Loading...
HomeMy WebLinkAboutPLANS 2l SLEEVEA • • P umnum� ••mwmnn II PI • 't � uaYati i .wwu i L�ld•1G �. ' �.o °•., ORIC AD DP m 2 GUIDE INSERT YR. TOGGLE LOCK DETAIL ONE LOCK LOCATED AT EACH END OF CURTAIN. SEAM xGAUGE GALVANIZED ALVANINIzED•,r BOTTOM BAR --, Y.' FLAT WASHER 31/2• 9Ie'-18 HEX NUT 1 9• LIFT CUP 00 3/s. RADIUS / TYP. 26' COMMATIM SHEET FORSTEELJAMBS. USE.14x 1• FOR CONCRETEJAMB. USE 1?x2-IN SELF-DRUJNG AND FASTENED B• FROM EXPANSION BOLTS MATH 1-17 MINIMUM FLDORANDSPACEDATS'ONCENTER THEREAFTER' EMBEDMENT AND FASTENED F FROM FLOORAND SPACED AT20 ON CENTER THEREAFTER 4.1? �117 112CAUGE INIMUM .., t�h' ••ti •i•• 8183, SNED St. SIDE ELEVATION �SUDE BOLT LCCK LOCK WASHER 2' x 1-1/2' 12 GAUGE HEX HEAD NUT GALVANIZED'] NOTES: 1. STEEL FOR CORRUGATED SHEETASTM-A65.3 WITH MIMMUMYIELD OF 80 KSI AND TENSILE STRENGTH OF82 KSI. (GRADE 60) 2 GUIDES ROLL FORMED (12)GAUGE (.11V- 1201 GALVANIZED STEEL 3. GUIDE INSERT FORMED(12) GAUGE GALVANIZED STEEL 4. (10) GAUGE GALVANIZED STEELWINDLOCK CLIP FASTENED WITH TWO 3/16•x.440' POP RNETS ON FOUR CORRUGATIONS PERSIDE OF EACH SHEET EWYFw GNU WXN¢1itlIN1ENYAFIXRtl OTOMenR LFR16!•alF5ll9 WpYrg1ES wom ro.. mu -No iw, wrzo vmnu noaxcsrmmm rnrmur �e.me.ewxoesn.xuva -ran m FnmwiriratwFrtsrcwmucrmxwawz�¢wmrraruFmm mer1wn raeus,wzwaurtoroacoFxawrzxuwwxmAr rr.mm Fvw.romF®nuxnxcFGuwrm rmrnerFsr aaax m woGrFA mr r� ozarzaw.naoa w+Gno� mexavn r.roeuxarsumsv.uoazrrawu.ueesmzssmm upm4}FLVM1E54Ew9T65F W MhGr IXATm[hQOTNrrM WO1a(p6WYC1m1NE8WFitllALLOVf Wb WDi1fl MGM Size i J-1 a�•i 2- 7!B' 9/16' x I' SLOT 2'x2'x3/16' STRUCTURAL STEEL ANGLE WE NOTE 02 HEAVY_Du►Y 0" CLP 9 26aB' S ''Pi .31 26 • 1.260' � 5 8 ♦0 0.200 (2) WNX= CLP GU®E MBEIir (SEE NOTE W (SEE NOTE 43) rs ml sr wm a em 4255MCEWIr dlSd, Dr. SE 35 N3 0.01T j Ar GA 30101 _. Xx - H-.015 .xxx = ♦/..m5 C 7ou-M c tsW x T11 TESTLOCATION CEN11flE0161PN l/A]M1OP0:5 zz. PxOxFBRMp OPL000.R lA]2 ASTA Door Corporation Installation Instructions 4256 MCEver Intluetrial Drive Ahonw. (GA974-2 Models: 201,201 HD, 202, 202HD5 2031204 & 205 30101 jidw—Phone: Tn07 974-2600 ASTA Door Corporation silo. R4-1� d USE ASTA DOOR CORPORATION PARTS ONLY- ALL OTHERS SHALL VOID WARRANTY IMPORTANT REMARKS I ALL ASTA PRODUCTS MUST BE INSTALLED BYA LICENSED, QUALIFIED PROFESSIONAL DOOR COMPANYTO QUALIFY FOR OUR WARRANTY. INSTALLATION WITHOUT PROPER TOOLS AND KNOWLEDGE CAN RESULT IN PERSONAL INJURY. THIS PAMPHLET IS DESIGNED TO ASSIST A PROFESSIONAL IN THE INSTALLATION OF ASTA 200 SERIES COMMERCIAL SHEET DOORS. SAFETY IS FOREMOST. INSTALLATION SHOULD BE EXECUTED BY LICENSED, QUALIFIED DOOR PROFESSIONALS. INSPECT ALL OF THE SHIPPED PARTS AND ACCOUNT FOR EVERYTHING BEFORE COMMENCING ANY WORK. FOR QUESTIONS AND TECHNICAL ASSISTANCE, CONTACT 66 /9 1. BiNR amulmewals eatlta crceDY da .KNP dearth full Viw and teas of ohlhndlea6Wtr71e opwau% 2. Do Ra anowtlrOdreo to operate nao data orautoni Woperator. 9. Repairs aa4sthrnlsahould heaade Ova tralaad mules pemean using properbols aidl strucflmer. 4.10 alald IRIUM do sot puddnOws WNrean door and 2utdas R. Road owroh coolant Tartan dear and operatarlor names WomwtbA I k% tl r sIt... DIAGRAM 9 DIAGRAM 4 I _,raH flr� � / A CAUTION: DO NOT REMOVE THE PLASTIC BANDS WHICH HOLDS THE DOOR IN A ROLL, YOU WILL BE TOLD AT A LATER TIME WHEN TO REMOVE IT. NO GUARANTEE WILL BE GIVEN OR RESPONSIBILITY ACCEPTED BY THE MANUFACTURER IF THE DOOR IS NOT INSTALLED AS INSTRUCTED. FOR PROPER OPERATION, FOLLOW THE INSTRUCTIONS AS GIVEN. PLEASE REVIEW ALL THE STEPS BEFORE BEGINNING. STEP #1 - PREPARATION A. CHECK THE HEIGHT AND WIDTH OF THE DOOR OPENING. B. CHECK IF THE DOOR JAMBS ARE PLUMB. C. CHECK IF THE FLOOR AND HEADER ARE LEVEL. D. CHECK THE DIMENSION PANEL FOR SIDE ROOM AND HEAD ROOM REQUIREMENTS. (SEE DIAGRAMS) CEILWG �� DIAGRAM 9 X •O DOOR SUPPORT �1 BRA -- SEE CKETS HEADER AlEE S OPENING A WIDTH CLEARANCE REQUIREMENTS (HEADROOM) HEIGHT X Y 2 UP TO 8'-0 20' 9.1/2' 10-1/2 UP TO 101-0 21' 10, 11' UP TO 16'-0 23, 11' 12' UP TO 201-0 24' 124 12' DRIVE TYPE Al A2 PUSH-UP/ ROPE 6' 6' POCKET WHEEL REDUCTION GEAR 9' 6' ELECTRIC OPERATOR 9' 6' NOTE • DOORS WITH HEAVY DUN GUIDES, ADD 1- TO Al AND A2 DIMENSIONS. • ALL WINDLOCK DOORS, ADD 1' TO Al AND A2 DIMENSIONS. STEP #2 - INSTALL SUPPORT BRACKETS A MARK THE HORIZONTAL (Al & A2) OF THE SUPPORT BRACKETS (31-32). B. MARK THE VERTICAL DIMENSION OF THE SUPPORT BRACKET (DIMENSION'Y') BY USING A TRANSIT OR WATER LEVEL. THE DOOR MUST BE LEVEL. C. DRILL HOLES AND FASTEN THE BRACKETS WITH THE PROPER WALL FASTENERS REQUIRED TO OBTAIN A SOLID MOUNTING, USE THROUGH BOLTS ON SOFT BLOCK OR BRICK VERIFY THE MINIMUM HEADROOM REQUIREMENT DIMENSION X' IF INSUFFICIENT, LOWER THE BRACKETS UNTIL'Z' IS OBTAINED. IF THE BRACKET IS LOWERED BY MORE THAN 2' THIS WILL REDUCE THE OPENING HEIGHT. THE GUIDE HEIGHT SHOULD ALSO BE REDUCED ACCORDINGLY. NOTE • DOORS WITH HEAVY DUN GUIDES, ADD 1- TO Al AND • ALL WINDLOCK DOORS ADD V TO Al AND A2 DIMF� /��� • NOTE PROPER BRACKET LOCATION AND PROVIagueW CKIRE0 STEP #3 - A. INSTALL ROPE (IF EQUIPPED) AS 1. THREAD I/4'ROPE THROUGH I- "�l,^^OM ANGLE B. INSTALL THE 4:1 POCKET WHEEL REDUCTION GEAR CHAIN HOIST OF EQUIPPED) AS FOLLOWS: 1. INSTALL DRIVE SPROCKET (50) ON PREFERRED SIDE USING 3/8' X 1 1!2' HEX BOLT. (55) AND 318' LOCK WASHER (54). 2. REMOVE SPRING CLIP ON DRIVE SIDE AND DISCARD. SUDE 1' NYLON SPACER (53) ONTO DOOR AXLE. 3. SLIDE POCKET WHEEL ASSEMBLY(491 ONTO DOOR AXLE AND ALIGN SPROCKETS PARALLEL TO EACH OTHER. 4. CONNECT DRIVE CHAIN (52) AROUND BOTH SPROCKETS USING THE MASTER LINK PROVIDED. 5. AFTER DOOR TENSION HAS BEEN ADJUSTED (STEP 6). TIGHTEN SET SCREWS ON POCKET WHEEL ASSEMBLY. ASSEMBLY "--WHEEL EL RUM DRIVE OCKET DIAGRAM II (30) (500) SE SCREW r DOOR VE SHAFTCHAIN NYLONSPACER kV�JHIE�EL 431)32 (53) HAND CHAIN — (67) P ASSEMBLY (49) C. INSTALL THE 8:1 POCKET WHEEL REDUCTION GEAR CHAIN HOIST OF EQUIPPED) AS FOLLOWS 1. INSTALL DRIVE SPROCKET (59) ON PREFERRED SIDE USING 3/8' -16 X 1.1/2' HEX HEAD BOLTS (63), 3/8' LOCK WASHERS (62). 3B' FLAT WASHERS (64), & 3/8'-16 HEX NUTS (65) PROVIDED. 2. DO NOT REMOVE THE SPRING CLAMP (5) OR FLAT WASHER (29) THAT HOLDS DOOR IN POSITION ON DOORAXLE. 3. SLIDE POCKETWHEEL ASSEMBLY (58) ONTO DOOR AXLE AND ALIGN SPROCKETS PARALLEL TO EACH OTHER. 4. CONNECT DRIVE CHAIN (60) AROUND BOTH SPROCKETS USING THE MASTER UNKPROVIDED. S. AFTER DOORT04SION HAS BEEN ADJUSTED (STEP 6). TIGHTEN SET SCREWS ON POCKET WHEEL ASSEMBLY. DRIVE SPROCKET ASSEMBLY DRUM DRIVE /-WHEEL SPROCKET DIAGRAM 12 (59) (30) (69) SET—� SCREW rDOOR ®0SHAFT o&31a2 o DRIVECHAIN(60)HAND CHAIN(67) VNSTALL ELECTRIC OPERATOR KIT OF EQUIPPED) AS FOLLOWS. S INSTALL E.O.... SPROCKET (69) TO THE END DRUM OF DOOR OI PREFERRED SIDE USING 3/8' X 1 1/2' HEX BOLT Vl), * 3/8' NUTS (73) AND 3/8' LOCK WASHER QG). j' SLIDE FLAT ROUND WASHER DIAGRAM 13 0 • (29) AND SPRING CLAMP 40 A ASSEMBLY (5) ONTO DOOR 5 C \� AXEL AND SECURE SET E9 \\ SCREW WITH CLAMP AND 71 % WASHER AGAINST BEARING 69 OF THE END DRUM. STEP #4 - POSITION DOOR ASSEMBLY A PLACE THEAXLE CLAMP(11) ONTO DOOR SUPPORT BRACKET. UFT THE DOOR ASSEMBLY UP ONTO THE SUPPORT BRACKET. (SEE DIAGRAM 14). FNOTB POSITION THE DOOR AS CLOSE TO THE HEADER AS POSSIBLE ALLOW ROOM TO SPIN THE DOOR. DO NOT ALLOW THE DOOR CURTAIN TO SCRAPE THE HEADER. DO NOT USE FORKLIFTS OR GENIE LIFTS WITH UNPROTECTED ARMS/FORKS THIS CAN CAUSE IRREPARABLE DAMAGE TO DOOR CURTAIN. STATE STEP #5 - AXLE HARDWM. �� . -o-,wr A MANUAL PUSH-UPAROPE DRIVE: 74/�NAL N 1. PLAETHEAXLECLAMP(11) ONTO HORIZONIALMf ijIt THE SUPPORT BRACKET 1.32) AND UNDER THE DOOR 2 PLACE 3/8'U-BOLT(14) OVER DOOR AXLE AND THROUGH AXLE CLAMP. 3. FASTEN U-BOLT USING 3/8' NUT (17), 34T' FLAT WASHER (18) AND 3/8' LOCK WASHER (19) -TIGHTEN SECURELY. (B) VE 14 17 B. DRIVE SIDE FOR POCKET WHEEL REDUCTION DRIVE CHAIN HOIST AND E.0 KITS_- 1. PLACE THEAXLE CLAMP(11) ONTO THE SUPPORT BRACKET (31.32) AND UNDER THE DOOR AXLE. 2. PLACE AXLE CLAMP(11) AND STANDARD KEEPER PLATE (12) ON TOP OF THE DOOR AXLE AS SHOWN. 3. FASTEN AXLE CLAMPS AND STANDARD KEEPER PLATE TOGETHER USING 3B' X 312' HEX BOLTS (15). 3/8' LOCK WASHERS (19), 3/8- FLAT WASHERS (18), AND 3/B' NUTS (FINE THREAD) (16) -TIGHTEN SECURELY. REQUIRES A MINIMUM OF 40 LES.... TOROUE TO NOTE PROPERLY SECURE HARDWARE. C. NON -DRIVE SIDE FOR POCKET WHEEL REDUCTION DRIVE CHAIN HOIST AND EO KITS: 1. PLACE AXLE CLAMP(11) ONTO THE SUPPORT BRACKET (31.32) AND UNDER THE DOOR AXLE, 2. PLACE 2 AXLE CLAMPS (11) AND EXTENDED KEEPER PLATE (13) ON TOP OF THE DOOR AXLE AS SHOWN. 3. FASTEN AXLE CLAMPS USING 318' X 312' HEX BOLTS (15). 