEARED OF DEBRIS AND ROOTS AND SHALL BE COMPACTED PRIOR TO PLACEMENT OF CONCRETE. 3. CONCRETE SHALL BE PER SPECIFICATIONS IN THE DESIGN SUMMARY. (4) 1/4" DIA. X 5" LAG SCREWS W/ NEOPRENE WASHERS PER PANEL 12" OVERHANG MAX. HEADER SCHEDULE VINYL SIDING ON #15 FELT PAPER OR HOUSE WARP ON 112" APA RATED SHEATHING 2X4 S.Y.P. @ 16" O.C. CONTINUOUS FROM BOTTOM OF BOTTOM PLATE TO TOP OF TOP PLATE. SHEATHING IS PART OF LOAD PATH TO GROUND. 2. IF SHEATHING HAS HORIZONTAL BREAK, IT CANNOT BE USED AS PART OF LOAD PATH - USE SP4 AT BOTTOM AND SP4 AT TOP OF EACH STUD. NAIL PATTERN: 8d 4" O.C. @ EDGES 8d 4" O.C. INFILL 2X4 STUD @ 16' O.C. SIMPSON LSTA12 @ 32" O.C. PROVIDE (2) AT CORNERS S-2 TYPICAL WOOD FRAME WALL SECTION A-3 SCALE: NTS THESE PUN f RVE BEEN RETEMED ISN #10 IN ACCOMANCE WNTHIFLORIDA (4)#10x2` SCREW I DUEDINO CODE® SEE S-1/A-2 FOR POST & TOP AND BOTTOM RAIL INFORMATION S RAILING DETAIL A-3 SCALE: NTS SP4 AT ALL STUDS 2X4 HORIZONTAL BLOCKING AT SHEATHING SPLICE (2)16d TOE NAILS EACH END 1 A PLATE 2X PT SIMPSON STRONG TIE LSTA12 @ 32" O.C. TO BEAM BELOW (2) SIMPSON STRONG TIE LSTA24 TO BEAM BELOW 2" x 2" POST @ 4'-0" O.C. MAX. 1" x 1" x 0.040" PICKETS @ 4 3/4" O.C. MAX. INTERNALLY SCREW TO TOP & BOTTOM RAILS W/ (2) #10 x 2" SEE B-1/A3 FOR BASE DETAIL THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTOR 3 THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLIOAOLI! c 00MO, HEADER SCHEDULE OPENING HEADER SIZE UP TO 3'4" (2)7'x 6' T-5'TO 5'4' (2)7'x 6' 6-5" TO 8'-6' (2) 7' x 10' 8'-7 TO 17-T (2) 7' x 17' TOP PLATE DOUBLE 2X 3 -16d x 5 EACH SIDE IN EACH HEADER HEADER PER SCHEDULE 2 - 2X4 STUDS MIN. EACH SIDE OF OPENING 16d @ 24" O.C. STAGGERED 2X4 STUDS @ 16" O.C. SIMPSON STRONG TIE LSTA12 @ 32" O.C. TO BEAM BELOW (2) SIMPSON STRONG TIE LSTA24 TO BEAM BELOW A -A TYPICAL WOOD FRAME WALL DOOR SECTION A-3 SCALE: NTS 2" x 2" SNAP ISN #3 W/ ISN #2 INTERNALLY SCREW TO POST W/ (2) #10 x 2" (4) #14 x 1" ALUMINUM CASTING (4) 3/8" x 3" LAG SCREWS S-1 2X2 POST CONNECTION DETAIL A-3 SCALE: MS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD SP4 AT ALL 2X4 HORIZONTAL BLOCKING AT SHEATHING SPLICE (2) 16d TOE NAILS EACH END LSTA12 EA SIMPSON STRONG TIE LSTA12 @ 32" O.C. TO BEAM BELOW (2) SIMPSON STRONG TIE LSTA24 TO BEAM BELOW co iV \ l PROF SSIONAL SEAL HEADER SCHEDULE OPENING HEADER SIZE _ UP TO 3'4" (2)7'x U. 3'-5" TO 6-44 (2) 7' x 6' 5'-5" TO 8'S' (2) 2" x 10" 8'-7 TO 1Z-C' (2) 7' x 12' TOP PLATE DOUBLE 2X 16d x 5 EACH SIDE IN DH HEADER HEADER PER SCHEDULE 2 - 2X4 STUDS MIN. EACH SIDE OF OPENING 8d @ 24" OC STAGGERED •2X4 STUDS @ 16" O.C. ROUGH SILL -WHERE OCCURES W/ Al CLIPS SIMPSON STRONG TIE LSTA12 @ 32"D.C. TO BEAM BELOW (2) SIMPSON STRONG TIE LSTA24 TO BEAM BELOW B-B TYPICAL WOOD FRAME WALL WINDOW SECTION A-3 SCALE: NTS at W LLI Z LJ (D a J � � Q = O z In Vf Z i LJJ LV Q LL C O Wa cc o C. V1 LL 114 U U a � mLu i N I_Jj o $ U (D tz Cal W z O V) LLI rum�o Q Z sLLmrn y n u xQuNmi vNmi Z Lu 02Gnn C Y �� V1 W m ja X N V I`_LL O i LL V1 W ; J m W Q U U Z J M W W Opt—aav Emfn �O1 ZCD Mm f1 (0LoOOLL DRAWN BY TP DATE DRAWN 07/22/13 REVISION 1 - SHEET NO: A-3 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NEMSAR i° iN ORDER TO GQMPI Y WITH A" A.PRIslGAM—S 000Ef. ESE�1S► EEE1 RIEVd'IED dMkDC NCE��NT'lE FLORIDA W&DING CODE. 1�j l�P' 9 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD FLASHING 3" COMPOSITE ROOF PANEL (4) #12 x 4" SMS W/ NEOPRENE FACED EXISTING � WASHER EA. PANEL IBUILDING /I (3) 3/8" DIA. THRU BOLTS 2"x5'SMB I 3" x 3" POST S-3 COMP. ROOF TO POST 4TH WALL DETAIL A SCALE: NTS PROFESSIONAL SEAL w w Z w (D a Z < rn w c Q c Z e W O z N Z —�� LLI LL w ¢ p O Wa F- p. V) LL F U N H�� s aC Z_ o N 0 Lu 0 ry LA w lzmgg OZ!n¢�:n Z w o¢SE � � LA co ,Hig O N W >t� ED W Q U U of m LU_ (o Lu0�aa� m #H-It o Zo�D_a� d U) LO O O LL DRAWN BY TP DATE DRAWN 07/22/13 REVISION 0 - SHEET N0: A-4