3/8' NUTS (FINE THREAD) (16), $Z' FLAT WASHERS (18), 30 LOCK WASHERS (19) TO ATTACH EXTENDED KEEPER PLATE ASSHOWN. TIGHTEN SECURELY. STEP #6 - PRE -TENSION SPRINGS A. INSTALL CHAIN CUP (66) APPROXIMATELY 4'0- ABOVE FLOOR ON CHAIN OPERATED DOORS. INSTALLATION MUST BE SECURE. B. APPLY PRE -TENSION TO THE SPRINGS BY ROTATING THE DOOR TWO (2) TURNS IN A FORWARD DIRECTION (SEE DIAGRAM 16). THE BOTTOM ANGLE IS TO BE IN A 6 O'CLOCK POSITION. OF REPEAT STEP C IF ADJUSTMENT IS NECESSARY. LESS TENSION y MORE TENSION STEP #7 - CUT THE BANDS THE DOOR IS NOW UNDER TENSION. BEFORE CUTTING THE BANDS, TAKE HOLD OF THE DOOR ROLL BY THE BOTTOM ANGLE. A. CUT THE BANDS AND BRING THE CURTAIN DOWN NO FURTHER THAN 114 THE HEIGHT OF THE DOOR OPENING. SECURE CHAIN OVER THE CHAIN RETAINER OR WEDGE A WOOD PROP BETWEEN THE BOTTOM ANGLE AND THE DOOR ROLL TO PREVENT UPWARD TRAVEL STEP #8 - INSTALL DOOR STOPS (LIFT CLIPS) AND SLIDE BOLT LOCKS A I NSTALL THE DOORSTOPS(20 AND THE SLIDE BOLT LOCKS 21 5/1116'NUT(25), AND 1/R4' SE�OCKING NUT(23) PER SIDE.1/4' FLAT �(24), B. ELECTRONICALLY OPERATED DOORS STILL REQUIRE DOOR STOPS (UFT CUPS) TO BE INSTALLED. THREAD AND BREAK OFF, IF NECESSARY. STEP #9 - INSTALL DOOR GUIDES A THE HEAD STOPS ON THE GUIDES SHOULD BE NO MORE THAN 1' HIGHER (TO BOTTOM OF STOPS) THAN THE DOOR HEADER. IF NOT, CUTTHE BOTTOM OF THE GUIDES TO MATCH YOUR OPENING HEIGHT AND RELOCATE SLIDE BOLT NOTCH AT BOTTOM OF GUIDE. B. MODELS 201, 201HD, 202, 202HD, 205: RAISE THE DOOR CURTAIN SO THE BOTTOM ANGLE IS APPROXIMATELY 3' BELOW THE HEADER. SLIDE THE GUIDE OVER THE DOOR CURTAIN AND POSITION AGAINST THE DOOR OPENING ALLOWING 3/8' CLEARANCE FROM EDGE OF CURTAIN TO INSIDE THE GUIDE. N. C. MODEL 203, 204: USE THE SAME PROCEDURE AS ABOVE ALLOWING 1/4' CLEARANCE BETWEEN CURTAIN AND THE WINDLOCK SPUR. BE SURE THERE IS SUFFICIENT CLEARANCE FOR THE WINDLOCK CLIPS TO ENTER THE GUIDES. D. FOR'WINDLOAD CERTIFIED DOORS' REFER TO SHOP DRAWING FOR FASTENER/ANCHOR TYPE AND FREQUENCY. E SPRAY SILICONE LUBRICANT IN GUIDES FOR EASE OF 8/Z OPERATION. DOORS ORDERED FOR CONCRETE/MASONRY APPLICATIONS NOTE WILL INCLUDE I/4'X1-3/4' TAPCONS(77) FOR GUIDE INSTALLATION BLOCK CLIPS WELDED TO BACK OF GUIDE FOR CONCRETE/MASONRY APPLICATION ARE OPTIONAL ON MODELS 201. 201 HD, 202, 202HD AND 205. BLOCK CLIPS ARE STANDARD ON OONCRETE/MASONRY APPLICATION ON ALL MODELS 203 AND 204. STEP #10 - CHECK AND ADJUST BALANCE IF DOOR LOWERS EASILY AND RAISES HARD, MORE TENSION IS REQUIRED. IF THE DOOR LOWERS HARD AND RAISES EASILY, LESS TENSION IS REQUIRED. (SEE DIAGRAM 17). CAUTION FOR ALL DOOR DRIVES: BEFORE ADJUSTING THE SPRINGS, PULL THE DOORS INTO THE UP POSITION. SECURE THE DOOR BY THE FOLLOWING METHODS: 1. TIE A ROPE AROUND THE DOOR ROLL 2. PLACE A CLAMP AT THE TOP OF THE GUIDE CHANNEL TO SECURE THE CURTAIN IN THE GUIDES. WHEN THE AXLE CLAMPS ARE LOOSENED, THE SPRINGS WMLLBE VERY STRONG YCU WILL NEED TWO PEOPLETO ADJUSTTHE DOOR TENSION SAFELY. 1. EACH PERSON SHOULD FIRMLY PLACE LARGE PIPE WRENCH ON THE AXLE (SEE DIAGRAM (17). LOOSEN THE AXLE CLAMPS AND PULL DOWN FOR MORE TENSION AND UP FOR LESS TENSION. FOR POCKET WHEEL REDUCTION DRIVE DOORS, REMEMBER TO LOOSEN SET SCREWS PRIOR TO ADJUSTMENT AND RETIGHTEN SECURELY AFTERADJUSTMENT 2. RETIGHTEN THE AXLE CLAMP HARDWARE. 3. REPEAT ABOVE STEPS IF FURTHER ADJUSTMENT IS NECESSARY. BEGIN AT STEP BB. STEP #11- TOP DRAFT STOP A. TOP DRAFT STOP COMES STANDARD WITH MODELS 202. 202HD AND 204 INSULATED DOORS. ALL OTHERS MODELS OPTIONAL B. PULL DOOR DOWN AND LOCK. GO OUTSIDE AND MARK LINE ON THE DOOR CURTAIN AS SHOWN (SEE DIAGRAM 20) C. RASE DOOR 2'6' FROM FLOOR, OR UNTIL MARK IS ACCESSIBLE PLACE TOP DRAFT STOP (43) IN POSITION AS SHOWN AND SECURE WITH TEK SCREWS. STRETCH RUBBER SLIGHTLY AND SECURE OTHER END. LOCATE AND INSTALL THE REMAINDER OF TEK SCREWS AT 12' O.C. DIAGRAM 21 RETAINER E141SERT BRUSH INTO RETAINER. LINE UP RETAINERS ALONG Eh SO THAT BRUSH SEAL FILLS THE DOOR CORRUGATION EN DOOR IS IN THE CLOSED POSITION. ATTACH RETAINER TO JAMB USING APPROPRIATE FASTENERS AT 6' FROM FLOOR AND HEADER AND 24' CENTERS MINIMUM. SERVICE AND MAINTENANCE HINTS THE FCLLOWNG HINTS WOULD HELP YOU TO OBTAIN FREE OPERATION. 1. DOOR CURTAIN DRAGS IN GUIDES. A CHECK THAT DOOR SUPPORT BRACKETS ARE PLUMB. B. ADJUST LOCATION OF GUIDES FOR 3/8' -1/4' SIDE CLEARANCE, TOP AND BOTTOM. C. DOOR DRUM ASSEMBLY MAY BE SET TOO CLOSE OR TOO FAR FROM WALL. NOTE SLOTTED BRACKETS FOR ADJUSTMENT. D. CHECK GUIDES FOR FOREIGN MATTER SUCH AS DIRT, ETC. E. CHECK FOR DAMAGED GUIDES. F. ADJUST LEAD-IN BEND AT TOP INSIDE OF GUIDES. 2. DOOR OPERATES HARD IN ONE DIRECTION A. CHECK ALL THE ABOVE POINTS. B. RE -CHECK STEP NO. (10) 3. CHAIN JUMPS OFF CHAIN GEAR A. CHAN GUIDE COULD BE BENT OUT OF ALIGNMENT WITH CHAIN WHEEL- B. CHECK FOR DEFECTS IN POCKET WHEEL OR CHAIN. C. ON ELECTRIC OPERATOR DOORS OR 'POCKET WHEEL' REDUCTION GEAR DOORS, CHECK FOR SPROCKET ALIGNMENT AND PROPER CHAIN TENSION. ALSO CHECK THAT SET SCREWS ON POCKET WHEEL ASSEMBLY ARE SECURELY FASTENED. 4. DOOR DOES NOT CONTACT FLOOR LEVEL A. USE SPIRIT LEVEL TO CHECK WHETHER DOOR OR FLOOR IS OFF LEVEL IF DOOR IS OUT OF LEVEL, PROCEED TO CHECK THE FOLLOWING POINTS: B. CHECK IF 'SUPPORT BRACKETS' AND GUIDES ARE LEVEL C. IF'A' AND'B' CHECK OUT, ROLL DOOR ALL THE WAY UP AND DOWN. SEE IF CURTAIN ROLLS UP STRAIGHT ONTO DRUMS. END OF DOOR SHOULD BE SQUARE IF CONE SHAPED, GO TO SEC. 5. S. DOOR DOES NOT ROLL UP STRAIGHT A. CHECK ALL POINTS IN SEC. 1. B. AN ALTERNATIVE SOLUTION TO CORRECTTHE CONING DOOR IS TO RASE THE CURTAIN UP TO THE STOPS AND DETERMINE WHICH SIDE OF THE BOTTOM ANGLE TOUCHES THE STOPS FIRST. C. SECURE HAND CHAIN, REMOVE GUIDES, LOWER CURTAIN DOWN TO FLOOR LEVEL. INSTALL A DRUM WEDGE ON SIDE OF THE DOOR FROM WHICH THE BOTTOM ANGLE TOUCHES FIRST. D. PROCEED TO STEP 9 TO REINSTALL THE DOOR GUIDES. E. IF PROBLEM PERSISTS, CONSULT FACTORY. Joseph H. Dixon, Jr. P.E. Product Design Consultant 407-671-0169 EVALUATION REPORT No.: Reference No.: 34009 Florida No. 7768 ER-14-0001 Product: Exterior Doors, Roll -Up Exterior Door Assemblies Sheet Door: Model 203 Manufacturer: ASTA Door Corporation 4255 McEver Industrial Drive, NW Acworth, GA 30101 Statement of Compliance: 3952 Lake Mira Ct. Orlando, FL 32817 March 1, 2014 The Rolling Sheet Doors described in this report were evaluated to be in compliance with the 2010 Florida Building Code. The doors are, for the purpose intended, at least equivalent to that required by the Code when manufactured and installed as described below. Description of the Product Sheet Doors - General The curtain on Model 203 is suspended from a light -duty coiling system about which the curtain is coiled as the curtain is raised. In the closed position, the sides of the curtain are constrained from lateral movement along their vertical edges by steel guides that are attached to the door jambs. This constraint provides resistance to lateral wind forces. The lateral wind forces are transferred from the curtain to the guides and then through the attachment elements to the doorjamb. Windlocks are attached to each side of the curtain. These windlocks engage the guides to help restrain the curtain under wind load. The doorjambs are part of the main wind frame resisting system and usually are constructed of steel, concrete, or concrete masonry units. The bottom bar consists of a cold formed galvanized steel J-shape plus an aluminum extrusion. Guides are made using a cold -formed shape with a separate cold -formed insert bar attached to the guide. This bar is designed to engage the windlocks when the door is under wind load. Attachment of the guides to steel jambs is made directly through the guide. Attachment to concrete jambs is made through steel brackets attached to the guide. The test door qualified the doorAkfiftchment to either steel or concrete jambs. ,```00% x p�O 10 ti �CENs4ti"*. v�'•� S. 77138 STATE OF : tr Page 1 of ~.;�ORIOV;- ARV N \ CAConsulting\ClientlASTA\34009 Eval Report ER-14-0001 Model 203 030114.doom �t/�/�i �'�i�sS/pNAL i?G 'Nil Joseph H. Mon, Jr. P.E. FL No. 7768 Evaluation Report: ER-14-0001 March 1, 2014 Sheet Doors — Model 203 The curtain is made of Galvanized (ASTM A653-G60) steel sheet finished with a baked epoxy primer and baked polyester top coat. The 26 gage sheet has a specified minimum yield strength of 80000 psi. The sheet is cold -formed into a corrugated shape. Style variations may include door width, height, and wind load rating, or any combination. Maximum door height is limited to 21'-0". Model 203 is described in detail on a drawing for the size door tested. Drawings: Model 203 is described in detail on the following ASTA Door Corp. drawing: Drawing No. 607-2-203, sheet 1 of 1, dated 02/21/14, sealed 03/01/14 Technical Documentation: Model 203 was tested at Certified Testing Laboratories, Orlando, Florida. 14'-0" wide x 7-0" high door was tested for static pressure as follows: ASTM E330-02, Test Method for Structural Performance of Exterior Windows, Curtain Walls and Doors by Uniform Static Air Pressure Difference. ANSI/DASMA 108-05, Standard Test Method for Testing Sectional Garage Doors and Rolling Doors: Determination of Structural Performance under Uniform Static Air Pressure Difference. The following test report, signed and sealed by Ramesh Patel, P.E. covers the tested door contained in this report: • Test Report No.: CTLA 3001 W, dated February 20, 2014, design wind load: +35 / -35 psf Calculations: A comparative analysis was made to determine the maximum pressure that could be applied for various width doors based on using the same guides and anchors used in the test door. The pressures shown in Table 1 are these maximum design load values. These design pressures will exert forces on the guides and anchors equal to or less than those calculated for the test door. The calculations dated 02/28/14 for door widths 8'-0" to 20'-0" were prepared by Joseph H Dixon, Jr. P.E. and sealed 03/01/14. ``�;;ltneltttrrr `% 9.1k H. D/kO 0 5 ,.....,, .��GENSF ;.v: No. 77M 'o STATE OF ; X ? IZ Page 2 of 4 VIr C:\Consulting\Cltent\ASTA\34009 Eval Report ER-14-0001 Model 203 030114.doem 3 A �� Joseph H. Dixon, Jr. P.E FL No. 7768 Evaluation Report: ER-14-0001 March 1, 2014 TABLE 1 Allowable Transverse Design Wind Loads (psf) Max. Door Width ft Max. Door Height (ft Model203 8 21 +/- 61.2 9 21 +/- 61.2 10 21 +/- 61.2 11 21 +/- 52.0 12 21 +/- 45.0 13 21 +/- 39.4 14 21.mx 15 21 +/- 31.4 16 21 +/- 28.3 17 21 +/- 25.7 18 21 +/- 23.5 19 21 +/-21.6 20 21 +/- 19.9 Design value used for the test is shown in the shaded box. Maximum test load was 150% of design load. All widths for the same model have the same guides and anchorage as the test door Design slip is " each side for all widths `%%%%J1111111//JJ' %% -04, DiXO� A ,........, � r `GENS ✓� ? No. 7768 STATE OF ; a / jU Page 3 of �A C:%Comulting\ClienAASTA\34o09 Eva[ Report ER-14-0001 Model 203 030114.doem . Joseph A Dixon, Jr. RE FL No. 7768 Evaluation Report: ER-14-0001 March 1, 2014 Installation Requirements: Installation requirements are described in the following ASTA Door Corporation Installation Instructions: • Models: 203 and 204 Sheet Doors, 4 pages, sealed 8/24/12 Limitations and Conditions of use: The use of the door is limited to buildings for which the design wind loads for wall components and cladding, determined in accordance with Section 1609 of the 2010 Florida Building Code, do not exceed the rated design wind loads of the door as shown in the above Table 1. The maximum width and height limitations are shown in Table 1. Door manufacturing is limited to those plants that have met the 2010 Florida Building Code Product Approval quality assurance requirements. Doors are to be assembled as shown on the appropriate drawing referenced above, and the doors are to be installed in accordance with the installation instructions referenced above. The doors covered by this report are not for use in the Florida High -Velocity Hurricane Zone. Certification of Independence: I, Joseph H. Dixon, Jr., certify that I am self-employed and operate as an independent contractor providing professional engineering services. I have no financial interest in nor will I acquire any financial interest in any company manufacturing or distributing products for which evaluation or validation reports have been issued by me. Likewise, I have no financial interest in nor will I acquire any financial interest in any other entity involved in the approval process of those products for which I have issued reports. Joseph H. Dixon, Jr. P.E. 611%11 It III,111 ` OC' • �`CENSF•�•v�9 N0.7768 -0 STATE OF � OR104'.•'��tvs* Page 4of4 C:\Consulting\Climt\ASTA\34009 Eval Report ER-14-0001 Model 203 030114.dmm ©plastpro 37svMAxovl�AtE 5200 W. CENTURY BLVD. I�«— FRAMEWIDTHcs5� �t LOS ANGELES, CA 90045 I Smooth / Wood Grain / White Wood Grain " 9 Y Rustic / Maho an v; Series N Fiberglass Door INSWING / OUTSWING a "IMPACT' GENERAL NOTES 1. This product has been evaluated and B In corrpllancewfth the 2010 Ronda BuSding Code (FBC) structural i �g requirements Including the'High Velocity Hurricane Zone" (HVHZ). O SCANNED 2 Product anchors shall be as Fisted and spaced as shown on details. Anchor embedment to base material BYV u Y shall be beyond well dressing a stucco. tit. HPcie CO 3. When used in the RNthis product compliesvifth section 1626 of the FondaFonunty da Building Code and does not bO o P1 require on impact resistant covering. 4. when used in areas outside ofthe 'HVHr requkig wind home debris protection this product comptiesvnTh a3 g Section 1609.1.2 of the 2010 FBC and does not require an Impact resident covering. This product meets miWe level'D-and Includes wind Zone 4 as defined in ASTM El996 and Section 1609.124 of Me FBC. 001 5. For 2x stud framing comhuclionn, anchoring of these units shall bethe same as that shown for 2xbuck masonry conshuction. 6. Site conditions that deviate from the details of this dravrind require furtherengineering analysis by a s licensed engineer or registered architect. - a 7. OWsvMg configurations meet water Infiltration requirements for'1NtiP. 8. 1fflhn Hans do not meet the waierinfiltrotion requirements forthe'HVFT. lnsw'ing units shaft be ion -habitable areas oral habitable locations protected byan overhang orconopy such thtween the edge of canopy or ovedxM to A is less than 45 degrees. iABIEOFCONOM U HEETI ID13CRIP170H ,� Typical elevation design possums, general notes Doorpaneldeta65 3 Honzantclxsousectians Ventral cross sections 5 BUCK one home encnonn -2x buck masonry consnVctlon Frameancho •1%bucKmmanryNmtmcllon BO of maleficu 6 components W "MAX.., DESIGN PRESSURE{PSF) SWING_` FRAME: POSPIVE-:NEGATIVE DIMENSION INSWING x +47.5 -47.5 82.00" 37.50' OUTSWING x +50.0 -50.0 80.50" FL-15180.11 I= 792SMA7L DOOR PANEL F18GNf N N O U V - 'e f7. �p RMNO Wtfa`UVANIS. a'G. I N PLRINC. avw P.o. ee. Rso 3a . � was u� zN FIBERGLASS DOOR vnw w.: eiasaa.ewY $ m y �1 PLAT OR ASSQARLY: Flmwo ewa w PMwYoiwl EngNe.n GNM1SY OI Lullwl�atbn No. 98f3 DATE BY DOOR PANEL DE7AR5 /'�C� G • 13.rL REVISIONS p. B C K IS �^ C-SINK ° �.) 20 21 7 8 40 INTERIOR °. U EXTERIOR m 27 ° E 1 HORIZONTAL CROSS SECTION �oulsNng shown inswing ako approved INTERIOR EXTERIOR �1 HORIZONTAL CROSS SECHON 3 Shown w/1X t b.ck INTERIOR EXTERIOR I-11I MIN. FMB. (T P.) .IS CSINK M) 2 a FL-151BO.1I _J_a_7 0.U-FrgemtRroktt foltlersVmj IM1-170%OF S60> RW MnwMAR-15MI1-M8011-304114 m p G m T $ z A ^ A A �+ O < • Ba � m a� nTT n� al AO _^ s V Z NT s OD O � V W 1 A A Z r G e y O ((��T +3 1-1/PMN. rA EMO. ITYP.I m • O A N A 0 �Sn C 3'N A m . • aN a g 29 n �r � O A �• n a y y a N IA ^ 1.1l4'MN. g EMB. re) +' h � � r,. PRCW4T- wcuments PnFaN unpNo consulTANRA axe u PIASRIRO INC. �a eo. sso vm.ke cl. sssas a p z p FlBFR - R PTon� Nc: etsssv.etw Ftenao eoda m v.or.oiod cqx... PARE OR ASSEMBLY:r� m no. nets N x In N NO GATE BY VERTICAL CROSS SECTIONS REVISIONS Iymon F. sam.im. P.e No. �swe 7-7-1 T P. HEAD 8.y JAMBS MASONRY OPENING 2XBUCK ]!2 JILIMANCHDRING MIKEJAMB MA OF FJUVIlEANCHOWNG MosoM2X buck construction CONCRETEANCHOR NOTES: 1. substitution of equal concrete anchors from a diffetentsuppPer may have different edge distance and centerdistancerequirament- 2. Concmfeanchorlocattors at the corners maybe o(fjusted to maintain the min. edge distance to mortarjoints. Concrete anchor locations noted osMAX. ON CENTWmwtbo adjusted to motntah the min. edge distance to mortaloLnts, addiflonalconc,ete anchors maybe requ4ed to ensure the MAIL ON CENTER"dmenston one not weeded. 3. Concrete anchor table: AlUACENTANCIfOR.., ....... .... 1TW 1/,r 1-1/4' ELCO 1/4' 1-114' 1. Ir LATCH A DEADHOLTDISrAll. IfINGEJAMB HINGEDIFFAM FL-15180.11 w -5L or 7 H 9 �5`I6A &JAMBS 11 lU��S VVV. - MASONRY• 'c OPENING [� NINGE DETAIL FRAME m r IXBUCK pK 200 & z 6O �¢ a R S G g6.27 N 51RIREJAMB FRAMEANCHORING HINGEJAMe IATCX&DEADBCWDETAIL g MawW IX buckwmhucMn CONCRETEANCHOR NOTES: 1. Substitution of equal concrete anchors from a different suppffermay have different edge dniance and center distance requkemenfs. e 2 Concrete anchorlocotions at the comers may be adjusted to malntoln the min. edge d6tance to mortorjolnts. Concrete anchorlocatfom $ noted csMAX. ON CENTER' must be adjusted to malnfoln the mfn. edge dstonce to modorjofnts, addtlonal concrete S ^ anchors may be requhed to ensure the MAX. ON CENTER'dunension are not exceeded. 3. Concrete anchor fade: I w ^ ANO 'CNtlk ANCHOk ;:'MIN. - ININ CiEARANETtl MIN.C[EARANCE a o ° s TYPE S1SE E�r19�QMEM :i11AStlNRXEDGE AAJRCENfRNCHQR? z 8 aFozzllz ITW 1/4" 1.1/4" 2.1/2° vm e+: JK m' ELCO 1/4" 1.1/4" 1" A" ax ee LFS i ITW 3/16" 1-1/P 2•5/8' 2.1/4° muwwo ww rt "- g FL-15180.11 ° BILL OF MATERIALS BBB# DESCOMON muvm A 1XBUCKSG>-0.55 WOOD B 2XBUCKSG>-0.55 WOOD C T/4' MAX. SHIM SPACE - D I/4"X2a/4' ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRLlE G 3116"X 3-1/4'PFH ITW CONCRETE SCREW STEEL H 1/4'x3.1/4"PFH ELCOOR ITW CONCRETE SCREW STEEL I 1/4'X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL J INX33/4'PFH ELCO OR ITW CONCRETE SCREW STEEL K #9X2-I/TPFHWOODSCREW STEEL L #8X2-I/TPFHWOODSCREW STEEL M #BXTPFHWOODSCREW STEEL 7 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM 8 COMPRESSION WEATHER STRIP OLON 650 BY SCHLEGEL FOAM 9 4"X 4" BUTT HINGE STEEL 10 #9 X 1" PFH WOOD SCREW STEEL 11 99 X 3/4' PFH WOOD SCREW STEEL 20 FINGER JOINTED PINE FRAME, HEAD 6 HINGE JAMBS WOOD 21 POLY FIBER JAMB COMP. / WNYL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE STEEL 29 OUTSWING THRESHOLD BY UP AWM.IWOOD 30 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL 31 OUISWING BUMP THRESHOLD ALUM. 32 VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. PVC 33 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD 34 INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS F- 4.W n I h z3n•----r---2.r 20 HEAD 6 SIDE Iamb -- `1rim- .. \\ ADJUSTABLEINIIINIAIG TNRN ID L�4s6'� I —244'2131—� 2 OURW/NG THRESHOLD 8YOU' if L D IDD Pary4Dmpmb 19z 00 U 9� FL-1520.11 1N SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT) MAX SASH WIDTH : DESIGN PRESSURE RATING s67.5 Ttm O6 SC8vNED TATENTS SF. LUC(e Cnllnh, m MAX UNIT WIDTH 31 CUSSSSD DLO T/ I / / [ T I I X SH X y IGHT I I G GLASS DLO 31 U16• MAX SASH WIDTH DESIGN PRESSURE RATING +67.51-75.0 PVC 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: "OX'. 4. DESIGN PRESSURE RATING: -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. 5. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 7.8 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE, THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: NCTL-210-3668-1, AA -2, -2A, NCTL-210-3669-1, 4A -2, -2A 9. SERIES/MODEL DESIGNATION SH-8100. 10. lx 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 11. THE DESIGNATION XAND O STAND FOR THE FOLLOWING: X= OPERABLE SASH, O = FIXED SASH OLD 12. SECTION CALLOUTS APPLYTO ALL ELEVATIONS INA SIMILAR LOCATION. 3. '��z PlIMMUMYASDCOWDEETFL 11/28/11 TIEINFORMATIONWNTANED IN THIS DMWNO IS THESOLE MOPERTT OF CUSTOM `MNDUW SYSTW S NC.ANY REPROW CTON IN PART OR AS A NMOLE'MTHONT THE MITTEN PEW.IISSION OF CUSTON WN WN SYSTEMS. NO. IS PROHIBRED, ON WINDOWS OVER 37"X62' LUCAS A TURNER, FL P.E., 68201 No 56201 STATE OF PER 2010 FBC PER NEW FBC REQUIREMENTS 34474 r`.•,"'.. 8100 r"-, anc r"08/102008 1 1 OF8 6' 15. OC INSTALLATION ANCHORS, INSTALAATIONANCHORS, SEE NOTE 2 MAX(ttP) MAX (ttP) SEE NOTEZ 4' MAX. (ttP) B• MAX. OC (ttP) MIDSPAN S' MAX aC 6" A (8; MA%(ttP) __ 6' 4'MAX Ir)PI 4' MAXAX(TYP) I 1 I 1 __ __ I MAX(TYP) 4' MAX. (ttP) 14' O.C. T MAX (TYP) (TYP 1 1 I S° OC I I _ _ 1013/16' t / I �Pb— MA%O.C. I I J— B L I I I O I MA% $ 9_ 4 � UNIT 1 / I I HE UNIT 4' I I HEIGHT T X I I I X I t V I INSTALLATION ANCHORS, SEE NOTE 6 3S' � INSTALLATION MAX UNIT WIDTH MAX UNIT WDTH ANCHORS, SEE NOTE 6 INSTALLATION ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN) ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN) ANCHORS, SEE NOTE4 THRU FRAME MASONRY) THRU FRAMEMOOD) THRU FRAME (MASONRY) THRU FRAME DOD) MAXUNIT SRE:511/0 x 76 MAXUNIT SIZE:51141 x 76 MAX UNf SIZE: 36 x63 MAX UNIT SRE: 30 x 02 (W/SWEEP LOCKS) (V/SWEEP LOCKS) OP ♦07.EI-75.0 DP+W.51-]5.0 NOTES: DP • 67.5 DP+675 1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REODAT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACKTO BE IM. USESHIMS WHERE SPACE GREATER THAN IM6'IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTICOR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. W6• DIA. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TOACHIEVE A MIN, EMBEDMENT OF 11/4' INTO MASONRY THRU FRAME OR THRU i BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2' SHALL BE ACHIEVED IN ANY DIRECTION. 5. 410 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVEA MIN, EMBEDMENT OF 1 M' INTO 2 BY WOOD SUCK A MINIMUM EDGE DISTANCE OF 7/8' SHALL BE ACHIEVED IN ANY DIRECTION. S. M WOOD SCREW ANCHORS MUST BE OF SUFFICENT LENGTH TOACHIEVE A MIN. EMBEDMENT OF 11/7 INTO BY WOOD BUCKFIN INSTALLATION. A MINIMUM EDGE DISTANCE OF IMP SHALL BE ACHIEVED IN ANY DIRECTION. B UPDATED PER 2010 F13C 11/082011 TEF 7. ALL INSTALLATIONANCHORS MUST BE MADE OF OR CMTEDWITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN LUCASA, TURNER, FL P.E., 55201 A UPDATED PER NEW F13C REQUIREMENTS 07/072008 CONTACTWTHPRESSURETREATEDWOODMUSTBEPROTEWEDTOPREVENTREA DNS. DREtV SHALL NOT BIEU USED N SUBSTRATESIWITHHSSTREENGTHB LESS THAN THE MINMUM STRENGTH6 SPECIFIED BELOW, �SGPg y`'�...... ;7Ati �� ORS S. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: �'j {(`. A. WOOD - MINIMUM SPECIFICGRAVITY OF G0.55(SOUTHERN PINE OR GREATER) �.i. No 58201 '.'A 1900SW44THAVE B.CONCRETE- MINIMUM COMPRESSIVE STRENGTH OF3,200 PSI. U1, FLORIDA 34474 C.MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1(OR GREATER). y� '4 TLE: 9 ; ¢� ANCHOR SCHEDULE B NOTES -LARGE MISSILE IMPACT 10. SEALING AND FLASHING STRATEGI ES FOR OVERALL WATER RESISTANCE CF INSTALLATION SHALL BE GONE BY OTHERS IN ACCORDANCE WITH THE "A1 STATE OF :4V ATE; CURRENTVERSIONOFTHEFOLWWINGREFERENC MCUMENTS �0�.•p Pf•��S 6100 qDE O6/102008 PRDPwEr4RraxocomDSIML 11/28/11 .,Gp O: FMA/AAMA ICO(FN WINaWS], FMA/AAMA-NO(FLANGE WINWKS), TIEINMO TIWWNTMEDINTHI OMWNGMS ESOMPROPERIYOFMMM �I�Q MODEL GALE: GNTS. O.: FMANVOMA 2W(BOX WNDOWSA FNWAAMAMMA3W(FMERIOR DOORS). M�pE�w.tl�ssSONOFACLtRMOSTM M C1 SIN PART ORAS PROHIBITED. AAIA7/,�O�Jq PVC SINGLE HUNG REV. LERER:B HEET: 2O 81fi5 AX (TYP) I / I I � 1 MAX.00 O I / I I � I I / I I � I I � / I I B EXTERIOR FIXED LITE OVERALL INSUMTED GLASS ANNEALED 'AIRSPACE LAMINATEDGILSS ANNEALED ' PVBINTERLAYER BY DUPONT ANNEALED 10 ORSIKAFLEX552 GLASS TYPE A . FULL SIZE I° OVERALLINSUTATEDGLASS P ANNEALED IS' AIRSPACE IS LANMATEDGLASS I- ANNEALED 3P PVB INTERLAYER BY OUP%R I• ANNEALED URASEAL BY TRLSEAL PURFECT GLAZE -ITOR SI KAFLFX 552 EXTERIOR 1? 7 OVERALL INSULATED GLASS T TEMPERED NS' AIRSPACE NR LAMINATEDGIASS T ANNEALED ST PVBINTERLAYER BY DUPONT W ANNEALED RASEAL BY TRUSEAL PURFECT GLAZE W OR SIKAFLEX 552 10 GLASS BITE SASH LITE SASH LITE FIXED LITE PROPRETARYA10CD61DERTRL 1128/11 WE INFORMATION CONTNNEO W THIS CRANING WE SOLE PROPERTY OF GISTOM 4NNMWSYST6IS, WGANY REPROPIGTION IN PART ORASAW OLEIIVWOUTWE MVE! PERAIMON ING, 0 PRI>MITED. GLASS TYPE B FULL SIZE LUCASA TURNER, FL P.E., SB2O1 I° OVERALL INSULATED GLASS I - TEMPERED IS AIRSPACE IS' LAMINATEDG1.45S V ANNEALED IP PVBINTERLAYER BY DUPONT r ANNEALED JRASEAL BY TRUSEAL PURFECT GLAZE'H' OR SIKAFLEX552 or 39 3 3 21 18 11 21 10 15 ' 41 41 p 1 EXTERIOR p 28 38 48 20 SECTION VIEW B•B 12 18 21 12 20 4 EXTERIOR 18 38 30 12 29 31 7 12 8 - 5 8 13 38 -• 14 8 18 I 15 32 48 25 0 16 19 40 0 2 41 12 8 38 13 9 14 SECTION VIEW C-C 1 15 ALTERNATE FIN DETAIL 25 O 8 UPDATED PER 2010 FBC 11110802011 TEF LUC/SA TURNER FL P.E., 56101 A JUPDATED PER NEW FBC REQUIREMENTS 07/07/2 40 18 p PNORE1y �T�01ra 2 NOTE: ,�•Y5 P•rV1OEN3F•.Ry11`�� 41 ITEMS 22,27,28,33-37, 4345 ARE NOT ITHISWNDOW. *JO ORS SHOWN. ITEM 31 IS NOT USED IN N. 58201 ;-A S 1900 SW 44TH AVE *� FLORIDA 34474 SECTION VIEW A -A Yam/ **?OCALA, :y, �¢j irIE SECTION VIEWS 531/6'x 76% LARGE MISSILE IMPACT f�i- '9; STATE OF .411 O •. •�. 8100 O6/102008 PROPNElARY NDC0610ELiAL 1]/]8/(] p Imo•• Oe.`•\2 �, �iF$• aRl Q ;TE; DE DDEL: CA: G W. IHEMWIAWTWN WIIIANED W IHlE D0.4WWD L4IHESOLE FIIDFERTY OF Q1510tl TME •����S�ONAUEN���, PVC SINGLE HUNG vmmEN PEmn�svoNry oFaLsrm v�immiussms, wc�. is �BnE EV.IETT�EA:B FED: 40F8155 �ASiNPPJ7F3Ti7.C_- TERIOR ITERIOR VIEW B-B TYPICAL HORIZONTAL SECTION NOTE: LEFT SIDE MIMS FLCEO NTE OUTAMY, RIORSIDESHOWSSA CUT WNY R SECTION VIEW C-C 11Poe0001 TEF 6TED 0 C REQUIREMENTS 72B UDA LUCASATURNER, FL PE., 5Y11 A UPDATEDPER0W NOTE: H �' �PVpg.��GENSF:�. IL j HMIS ORS ITEMS 22,27,26,3337,43-06 ARE NOT p� f Na 56201 '�-A% 1900SW44THAVE SHOWN. ITEM 31 IS NOT USED IN THIS WINDOW. LA, FLORIDA 34474 ,. _, *� *1*� X� TITLE: SECTION VIEWS 36" x 62" -LARGE MISSILE IMPA 90% STATE OF :W4O 6100 AT 06! PIRNIMETARYAIOISDIRDEITAL 1U28/11 IL Rt 'A.<THEINRD�TMNOONTNNEDJNn, O R O. P`' �=F, O E : SCALE: ADE waml Rrnlssiowxo aiw*wrvsysPr a�assp % pHFrouTsiHcii �•4SS NTS /ONA%EV 0 PVCSINGLE HUNG EV. LETTEA:B EET: 61 of I NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-T6 2 PVC FRAME FLANGEH l 1 n6 1 5/8° PVCSASH SIDE RA1L.60D4 .. /18" 1 PVC SCREEN CATCH -6013 4 Vie 1 ALUM. REINF. S.B.R.S.S.R.-1498 3 PVC FRAME FIN6048 11516" 16/8" I4408111 �� 6 PVC SASH STM. RAIL4028 I� }58° I L ALUM. REINF, TOP RAIL-1497 23n6' vi6• 15/g• 6 PVC SASH TOP RNL W27 PVC SCREEN SUPPORT- W14 4 2 t/B" 1 1/2' ALUM. FIXED FAIL -1836 r- 1/4• 7M, 1 wa• e L ,5/18" 1/18• _ PVC GLAZING BEAD-SoW L ALUM. REINF. BIN RAIL-1699 045° LUCAS A. TURNER. FL \\\'\1 `U111111/III 15/18" 5 `•G E ASE ��Sn6• No 58201 7 t: A, PVC FIXED RAIL COVER-6D63 yy :-p: ' T� ^9't STATE OF PRDP UA`YMDPoaNDWlML 1V28/11 ''6cF''a(Ofl1pP _ NOAWHOUEEOHOWPROPERTY OF �E YREPRODUCuvsv PAR ,,14isitNA1�`� WNDOINPEPME65 S, wc�A.Si B A 2010 FBC FIXED MEETING RAIL SCREWED TOGETHERIMTH OUTERFRAME 1 5'18" 1/16° TL SASHSTOP-6025 SCREIN�SUPPORT31133 I I1/D82011 Y""` 8100 i"--" —anc i- 06/102008 1 60F8 INTERIOR FINISH INTERIOR FlMSH BY OTHERS BY OTHERS 11/4' MIN EMBEDMENT [D SEALANT BETWEEN BUCK AND OPENING BY OTHERS OONCRETElMASONRY ) ) �% 7Y1'•, BY OTHERS r+ •r+, • • , • V4' MAX SHIM �IBI 212'MIN. EDGE DIST. IC1 }—� •+. INSTALLATION ANCHOR. 3/18'DIA. MASONRYSCREWWTHWASHER 1'�N THRU SCREW SUPPORT CONCRUIDMASONRY �• �. �.\ , BYOTHERS �.�•�. �. • 1114° MIN.EMBEDMENT • >� • p• 1• !;V 10] • EXTERIOR FINISH I 1 BY WOOD 1 BUCK , BYOTHERS BY OTHERS. 21? MIN.EWE DIST' �j' JAI •♦•• 1� ♦•♦ •♦ ,•,. BY INSTTERSEAIANT BY INSTALLER SEALANT BEHIND 1/P MAX. SHIM IB1 BY OTHERS J. jijSEEAL FLAN FIANCE BY INSTALLER (A) EXTERIOR FINISH PERIMETERSEALANT BY OTHERS BY INSTALLER INSTALLATION ANCHOR, 3HS' DIA HORIZONTAL SECTION MASONRY SCREW WITH WASHER FRAME (MASONRY) THRU SCREW SUPPORT [D] EXTERIOR 1 EXTERIOR FLANGE BYBEHIND INSTAL Jljl r, FLANGE BY INSTALLER 1310' MIN EMBEDMENT IDI IWERIORFlNRSH BY OTHERS i{(Ii i 1/4'M1NX. SHIM{ '�1A+t•• IBI . :.:. ]IB° MIN. EDGE GIST. • ID1 e•i' ♦ INSTAUATIONANCHOR, _ �•�. P101NOODANCHORWITH WASHER THRU SCREW ' • • SUPPORT ID] EXTERIOR �•• ev oTHeOORS BUCK EXTERIOR FINISH HORIZONTALSECTION BY OTHERS CAL FRAME(W000) —INSTALLATION ANCHOR, 31W DIA MASONRYSCREWWINEOPRENE BACKED WASHER THRU SCREW SUPPORT IQ SEALANTUNDERSCREW BACKEDWASHERTHRUSCREW HEAD BY INSTALLER SUPPORT D • ' . ICI EXTERIOR FINISH D BY OTHERS P D' ` D • D� e ` • ` D R SEALANT BEHIND ACTIVATEDONLV • . C • p : H • �R .• . �• �R �• •P 1/4. MAX SHIM IBI FLANGE BYINSTALLER BOTTOM D:D y,•I'D.i P•C. D'C S P p I �. `• ♦� �• �. �•e• 11/4' MIN. EMBEDMENT PERIMETERSFALANT •Pi �P i P ��p �PE p • e ` ICI BY INSTALLER 1/4' MAX SHIM 21/ MIN. EDGE DIST. IN (C] p EXTERIORFINISH SILLSTOOL CLMlCRETFJMASOtBY' /O\ALTERNATEPRECAST BY OTHERS SILL DETAIL BY OTHERS .... BY OTHEits FRAME(MASONRY) B UPDATED PER 2010 FBC ' •��� _ LUCASATURNER,Fl-RE,58201 A IIPDATFDPERNBWFBDREOL •�, : !'•�. •SUPPORTTO MAKE 4•►•�• i� �•� �� •�.�= REFERENCE NOTES: �� SILL LEVEL BY OTHERS ::.•• �• •• �. IAI SEE NOTE 10, SHTi SEE NOTE 284,, HT2 .• =::�•.• i : • • �. ♦• . IB] • �: • • �: .: • 11/4• MIN. EMBEDMENT IC] SEE NOTE 4, BHT ICI 10]SEE NOTE 6, SHT2 CONCRETERdASONRY BYOTHERS 2IZ MIN. EDGE DIST. ��% STRUCTURAL GROUT BY OTHERS %A\ VERTICALSECTION GROUTB OTHERS FRAME (MASONRY) ICI ' THE WWRMATpNC WNf1IWSYSTDJ$ NQANY WRITTEN PEW.IISSON OF PRWRETARYAPDWRRDE•TRL 11/28/11 ARIITI IN THIS DRAW4NG 0 THE WE PROPERTY OF MUM REPROMCTION IN PART M M AY IE WTHWT THE CUSTOM WNDOW SYSTEMS, W.0 PROHIBITED. 11l MIN. EMBEDMENT --r—rIEI SEALANT. BEHIND FIN BY INSTALLER r'd4 I2A'YWOOD SU:KBYOTHERS 0. WNDDW WRAP BY INSTALLER (E�N VERTICAL SECTION FlN® (W000) i7 1/4' MIN EDGE DIST. [El MAX SHIM HORIZONTAL SECTION LEIWOOD) ' REFERENCE NOTES 1/4' MAIL SHIM IBl [A] SEE NOTE 10. BHT ' IBI SEE NOTE M, SHT 2 , I.SEENOTE 5,SHT2 1/ EN1M4�. DGE DIST. (E) [EI SEE NOTE 5, ENT 2 1 - LOCASA TURNER FL P.E., SBZLH —2BYWO0DBUCK •1111nurrr IBY OTHERS .. P`�NDREW rr4_ W WOODSCREW WITH WASHER E.7.No 58201 (El : *; yy MIN EMBEDMENT O`er ^9T. STATE OF INIMMEYARYMIDWIROENMIL I1l26/I1 ��T� o RTOP TIEINfORNATIONCLNYANEOPIIHLS ORAYNlOIS1HESOIE RIOFERIYOF Q15fON S YWiRmei vEwe�s9wo cusrA� a.LLv�iwo�vnissFiEeA�is�eRicAsys FaauelYEvnmwrYHE rgF3;ONALC, PER 2010 FBC 11AW011 PER NEWFEQ REQUIREMENTS 07/072008 _LATION DETAIL FIN - LARGE MISSILE IMPACT 8100 'ADE ATE:O6/102008 C SINGLE HUNG Al: NTS °:CW9155 RMUUER:B 'HEET: BOFS 40' MAXSINGLE DOORWIDTH 37518' PANEL WIDTH 26 SW GLASS DLO 81/2' 9T MAX UNIT 2p• HEIGHT _ 953/16' X I PANEL B B D HEIGHT $43/16" SEE GLASS N0TE4 DL A SINGLE DOOR NOTE: HINGE SPACINGS ARE 810 FROM ENDS AND A MAX OF 2W ON CENTER FOR 81' TO 9T UNIT HEIGHT. 6y Tm87 L^ DESI SSURE RATING ±70 TABL - MTENTS GENERAL N LEVATI0NS..... 1-3 ANCHOR D 7ES.................4 GLAZING DET ...: . ........................5 SECTION VIE �.. BOM................... -�. ...........I..............9 68 EXTRUSIOI75 E+-..w ...... INSTALLATION D ...................11-14 10 336 7T MAX FRENCH DOOR WIDTH 37 5/B' PANEL WIDTH 26 5/8' GLASS DLO C 97' N UNIT - HEIG X I v ^ 95 3116' E D HEIGHT FWBH BOLT I ON INACTIVE SEE NOTE 4 PANEL I 843/i6'U GSS DL C FRENCH DOOR SIDELITE 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING DETAIL: (SEE SHEET 5) 3. APPROVED CONFIGURATIONS: SINGLE OUTSWING, SINGLE OUTSW ING W/ SIDEUTE(S), FRENCH DOOR(S), FRENCH DOOR(S) W/SIDELTTE(S), SIDEUTE NON ATTACHED 4. LOCK OPTIONS: -UPTO67: AX A.DOUBLE BORE W/ (2) INTERIOR FLUSH SOLTS(HANDLE SET 936-) IT BMORTISE LOCK W/ (2) INTERIOR FLUSH BOLTS(HANDLE SETS 34-) CMULTIP0INT(4PT)(HANDLE SET 0341. 'ABOVE 6'B': AMULMPOINT(SPT)(HANDLE SET @ 34). 5. DESIGN PRESSURES: MAX UNIT WIDTH GLASS DLO IROPRETMYAIDOONNOENIILL WENDOW 9Y9TEMi, NR BC. N NEDPROMM N PARTO �0.IRASRWHOIEWRHOIR WE WMIENPEW463WNOF TONWWOOWsnTBds,NGBPRWBRm. - -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. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEER 11-14 FOR INSTALLATION DETAIL 7. PRODUCTS APPROVED FOR IMPACT RESISTANCE. S. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS ARE PROCESSED AND TIERODDED TOGETHER. 9. REFERENCE TEST REPORTS: NCTL-210-3761-1,1A, 1B. IC, 2, 2A 10. SERIES MODEL DESIGNATION: SO.8700, FD-8750, SLT-8710 11. WOOD BUCK OR STUD FRAMING TO BE DESIGN E0AND ANCHORED TO PROPERLY TRANSFER ALL LOADSTO STRUCTURE, BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 12. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 13. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE THROWN DURING SEVERE WEATHER. 14. QUALIFIED ALTERNATIVE LOCKSET / DEADBOLT HARDWARE IS GRADE 2 BY PAMEX AND DELANY. 15. MAX PANEL WIDTHS APPLY TO ANY CONFIGURATION OF MULLED OR NON MULLED UNITS. 16. THE DESIGNATION 7C AND'O' STAND FOR THE FOLLOWING: %=OPERABLE DOOR, 0. FIXED PANEL 97 w UN HE 151 3/8' MAX UNIT WIDTH 363/16" MAX 79' MAX SIDELITE WIDTH FRENCH DOOR WIDTH 33 W 37 5/8' MAX PANELWIDTH PANEL WID7 MAX X T CHIT 94 O X x 95 31 SI SIDELITE ECI PAN] HEIGHT PLUSH HEIC BOLT 83 SW ON 843116• SIDELITE INACTIVE DOOR PAN GLASS SEE PANEL GLASS DL DLO NOTE 4 j SHT 1 22 SW 26 SW 363/16' MAX - SIDELITE WIDTH 33 518' PANEL WIDTH m 83 22 5B' GLASSDLO FRENCH DOOR W/ SIDELITES 763116' MAX UNIT 40' MAX SINGLE DOOR WIDTH 37 5/8' DOOR WIDTH EI 8' 'L HT HEAD 94 S H 115 3/16' MAX UNIT W IDTH 16all 6• MAX 79' MAX ;IDELITE WIDTH FRENCH DOOR WIDTH 33 5/8' 37 5/8• PANEL WIDTH DOOR WIDTH gr H D UNIT 14 12 HEIG X 3ELITE X PANEL EIGHT FLUSH HEIGHT 83 5/8' ONLT SIDELITE INAO 843/16' GLASS SEE PANEL DOOR PANE DLO NOTE 4 GLASS DLO 5 HT, j I 225/8' C tl4 ' LL FRAMES ARE DOOR PANEL GLASS DLO ECHANICALLY FASTENED A ;vu 26 S D FED W MISBTAMa#AB1ML GLASS DLO TM ww� M a. M aux�sEaPso�ouc�nON W PARTMASANNG a wOF w ME .E DOOR wBBTEN �waasm8ao.a*aewwarw syslens, wc.rs FeweNrm. SILL 14 ULAtP5 OLU -,1 1J SIDELITE W/ FRENCH DOOR LAX iT DESIGN PRESSURE RATING ±70 S Y 40' MAX SINGLE DOOR WIDTH 37" PANEL WIDTH 26 SW LASS DL 7-- r 8 112• 81' MAX UNIT —FLUSH 21 S/16' HEIGHT BOLT 79 D< 79311V X PF DOOR HE 79' MAX FRENCH DOOR WIDTH 37 51W PANELWIDTH 28 5/8' 28 5/8' USS DL GUSS OIL 81 MI FLUSH UP 3/16' BOLT HE OR NEL IGHT x x 68 3/16' DOOR P L SEE GUSSD C NOTE 4, SHT 1 SINGLE DOOR } FRENCH DOOR - NOTE: HINGE SPACINGS ARE 81/2' FROM ENDS AND A MAX OF 21 5/16.ON CENTER FOR UPTO 81• UNIT HEIGHT. x IT IGHT . 151318' MAX UNIT WIDTH 7W MAX FRENCH DOOR WIDTH 363/16• MAX SIDEUTE WIDTH 37 SW 33518ANELWIDTH PANEL WIDTH i `{ 1 IAAX 1NIT FLUSH 1EIGHT BOLT 793/ DOO 78 5/8• PANT SIDED O x X, O HEIG HEIGHT 68 3/16' 675/8' 1 DOOR PANE SIDELI SEE GLASS DLO GLASS NOTE 4, DLO / BHT 1 .LJ 22 6�8' 26 SW r �cT• DESIGN PRESSURE RATING ±70 GLASS DLO FRENCH DOOR W/SIDELITES e' i L AT 163116' MAX DOOR WIDTH SIDELITE 1123/8' MAX UNIT WIDTH 36311V MAX 40. 1 SIDEUTE WIDTH 375/8' SINGLE DOOR 335/8' PANELWIDTH PANEL WIDTH AA)C JNI7 FLUSH iEIGHT BOLT 78 5/8' SIDELITE O X RLDOORPANEL HEIGHT 87 5/8' SEENOTE 4, DL % 1 1 BHT 226V 2661T COO PR W (IETMY AIm ONFIOEMIAL THE NF TMC TMWNIWSOP mw 6THE EIXEPflOpE OFWSTON MN SYSTEMS, M AW flE➢flOCU M N PMT ORASA WHOLE WIP10U! THE WWR PMWMW0. TON WINp SYSTEMS, LNG IS RIwI . GLASS DLO GLASS DLO SIDELITE-DOOR-SI DELITE IAX WIDTH I5: i HT MIDSPAN 4' 6' MAX 4' 6' MAX--I, AX IFF 4 17' MAX O.C.+(TYP) I I SIDELITE DOOR SIDELITE EXTRAANCHORS SEE NOTE #2 REQUIRED IN WOOD INSTALLATIONS. 6' MAX 6' MAXI 1T MAX O.CI(TYP) SEE NOTE #2-`, 8' 2' `4. FMIDSPAN 6' NW 1 i SIDELITE DOOR DOOR SIDELTE I 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2 SHIM AS REO'D AT EACH SET OFI IINSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE I/4'. USE SHIMS WHERE SPACE GREATER THAN I/16'IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4. 1/4', DIA. ITW TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MN. EMBEDMENT OF 1 1/4- INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112' SHALL BE ACHIEVED. S. #12 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3W INTO BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 1' SHALL BE ACHIEVED. 6. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS MUST BE PROTECTED TO PREVENT REACTIONS. 7. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. B. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE- MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. y C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). fi 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE PLAPl FR'OPRETARYAIDOOfF10FHRAL ME WFOgM4TltRl CQIINNEO W 1HB OR9WMO 19THE �LEPROPEAT/OFQISTON WND SYSTp.15. WCA RF OIMM NPMT ONA AW IS WNIgUI THE IS nW WM OF=TWWINO SVS M.W.RIPMWW. 1900 SW 44TH AVE. OCA LA, FLORIDA 34474 rNCHOR SCHEDULE &NOTES -NON IMPACT B70M760 F "�v' AGE OATS: 9/8/2011 — r. 4 OF 14 REOLIFED GLASS TYPE WIDTH 1. OVERALL 1. OVERALL 3/16' TEMPERED &16' TEMPERED ' 5/16' AIRSPACE 3/8• AIRSPACE 10 LAMI 7/16• LAMI 3/16' ANNEALED GLASS 3/16• ANNEALED GLASS .105 DUPONT PVB .090 SENTRY GLAS IONOPLAST 3116' ANNEALED GLASS 3/16• ANNEALED GLASS 11 SIKA-SIKAFLEX 552 or 11 SIKA-SIKAFLEX 552" ' HENKEL- PURFECT GLAZE'H• HENKEL-PURFECT GLAZE'H• 3/4• GLASS BITE 314' GLASS BITE ' 3 3 10 7 1 1 LUCAS A TURNER, FL P.E. SBE01 ,�paLOI�WTgq ' C'.LC4raM�-- ��•:VTGENSF•.�% "~ WINDOW SVSiEMS y �.Ji�• No 5B201 :;A?: 1800 SW 44TH AVE. ` ooE: 474 FULL SIZE FULL SIZE LI �vt i :Q,: ERE: GLAZING -IMPACT AC GLAZIDA ING-IMPACT GLASSTYPEA GLASS TYPE EKES: 8700-8750 RAWN BY: ADE GATE: 8/8/2011 EHIS 'i�Fs'�Ofll..: ��,� MEL: O.NO.: S641 CWOF THE NFOPNATItl10pRNNmON IXWWIN06�THE SOLEPPOPEAIYOFPISTON WWWMW R6TEN 6 oIXRTgN6W�X00WSSY5TBbORMA�UKKI0IW TME �I,Irj'�NA; PVC SWING DOOR V.LEfTER1:1 EEi, 14 HBGHr MAxs®altE Nux swGLE MAx PRBJCH jai -MAX nPEa nr�a nPEA 9T MAX TYPES nFEB nPEB SECTION VIEW A -A ALTERNATEI MORTISE LOCKw/ FLUSH BOLT Z� ITEMS NOT SHOWN FOR CLARITY: VV11 10.12,13,15-17,22,43,48,54,57,58 ITEMS NOT USED IN VERSION SHOWN: 2,3,8,9,15,16,25-28,30-34,3640,43,52,53,60,62,65,66,72,76 PRO umy AIOOOfFIOENIIAL THE WOg TIWC AWM WTHIS DMWMO MWES PRO MWOFWSTOM WWDOW 415T .P1C. H OWMM WPMTMFl AW WRHOU E WRDTEWPE10fwmO =TOMWINWWSYSTB .ms P6wwm. SECTION VIEW B-B ALTERNATE MULTIPOINT LOCK N. 58201 t; A : I1900 SW 44TH AVE. * C OCALA, FLORIDA 34474 • - ne ;¢� SECTION VIEW-S STATE OF AD N7S wo H0,CWS-641 1: _ HEFT: B OF 14 SECTION VIEW C-C SECTION VIEW D-D z� P6OP9fi my CONGENIAL ETEAN, M AN' NP60UM N PMPry TOfl0.5RWH0E WNDOW EY6W11HWf H1E wnmPN PE6a�ssnx oP wsrou wwoow srslEls, nc rs PswmrcEo. ITEMS NOT SHOWN FOR CLARITY: 10-12,13,15-17,22,28-28,36-39A3,54,57 ITEMS NOT USED IN VERSION SHOWN: 8,9,15,16,25p0,42,45,46,48,52,53,58,60,74,76 - iutcoino SECTION VIEW E-E ITEMS NOT SHOWN FOR CLARITY: 10,11,16,22,28,43,57 ITEMS NOT USED IN VERSION SHOWN: 1-3,6,7,8-15,17,18,20,21,23,24,26,27,30-39,41,14-06,46-52,54-56, 58-61,63-71,74, 76 e6aonErumuacaaoEWRu THE NFMWKNC AWED NTHIS DMWING M 7HE5 NWMWOFWSTOM WNOOW SYSTEM$ NO. A RFPROWCTICN N PARTMR A WHOLEWRHOMT THE WPo PEWAISSION OF=TOM WWOOW SVSf . NC. 4 P3MWM. SEALANT APPLIED TO ADJOINING FACES BYINSTALLER SEALANT APPLIED TO ADJOINING FACES BYINSTALLER 1-3/47 TYPE F NGE INTO SIDELITE 3E 1,3 FOR HINGE USHER HEAD TEK OR FRAME TO P AND BOTTOM CENTER. REM PIN DESCRIPTION MAT'L VENDOR MEM PM DESCRIPTION MAT'L VB�OR 1 H-1= MAW FRAME, HEAD ALUM KEYMARK 41 P-4927 GUIDE, FLUSH BOLT NYLON M&M 2 1857 ASTRAGAL, INACTIVE C ALUM K MARK 2 R4930 SCREW, #10 -1/4" HEX H D IDB_fTEA A HRF- A 3 EF18 88 ASTRAGAL, ACTIVE, FD, PVC ALUM KEYMARK 43 R4933 NOT, 3/8"-16 FLANGED W/ SERRATED LIP, SS, @ PANES- N S ER 4 H-1860 RBNFO EMENIT, VERT. ALUM KEY MARK 44 R4934 SCREW, #12-24 X 1/2", PH FLAT, M5, @ NGE FASTENAL 5 H-1861 REINFORCEMENT, R AL M KEYMARK- 4 74 36 DOORKNOB, ACTIVE PANEL DRAW 6 18 88 MAIN FRAME SILL A 46 R4937 DEADBOLT, ACTIVE PANEL ---DTDWr- -T- 1880 MAINFRAW JAMB A M 47 4969 SCREW,#10 X 2" ATTACH.L 8 1881 FRA SIDS-R @ R AL M KtY RK 48 R4997 STRIKE DEADBOLT PADDOCK 9 H-1900 MAINFRAME SIDEIITE@ JAMB, HEAD, BILL ALUM KEYMARK 49 R5127 REVV, #12 X 2", PH AN, MS, NC R AST L 10 R3039 B ,X X 2 FRA E 50 IX5130 CASKET, DOOR SILL, FRONTFOAM PFODUCTS 11 TALISFAL KA or HaXEL PURFBCT GLAZE 'Fr 51 FL5131 GASKK DOOR BILL, A P 12 R3503 SCREW 48 X 1/2" PH TRUSS SS @ ASTRAGAL CAP FASTENAL 52 P-5134 SCREW, #10 X 1.3/4" FLAT sQuARE Ty PE F @ HINGE FASTENAL 13 P-3511 SCREW #8 x 5/8° SO. PAN TEK @ TEROD SRKT FASTENAL 53 R5151 SKET, SIDELITE FOAM R5-PF7ffDUCTS 14 FEWS7 SCREW #8 X 1", PH FLAT TEK @ ASTRAGAL, NSERT,LOCK FASTRWL 54 :5157 SCREW #10-24 x 1/2", R Undercut PH, 18-BSS @ KEEPER FASTENAL 15 P-3767 SCREW, #10 X 1" HEX HEAD, TEK @ SIDELITE FASTENAL 55 R5158 BOTTOM SEA RUBBER FAM 16 P-4146 #8 3 4 T IDE3-R FAT 58 R5172 WSTP,.370 X .187, TRI FIN, BLACKTRA -IT- 774278 FUZZY PA , .200" x 1.250" A 57 R5174 #8 3 4' HED(WASHER HEAD, @ FRAME 18 R4522 #10 x 1 1 4", PH FLAT, SMS - HNGE @ PANB- FASTENAL 58 R5186 SCREW #8-32 x 1-1/4" FH,FL MS, SS @ PLUNGER SS FASTENAL 19 P-4 74 WSTP, BULBILEAFS, PANEL AMESBURY 59 S- 783 THRESHOLD, HIGH RISE ALUM--FE-Y—MARK 20 R4790 A 60 1 884 INSERT, LUM 21 P-47 x 5/8" EK @ INSERT ATTACHS 61 1 006 COVER JAMB, ANCHOR 22 P-4802 ALLTHREADEDROD(TIEROD) I& STET 62 5-1816 CO ER, JANES, D,SLL, SIDEL ALUM KEYMARK 23 R4807 WGE, GUIDE HOF'PE 83 9-1817 DRIP CAP AL KEYMARK 24 R48M4909 HWGE, SET, LEFT or RIGHT 64 5-1840 COVER, HEAD, ANCHOR ALUM KEYMARK 25 P-4844 WSTP,.50X.750 FOLDED BULB SEA L,@SIDB-RE AMMETURY 65 §1 449 INSERT, NACTNER-L, LOCK HARDWARE KEY RK 26 86 P- 3 LOCK TRKERATE PADDOCK 88 S•1859 COVER, ASTRAGAL, FD ALUM KEYM4 27 P-4864 RHINO STRIKE RATE PADDOCK 67 1884 INSERT. FRONT, BTM ATTACH SILL ALUM KEYMARK 28 P-4866 GUIDE,TIEROD NYLON ram 68 1865 INSERT, BACK,BTMA A BILL ALUM MA 29 R4871 TIE ROD BRACKET Z SULLNAN 69 S-1915 BASF,SW� ALUM MARK 30 P74885 SHOOT BOLT, TOP PADDOCK 70 S-1916 DRIP COVER, SWEEP ALUM MEYMARK 31 48 66 SHOOT BOLT, BOTTOM P 7 -6683 PANEL, T /B D - 32 4 1 2 83 PANEL, TOPIETIVIRAL, SIDES -SIDELIFE 32 P-4884 LOCKBAR, MILT RONT, 5PT, 8 FT PADDOC 73 576 884 GLAZING BFAD(1") P/C MK R4901 L R- P LUM K MA32 32 FC49 22 LOCKBAR, INACTIVE e8 FT A 75 TGUW SEEPAGE5 33 PL4903 HANDILEsErACTIVE76 1862 PEN50FICEIVENT, VERT. ALUMMA R4905 NDLESET, NACTNE PADDOCK 177 R4887 IMORrISELOOKPADDOCK 35 R4913 WSTP, .50X.50 FOLDED B B FAL, @ DOOR ELGEL LUCA9 A. TURNER, FL P.E. 5=1 36 R4917CAP, ASTRAGAL, OUTSIDE NYLON `�;�NOREty �, P T� GP��.•V�e ENSF•;'P2'. :-J••• No 56201 •.'P % cy-- %vr j: %'P STATE OF . �� %�,n•�p 1,:���� �i�S •(�.R•„O'•••(j�� ,S�wNA„ wlN6ow 5rsreMs 1900 SW 44TH AVE. OCALA, FLORIDA 34474 38 R4922 COVER NTE FUDR, RUSH BOLT NYL M8M 39 R4925 PoIGA C P,ASTIDE MSM Z!� 40 R4926 S TA, SI E. SHIPPINGBLOCKL M6M / ALTERNATE APPROVED LOCKSETS: THE Nra�unrcannwm NTi6MA�WINa61NLUEPROPEAnoFalsTdA AMEX GRADE 2 LOCKSET AND DEADBOLT. wwrt my NQ�osTOA� WOOWSWPMT,NG5AP Wff �TME IE: BOM-IMPACT EKES: MWN BV; OATE: 8700-8750 ADE a/e/2011 OOEL• O.NO.: PVCSwMGDOOR CW$�1 S EV.LETTER HEET: 9 OF 14 DOOR HEAD-1833 49/16' 062 I 1 1'18- DOOR SILL-1678 8 —L 4 9l16' .078 16" 7 DOOR JAMB-1880 I ALL EXTRUSIONS ARE 6061-T6 ALUMINUM PVC DOOR PANEL - 6083 REINFORCEMENT -1861 61 I�-2.261 I 050 FRAME COVER -1906 REINFORCEMENT -1857 REINFORCEMENT- 1858 2A37 59 .070 780 THRESHOLD - 1783 .080 2, 6 ASTRAGAL COVER-1859 ME NFOWMTIONO MNEDN TH5p WINO ISTHE SOLE P60PERWOFWSTW %VNDON 5Y6TEMS, WGN R OW=W N PMTWMRWHOIEWNH WME WgR1EN PEW. WM OF WSTOM WINDOW SV EM. WC.5 ffl OWED. 1/16' 3/4• 1/16' 6 DRIP CAP -1817 SIDELITE COVER -1816 1 1516' 89 1/18' 60 60 fl;A80 -- 13/4', FILLER-17841 BASE SWEE -1915 1W' „L 6 6 INSERT, IN ACTIVE PNL.1849 1 9/18•�{ 9/16' 1/16' 1 V16' — 1118' 6 11 1/ e' 116 INSERT, BACK -1865 INSERT, FRONT -1864 .616 1.6/77 73 PVC GLAZING BEAD - 6084 REINFORCEMENT -1862 ♦`---"F',vY �i� WiN00WSV5TEM5 No 58201 , :�P : 1900 SW 44TH AVE. :*? OCALA,FLORIDA 34474 jxe me; EXTRUSIONS -IMP, STATE OF :4/p ..V 5!8' 1/16' 64—9/i16' HEAD COVER -18401 0 3/4' tY116. 1 DRIP COVER -1916 ADE 9/8/2011 12 Wa NO.:CWS-6 10 OF INSTALLATION ANCHOR, IW MASONRY ANCHOR (SEE NOTE 4, SHT 4, TYP.) 21(z MIN EDGE DIST.7 d- (SEE NOTE 4, SdT 4) g�d: dp d_ e•?d% d ; MAX SHIM i NOTES 2S3 SHT. 4) POINTS BETWEEN FRAME AND SILL BYINSTALLER. INTERIOR BYINSTALLER. II9 e9ep 9p `e .A. -- n F 21/2, MIN. EUGE DIST.(TTr) (A)L�VERTICALSECTION FRAME(MASONRY) P BEADS OF SEALANT LL INDICATED AND SILL CONTINUOUS DOUBLE 311V BEADS OF: AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. EXTERIOR F BY OTHERS Z.Ji J No 6B2078201 Z _'V �9. STATE OF ffim TMYYODIXACFMIGL THENFOWMTIx1OONTANEONTHISDRAWNDRTHEE PR MWOFWSTW WNDON SY6TEA6. pC.ANY pEA10g1CfKN N PAflTORPSA WHOIE W ItHWf ME WR°iETl PE10.16410N OF0.15TW WINWW STSTT3HS,NG6PRp1@Rm. 1 BY WOOD BUCK BY OTHERS. (TVP) 11W MIN. EMBEDMENT(TYP) INSTALLATION ANCHOR, 3/16" FLAT MASONRY ANCHOR MIN DIST.(TYP) —1 1)4" MIN. BUCK AND OPENING BYOTHERS HOPRONTALSEOTION RAME(MASONR 1900 SW 44TH AVE. OCALA, FLORIDA 34474 rtLe: ANCHOR DETAIL(DOOR) IN I BY BUCK -IMPACT EwEs'870045760 RAWN ar: ADE DATE: 9/6/2011 PVCSWINGDOOR NTS WO'NO'0CWS841 EV. ETTER: HEFT: 11 OF 14 INSTALLATION ANCHOR, 17 MIN. #12 WOOD ANCHOR EDGE DIST.(TYP) (SEE NOTE 5, SHT 4, TYP) (SEE NOTE 5, BHT 4) o 1 3/6' MIN. EXTERIOR FINISH EMBEDMENT(TYR (SEE NOTE 5, SITYY 4) BY OTHERS L4: MAX SHIM PERIMETER SEALANT (SEE NOTES 283 SHT.4) BYINSTALLER 2 BY WOOD BUCK BY OTHERS. FRAME MEMBERS MUST BE FULLY SUPPORTED.(TYP) CONTINUOUS DOUBLE 3115' BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BY INSTALLER. e •e 21FY MIN. EDGE DIST.(TYP) @EFITICALSECTION FRAME (WOOD) CONTINUOUS DOUBLE 3/16' BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. ]L4' MAXSHIM97 CONTINUOUS DOUBLE 3/16' BEADS OF E AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. BY OTHERS yy r� 11W MIN. CI 6�1I EMBEDMENTIT/P) ;SEE NOTE 4, O4) PRaPNerARr W GMa 5mnL THERFOflMATbHCtliTA W1H6dM NDMTME EPROP WOFWS E WWDOW SYS wP1G AWR6flOPICENINNPPATOHASA WHOLEWI. THE WPRTFN PEIYd651R1 OF 0.5TON WINODW SYSIBAS. NC.6 Rid®RED. PERIMETER SEALANT BYINSTALLER EXTERIOR FINISH BYOTHERS @HORI E (WOOS) NTAL SECTION L' MIN. EDGE DIST.(TYP) BUCK INSTALLATION ANCHOR, #12 WOOD ANCHOR. (TYP) ANCHOR, MENT, #10 13L3' MIN. EMBEDMENT(TYP) 211E MIN EDGE Dig (SEE NOT INSTALLATION ANCHOR, IW MASONRY ANCHOR (SEE NOTE 4, SHT 4, TYP.) SEALANT BETWEEN BUCK AND OPENING BYOTHERS 11/4' MIN. P P EMSEDMENTONP) (SEE NOTE 4, SHT 4) '. Vd' P CONCRETE( M: BYOTHERS 1 BY WOOD BUCK —f BY OTHERS. FRAME MEMBERS MUST BE FULLYSUPPORTED.(TYP) L9' MAX SHIM (SEE NOTES 233 SHT. 4) CONTINUOUS DOUBLE 3/16' BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. INTERIOR 21l2' MIN. —+7 EDGE DISTJ P) 7 @FCTI �RAM C( — INSTALLATION ANCHOR, 1/4' DIA. MASONRY ANCHOR —CONTINUOUS DOUBLE 3116' BEADS AROUND PERIMETER ATALL INDICA POINTS BETWEEN FRAME AND SILL BYINSTALLER.HAM CONCRETSONRY svoTIlERs . _11/d^ \.IIIJ CONTINUOUS DOUBLE 3/16' BEADS AROUND PERIMETER AT ALL INDICP POINTS BETWEEN FRAME AND SILL BYINSTALLER. mamEraMWMM� Erma TIE wFaRunTwlcwTnwEo wTHrs oR4wwa rsTxE sd.E PxoPEnttoPasraln WNDON 6YSlENS, wC. N1Y REPROtlICTWN NPdRTORfS• WHOLEWRHWIIHE WRRiEN PFWNSSWN OFGISTOM WINDOW SYSTBAS, NO. S PSOIEUIED. I& MAX Q,V ERTICAL SECTIONRE( ) INSTALLATION ANCHOR, 1/4' MASONRY ANCHOR. (TYP) .(TYP) BYOTHERS INSTALLATION ANCHOR, #12 WOOD ANCHOR (SEE NOTE 5 PAGE 4, TYP.) iIMETER SEALANT INSTALLER (SEE NOTE 5, BHT 4) 1 3/8• MIN. EMBEDMENT(TYP) (SEE NOTE 5, BHT 4) (SEE NOTES 2&3 SHT. 4) 1 M MIN. EMBEDMENT(TYP) 2 BYA WOOD BUCK BY OTHERS. ]/4' MAX SHIM(TYP) FRAME MEMBERS MUST BE FULLY 1 MIN. SUPPORTED.(TVP) 7 EMBEDMENT(TYP) CONTINUOUS DOUBLE 3116' BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED 2 BY WOOD BUCK POINTS BETWEEN FRAME AND SILL CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT BY OTHERS. BYINSTALLER. AROUND PERIMETER AT ALL INDICATED (TYP) POINTS BETWEEN FRAME AND SILL BY INSTALLER. INSTALLATION ANCHOR, #12 WOOD ANCHOR. Em- iTY'P) D D D 21/2' MIN. EDGE DIST.(TVP) D VFRERTICAL SECTION AME(WOOD) CONTINUOUS DOUBLE 3/16^ BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND SILL BYINSTALLER. FPaP my AroCIXiIOENML THENFORMATMCO MHWNTH5MMNGMTHES PROPMWOFWSTOM WNGOWSYST s'=.M REPROWMWNPARTORASAWHOLEWRH=U E WRTTENPERAISSIONOFQ MMWINWWSYGTEMS, NC.IGPRONNRm. PERIMETER SEALANT BYINSTALLER QVERTICALSECTION FRAME (WOOD) EXTERIOR FINISH BY OTHERS F.7 ANCHOR/ CUP EXAMPLE HORIZONTAL MULLION FOR SECTION VIEWS ONLY w G F9--mmu7 E OF CONTEMS GENERAL NOTES & ELEVATIONS ........... I ANCHOR SCHEDULE................................2, 3 EXTRUSIONS & B.O.M........................... ... 4.5 MULL BAR SECTION VIEWS ............ _....... 6.7 INSTALLATION DETAILS...._.....................8.9 A ANCHOR CUP NEO SGPg�( CUP j 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. CONFIGURATIONS SHOWN: (SEE SHTS 23) 1. VERTICAL 2. HORIZONTAL 3. ALL MULLION EXTRUSIONS ARE 606346 ALUMINUM. 4. SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHED� (SHEETS 23) S. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 6. RESPONSIBILITY OF SELECTING FENESTRATION LAWS, BUILDING CODES, ORDINANCES OR OTHER; THE ARCHITECT, ENGINEER OF RECORD, BUILDING 7. PRODUCTAPPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEMS ARE NOT REQUIRED. B. DESIGN PRESSURES AND INSTALLATION DETAILS THE MULLION. M WINDOW UST BE APSHOWN PROVED NDREP PARATE APPROVAL APPLY ONLVT 9. PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. BY THE LESSER DESIGN 10. 1x OR 2x WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW SYSTEMS, INC. 12.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELYAS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN HERE IN. THIS PRODUCT. WINDLOAD7 URA ION FACTOR CdE 6 WAS USED FOR WOOD ANCHOR CAHAS NOT BEEN USED IN THE DESIGNA CULAIONS.- ANCHOR c ��� CUP �; No SB207 ;P: 1900SW44THAVE. 7 * = OCALA, FLORIDA 34474 EXAMPLE VERTICAL MULLION - FOR SECTION VIEW60NLV Lucas Tumer :.0; ;¢� : GENERALNOTES&ELEVATION-3' 2012-10-2611:23-04:00 �`� ^9 STATE OF .hr� - s: •rV. IMPACT MULL BAR ` ACE wwoWOEws sTrreWF ooucnavwrnm EaLawxo�wmio�urOETNE •,''0'�i�S70NA4.E��`?`,, 3'ALUM. MULL TUTS 'Opas�mmoco __ a V. P WNT1ENPflUUSEION OFGISrOMWW'VON6YSrENS, WG ISPa01�mD. Ifit IIOIIP�7 IOF Design Pressure Chad. PSF, for HonNYerseeted Impact PVC 3' MVILon H-1158, with I= dips using four (41 R10 Screws or all6' RW Tapcans per each end of mWlion fig 75318 RI Or[OVNGNIM0.1 87 93 99 ]0)]/fl 114 120 12fi ]32 IJS 1453/8 39 80.0 45 BOA 51 BD.O 57 BD.O 63 80.0 80,0 80.0 BOA BOA 90.0 80.0 BOA 80A 80.0 BOA 804 B0.0 BOA ]) 4)3l4 BOA 80.0 BOA BD.O B0.0 80.0 80A BOA 80A B0.0 BO.O 80.0 BOA BOA 80.0 BOA 80.0 80.0 BOA BOA fi5A 14 483m 80.0 80.0 80.0 $0.0 90.0 BOA 80.0 AOA 80A B0.0 80.0 80A 80.0 8DA BD.R 80.0 65A 65.0 65.0 SJ 1A4 80.0 so.D BOA BOA 80.0 BOA BOA BOA BO.D 80.0 so.0 BOA BOA 80.0 65A 65.0 fi5.0 fi5A f "'-_�9 b^ -8 i 57 some A0.0 B0.0 SCO BOA 80.0 RO.O A0.0 80A BOA R0.0 BOA 65.0 65.0 IS: li"i"^-"f� bs�wAy 63 80.0 BO.D BOA B0.0 B0.0 BOA BD.0 BOA 78A 76.6 65.0 )4.9 65A 72.5 fi5.0 fi5.0 1 i ra> f'x' s*•J M1Fcr:�A y-' fi5 65.0 fi5.0 fi5A 65.0 65.0 65.0 fi5A 65A 65.0 65.0 635 C".'dY M £ 68 65A fi5.0 65.0 fi5A fi5A fi5.0 fi5A R5.0 fi5.0 fi5A 59.1 56.9 51) f" 7f_L_ .1 EY- '-9t^ J )2 65A 65A 65A65A 650 650 650 649 61.) Design Pressure Chad,PSF• for Non -Intersected Mpad PVC]' MuBlO HH-1)58,mh 1T/6 clips with six(6)M10 Scmr+s or 3/16'IiW Tapcons per each end of mullion 63 69 953M 81 DMINCSIZBBO.) 8) 93 99 10)318 114 120 126 132 138 1453/8 39 ROA 45 BOA 51 80A 57 A0.0 60.0 80.0 80A 90.0 BOA 80.0 $0.0 BOA BOA BOA 80.0 80.0 BDA Bodo 90.0 c 3) 42]/4 80.0 --FDA BOA BOA B0.0 B0.0 BD.O 80.0 BDA 80A 80.0 BOA 80A 80.D 80A 80.0 80.0 80.0 80.0 65.0 f 4B.1/4 BOA B0.0 8DA 90.0 80.0 80.0 80A 80A BOA 80.0 B0.0 8DA BOA 80.0 R0.0 80.0 BOX 65.0 65.0 65.0 5l1/8 80.0 80.0 BO-0 B0.0 80.0 BOA 8DA 80.0 80.0 8DA 80.0 BD.O 80.0 80.0 65.0 65A fi5.0 i 5) 80.0 BOA 80.0 80.0 80.0 80.0 80A 80A 80.0 80A 80.0 BD.O fi5A fi5A R-: y1 f !m :4 N 63 B0.0 BOA 8DA BDA R0.0 B0.0 80.0 80A BOA 80A 80.0 65.0 80A 650 65.0 R H. -•' d +�T'"?t i4"J 65 6S0 65.0 65.0 fi5A 65.0 fi5.0 fi5A 65A 65.0 65.0 65.0 fi5A fi5A fi5A 65.0 fi5A 65.0 65A t- c-Jtv: wnletl8 Rww1931 6tl 65.0 fi5A 65.0 65.0 fi4.9 61 59.1 56.9 53A 4 __ ".'T L-.- J C+'-' -I Ct "'Y !'- • ;"b E"-1°'' 1 72 fi5.0 R5.0 65.0 R5.0 fi5.0 R5.0 fi5A NOTES: 1. FOR Y EDGE 2. WITH OD 4. 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 S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION 1 INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFIC GRAVITY OF GAS5 (SOUTHERN PINE OR GREATER) B.CONCRETE- MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI. I a MASONRY- STRENGTH CONFORMANCE TO ASTM G90. 11 D.ALUMINUM-1/8' THICK MIN., 6063 T5 MIN. E.STEEL -.060'THICK MIN., 33 KSI MIN. RESISTANCE OF INSTALLATION SHALL BE DONE By W OPENING IN 7. SEALING RS ACCORDANCE WITHT STRATEGIES CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS: OTHERS NAE~ Y�L FMA/AAMA 100 (FIN WINDOWS), 1012612012 FMA/AAMA 200 (FLANGE WINDOWS), PROPBIETMYAND WNFlDMAL FMA/AAMA 2D (BOX (INTERIOR WINWW 6Y�61RBMNS.INCAINY REPPODIICTION INPAPTORA9 AWHOLEWRHOWITHE FMA/MMAA40MA300 (EKfERIOR DOORS). WBITR:NPERMISSINOFOUS)OM W WDOW SYSTEMS. INC. 1S PROHIBITED. C No 56201 STATE OF 11 TWIWTRIPLE HORWNTAL MULLION MALL LENGTH t- G TRIPLE HORIZONTAL MULLION F TWIN HCRaCNTALMUWON E 1OL`' ANCHOR SCHEDULE, 3° MULL BAR, NON-INTEHStGI to IMPACT MULL BAR 6 ` ADE A ` 09/27/2012 NTS G' CWS-836 3'ALUM. MULL • 'r ` 20F9 H-1756, wltR 1522 clips using kur (4) 010 Screws or 3116' IIW Tepcons, or 1776 clips with six (6) p10 Screws or 3/16' IRN Tapcons per each end of mullion OPRVMGS¢F.OD.) fig 753/B Bl 8] 97 99 130 J/fl 114 120 12fi 3J2 136 1453/B 39 45 51 57 fiJ 50.D 50.0 50.0 50.0 5n.0 50A SOA 50A 50.0 77 50A 60A 5D.0 50.0 50.0 50.0 50.0 50.0 50.n 50.0 SOA 50.0 50A 50.0 50.0 SO.n 50.0 50.0 50.0 50.0 50.0 50.0 50.D 50.0 50.0 50.0 423/4 50A 50.0 50.0 50.0 50.D 50.0 50.0 Sn.O 5n.0 SOA sD.D 50.0 50.0 S 48 J/4 50.n 5n.n 50.0 Sn.O Sn.D 50.0 50.0 sn.D 50.0 5D.0 50A 50.0 50.0 50.0 50A sD.n sn.n 50.0 50.0 50.0 50.0 50.0 50.D 50.0 48.1 cyF9 571/N 50.0 50.0 50.0 50.0 50.D 50.0 50.0 50.0 50.0 50.0 50.0 57 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 sn.D 49.4 473 Ix'4�eDNl "9 j fi3 50.0 SOA 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.6 4].fi f J � fi8 50A 50.0 50.0 50.0 50.0 50.0 50.p 50.0 50.0 50.0 50.0 45.4 44.0 F_ z-.%7 B�O�a i�1Fy Ml07MY � 72 50A 50.0 50.0 Sn.O 50.0 50.0 50.0 50.0 50.0 50.0 50.0 [`'r'ti•'N rR�Ss M'1'.JM�-"7 SD.O 50.0 50.0 50.0 50.0 4fi.fl 44.0 40.0 C� 7 C _ -'�_=! P_=="'"! 75J75 $0.0 50A sD.n Sn.D TWINRRIPLE VERTICAL MULLION HORMONTALMUWON r r --- -- _ G SINGLE S TWIN �l OR LE 0 IuNlPfil LI I IBELCWI F- DPENINGSIZE � F•- MULL LENGTH�-I J K NOTES: 1. FOR CUPS INTO CONCRETE CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3116• DIA RW TAPOON. MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE THRU CLIP OR THRU IX BUCK. A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN FOR EACH CUP TYPE SHALL BE MAINTAINED. A MINIMUM CONCRETE EDGE DISTANCE OF 11/8' SHALL BE ACHIEVED IN ANY DIRECTION. 2. FOR CUPS INTO WOOD CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 010 WOOD SCREW WITH INTEGRATED WASHER. WOOD ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1 3/B' MINIMUM EMBEDMENT INT02X WOOD BUCK THRU CLIP. A MINIMUM WOOD EDGE DISTANCE OF WS' SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER ANCHOR SPACING OF 314' SHALL BE MAINTAINED. 3. AT MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNITAPPROVAL DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEN SCREW OF THE SAME SRE (01c OR 012) AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 4. 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 PREVENTREACTIONS. S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. S. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: LUCAB A.TURNEfl. FL P.E.58201 A. WOOD- MINIMUM SPECIFIC GRAVITY OF G4S5 (SOUTHERN PINE OR GREATER) m1e B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2546 PSL MITI p30REW lh+� 1111 !ry! G MASONRY- STRENGTH CONFORMANCE TO ASTM C-90. �� P••••"•'••rG D. ALUMINUM -1/B'THICK MIN., 6063 T5 MIN. 1QGp+?.VYOENg4•,., R?++' �I µ,B,)pOWS&DOORS E.STEEL-.060- THICK MIN., 33 KSI MIN. No 58201 '11r 1900 SW 44TH AVE. 7. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY 5�,: tA.� OCALA, ANCHFLORIDOR 34474 OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OFTHE FOLLOWING REFERENCE DOCUMENTS: 3.05 * ;¢ I ` ANCHOR SCHEDULE, 3' MULL BAR, INTERSECTED FMA/AAMA 100 (FIN WINDOWS), SV STATE OF :WC AT: FMAlAAMA 200(FLANGE WINDOWS), 'O'. p /U� 'IMPACT MULL BAR AGE 09/27/2012 FMA/WDMA 250(BOX WINDOWS). PROPWETARVANDCONRDFNTML 10/26/2012 +'0'• CO 50P°�D. N-- FMAlAAMAMDMA 300(EXTERIOR DOORS). THE INFORMATION CONTANED NTHIS DRAWIN3 IS THESOLE PROPERIVOFCUSTOM ++iFSe•••••R•• Q'N 3'ALUM. MULL NTS GWS-036 Wq EN PYERMISS(ON OF CUSTOMWNDOWS STEM, NC. IS PPOHIMSO OIRTHE +4i/S1ONALIE INI T R' 30F9 Design Pressure Ghen, PSF, for intersected Mpacl PVC 3' Mullion 0-1/9 USE WOOD SCREW SIZE ID100R 0121, SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT OUISIDE 14 11/16' 21/4' 9 � III I ,/B• vz• L 1- T .090 TOP VIEW 47/8' F-1522-013 DRIP CAP S-1895 FIN INSTALLATION �1114.1 12' I .090 f0 FLANGE ADAPTER S-1896 Lr1 13/16•1 706' I 11 PVC MULL COVER-61)1 B 2 "1" 1 WL MULLION CLIP SA897 21906'—.150 n0 3• MULLBAR H-175B PRAMETYPE OPENING - jF1522-X%)() NEW F.1522-013 FLANGE REPRO F-1522.006 SCORE, BEND AND BREAK TO REMOVE FIN FOR FRAME O A ATTACHEMENT TO MULL BAR - 1 TYP. FIN FRAME (PVC) 1^I `f LUCAS A. TURNER, FL P.E. \ I �/ ,�d11PNpREW1pG' DEFAILA PROPRIETARYANDCONFIDENML 10/26/2012 WE INFORMATION NTAINED IN THIS DW]ME SOLE PROPEM OF OUSTOM WINDOW SYSTEMS. ANY REPRODUCTION N PART OR AS AWHOLE WWWOUT WE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 15 PROHI611E0. No 58201 4 STATE OF FIN BOX 21 NEW t O NOO F-0522-013 F.1522-013 F-1522-OOS F1767-001 F,]6]-001 F7767-004(L&R) F-1767-004(L&R) F-1767-001 F-1767-001 7/16' (IYP) ll4' (TYR) 16' 21/16' 3 B• 6 O O 7 5I16' OUTSIDE 23118' LII -(-118• I� 47M'"4T F-1522-006 RETRO/FLANGE CLIP I1900 SW 44TH AYE. OCALA FLORIDA 34474 EXTRUSIONS & BILL OF MATERIALS,3• MULL BAR AIDE 1:2 4 I � tre•—� I�67/8'� 6]/8'- - - - - - - - — - 16 3' I 3 I LI �2314-- -21/4' I 1518' 2711 6. 1/4' Q �• I 318' I'>1 1518' 7/16'THRU(IYP) i/4'THRU(TYP) 10 OUTSIDE L-ANGLE 3- STANDARD MULL CLIP FLANGE-F-1767-001 I 1/2' 23/4' 2314' 5' S L ANGLE 3' MULL CUP, FIN (LEFT) F7767-004L LANGLE 3'MULL CLIP. FIN (RIGHT)F-1767-004R OUTSIDE I I I I UCAS A. TURNER, FL P.E. 58201 ORE� NcEti F vgy21 1 C W'nvDDws&na0u No 58201 %-A 1900 SW 44TH AVE. OCALA, FLORIDA 34474 �y .'r EMRUSIONS&BILL OF MATERIALS -3'MULL BAR .zL %9'- STATE OF .;f1, ate: :0'. A, p : 14 'IMPACT MULL BAR ` ADE 09/27/2012 TxewwauTnHcournrtPnW OMWWO SMY MD THE60LE`PROPFATYCII3TOM ��:FS�ORt"•��:�3°ALUM. MULL 12 wo. o: CWS-836 wWwn�EHPmu�ssl'a1 FGIBTOMWPIDOWfiV61P1A6.NGI6P60MBRED. OUPn1E ':igS70f"Inst �`, •�'T '" 50F9 FRAMETYPE OPEMNG 'T'MULL BAR CUP (F7522-%XIf) MULLSAR COP (Ffl6]•%%1Q NEW F1522-013 F-1767-001 FLANGE RETRO F/522-0OB F1]6]-0Ot NEW F-1522-073 F-1767-004(LBR) FIN RETRO F15224)1B F-1767-0047LBR) - - - -NEW- - --NOT RECOMMENDED- --F-1]6]-001---- BO% REPRO F1522-0OB F-1767-007 B 6 FLANGE FRAME WINDOW APPLY SEALANT ALONG FULL LENGTH OF WINDOW FRAME GROOVE PRIOR TO ATTACHING COVEF I I I I A HORIZOMAL MULL BARSECTION p HO�RINZOAINTTA4LMULL BAR SECTION S G 0 I 1--------------- I I I I I I I I I I I I I I I I I I K-B'�ALMULLRABLE=0N 6 FINFRAMEWINDOW I I I I I I I I I I I I I I r�z- PROPRIETARYPNOCONFIDENRAL 10/26/2012 THE INFORMATION CONTAINED NUTS DRAWING (SUE SOLE PROPERTY OF CUSTOM WWOOW SYSTEMS, NM ANY REPRODUCTION IN PART OR AS A WHOLE Wrt CWWE WRIISENPEPMISSION OFCUMM WNDOW SYSTEMS, WG IS PROH®RED. A VERTICA/HORIZONTAL MULL BAR SECTION 6 O DETAIL A No 513201 I1900SW44THAVE. nnAl A. FLORIDA 34474 STATE OF DETAIL B E6vIMPACT MULL BAR ADE 09I20ZU14 FtdO^� ',_, 1.2 WG. o. CODS.B36 I 18 r� 3 A 13 SECTION A -A TOP VIEW - FIN FRAME 19 5' MULLBAR IH-1760) 2 (SEE SEPARATE APPROVAL FOR 4' MULLBAR (H-1]59) 2 (SEE SEPARATE APPROVAL FOfl APPflOPflIATE DP CHARTS) APPROPRIATE DP CHARTS) 9 19 SEE NOTES 182(ONIEA.) 19 SEE NOTES I A 2(CITY I EA) 19 SEE NOTES182(ON1EA) 9 9 � � ]I/IT MAX EDGE DIST. 11/16: MAX EDGE DIST. 11/1V MAIL EDGE DIST. SEE NOTE 1 ] SEENOTEI 7 SEENOTEI ] 1 1 1 SEENOTE4 0 SEE NOTE SEE NOTE 0- - - - C 4'HOR2 T03'VEgT. MUUMAR SECTION C 3' HORIZ To 3. VERT.MULLBAR SECTION C 5•HORIZT03•V MULLBAR SECTION ] - u ] iNU NOTES, LUCAS A. TURNER, FL P.E. 5B201 1. SLIDE CUP INTO LOCATION AND SECURE WITH ITEMS 19 (CITY 1) AND 20 (CITY 1). AS SHOWN ABOVE. ,`,11gDI�'ifir , 2. PRE -DRILLED HOLES(THRU M CLIP 189T), BYTHE INSTALLER, MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM J . rG �i J� 5 r'GBN •'•.• eF ;PLny �w04DDm CUP EDGE DISTANCE OF 9/32•. GQ}••bV snoOBs �� No 58201 �TZ SW44TH AVE. 3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, REGARDLESS OF ORIENTATIONQB.,HORIZONTAL OCALA, FLORIDA 34474 OCA OR VERTICAL). THE FULL LENGTH MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL.*1 -D; * eQ31 ' SECTION VIEWS- HORV TO VERT. 3' WBAR ASSEMBLY 4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL CLIP. PRE -DRILL PILOT HOLE THRU ALL z°� S9' STATE OF :411 A '0.. :-�� 'IMPACT MULL BAR ' ACE 09/27/2012 MATERIAL WE WFORMATION CONTAINED IN MIS DRAW�N09iHE 0tEPROPEHtt p p, PCUSTOM Q�IC•��R:.. .% 3"ALUM. MULL 12 D4i'iW9-336 aTME �AA4 e�NA i�N1�� 70F9 WRITTENPRiM19SIONOFGIS'TOMWWD=DSYSTEMS,WGISPROHIBRE0. O o 1 0 0 A trr- o o ca Lis ��.: �.'k r.� 1 JW MIN. EDGE PEflIMETE0. SEALANTBY INSTALLER SEALANT ALONG OUTSIDE EXPOSED EDGE OF MULL BAR �, D�D•D • D D�•D a •• _ •^ N p Dp ppi p EA B MULLCUP(MASONRY) SEALANTALONO OUTSIDE EXPOSED . I EDGECFMULLBAR _ PERIMETER - gz SEALANT BY - aft, INSTALLER EXTERIOR FINISH BY OTHERS D •P ; o • > DDo ' =. p•o• •p • D D.pD • •• • D e CONCRETE(MASONRY L - SYOTHERS 8 MULLCUP(MASONRY) iONflY 11/4•MIN. 2 BY WOOD BUCK 1 WB• MIN. BYOTHFASIA] EMBEDMENTIC) EMBEDMENT[B] I 4 • •. p d CONCRETE MASONRY INSTALLATION ANCHOR, a • . BY OTHERS IBYWOOD BUCK &1DWOODANCHOR d d '4 '4 BYOTHERSIA] %�. d A°d 4 d 'Q'••4 A , SEALANT BETWEEN �� MULLBARCUP "— <>�•' FRAME AND OPENING (SEE NOTE 2) y1� a ., BY OTHERS 'A 44•e IIII :.Jjl \Y WCH00., 4 .'( ANCHOR j 1 3°HORIZ MULLBA0. = .a, d TlB'MIN. ° •4'a IBI <. • �j — I ��, d d d EDGE DIST. (C] • )GE DIST+ IBI ' p.� �\�p • �a••.v:t::� ; •' { PERIMETER SEALANT 'vti+:+tiff ••� PEflIMETE0. SEASIDE E%TEflIOR FINISH :EN FRAME y •� •• +• BV INSTALLER jI/ BYINSTALLER BY OTHERS Y OTHERS J SFALANTALONG SEASIDE ALONG p ORIZ MUL JAMB E TIC OUTSIDE EXPOSED EXTERIOR FINISH OUTSIDE EXPOSED BY OTHERS EDGE OF MULL BAR B MUL CUP(WODD) EDGE OF MULL BAR JAMB SHOWN, HEAD SIMILAR F HORIZ MULLJAMB SECTION B INSTALLATION ANCHOR, MULLBAR CUP WIV DIA. MASONRY ANCHOR (SEE NOTE 2) �f SEALANT ALONG OUTSIDEEXPOSED EDGEOFMULLBAR , VERTICAL MULLAR SEALANT REFERENCE NOTES:PERIMETER R BV INSTALLER - A SEENOTE 70,SHT1 D °• v v D B SEE NOTE 1. SHT 2 •D •D EXTERIOR FINISH o D o s C BEE NOTE 2, SHT2 BY OTHERS ° D eD• ' ° vD eD• MIN. EMBEDMENT(B] e ° • e' DD �s CONCRETEMASONRY D•> 'Do GDD o •D o D ,D ° b b D D BY OTHERS •DP.s DOD D vD•g p • D.•D > D °D C••g •D>' '- -D _°D- j_7/g_ MIN. EDGE DIST. IS] H ALTERNATE PRECAST SILL DETAIL B �- LUCAB A. TURNER, FL P.E. 5&207 MUST BE FLUSH AGAINST INSIDE 10SILLSTOOL OF MULLED WINDOWS AFTER INSTALLATION ,�s4dPNDREWTGp�I GP, � 3''•.• . �� WDmows spoons y,• EN F es' 2 RECESS MULL CUP I/4' MAX FOR ANCHOR =�� LJo 5ffi01 ';A: 1900SW44THAVE. CLEAfiANCE WHEN INSTALLING WINDOW UNITS T*,Z OCALA, FLORIDA 34474 rIT LE: L: MULL CLIP MASONRY INSTALL DETAILS-3'N B Zz E of cc STATE OF • �: ^ E0 0912712 T4U `IMPACT MULL BAR ` ADS PPOPPIETAIIYANOCONGmQIDAL 10/26/2012 %OTtC '4<ORLOp'6\?� CASE: MS G.NO.:CWS_ 3°ALUM. MULL II�3S�•'•'••-•��\4� THENPoWMTION COMANEDWTHI TIONI OIARTORMESOU!IAP LEWMD TTOM E . ' /p•T ONA,�PLi:: _ 80F WRN BYBIEILS,INGANYPFPPOOIIOTIIXINPMTMABAWHOLEWRNIXRTHE W PD TEN PEPlNSSION OF OUSTOM W W W Y16YbTENS, NG 6 PPOMBITED. BY SEALANTALONG OUTSIDE EXPOSED EDGEOFMULLDAR SEALANT ALONG - OUTSIDE EXPOSED EDGE OF MULL BAR JL k� Til1= 1 VERTICAL MULL HEAD SECTION 9 OL6� J VERTICAL MULL SECTION 9 MIN. EDGE DIST. IC) K HOR2MULLJAMO ECTION 9 FIN FRAM (WOOD) JAMB SHOWN HEAD & SILL SIMIUAR REFERENCE NOTES: A SEE NOTE 1D• SHT 1 -B-SEE NOTE--1• SHG2� C SEE NOTE 2•SHT2 NOTE: 1. RECESS WINDOW RETRo WHENINSTALLED. muLUONI CLIP MAX FOR CLEARANCE OF W 2 FOUR (4) ANCHOR SCREWS REQUIRED PER MULLION CUP FOR INSTALLATION. MIN. EDGE DIST. $.7r No 58201 ro: BrarE GP PflOPBIETMYAN00ONFlDFNiIAL 10/28/2012 '+yO'T`�.'.;; 4 G R(pP ''Pi, SYSTEMS NM PEPPODIILTONIINPAR OPASAIN LEWIIXOUT THE 'ONA�E� WINDOW WRITTEN PERNJSSION OF DU WINODW SYSTEMS WC.RPROHIBM . 19DO SW 44TH AVE. OCALA, FLORIDA 34474 r TL: MULLCLIPANOOD INSTALL DETAILS -3-MIS EHIES: MULL BAR H B' AGE A 09/27/2012 MS °' °' CWS-336 3. ALUM. MULL E` 9OF9 PICTURE WINDOW ELEVATIONS (LARGE MISSILE IMPACT) SHOWN WIDIFFERENT OPTIONS 771/4' MAX OVERALL FLANGE DESIGN PRESSURE RATING ±55 m GENERAL NOTES S ELEVATIONS .......... I ANCHOR SCHEDULE S NOTES ........... 23 SHAPES....................................................4 GLAZING...................................................5 SECTION VIEWS......................................6 EXTRUSIONS S B.O.M.............................7 INSTALLATION DETAILS ......................8-9 73114' MAX OVERALL FLANGE WIDTH 72" MAX. UNIT WIDTH C DESIGN PRESSURE RATING 167.5 Luess&Tumer,P.E. 2011-12-1411:08-05:00 yy PROPMETMYANDCOKmENTwL 12/14/11 THE INFORMATION COWANED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. PNY REPRODUCTION IN PPRTORASA WHOLE WITHOUTTHE WRITTEN PERMISSION OF CUSTOMWINDJWSYSTEMS. INC. IS PROHIBITED. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 5) 3. CONFIGURATION: FIXED LITE "0". 4. DESIGN PRESSURES: -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. 5. ANCHORAGE: THE 331/3-A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8-9 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES FULLY WELDED. 8. REFERENCE TEST REPORTS: NCTL-210353D-1, 1A, 2, 2A, NCTL-210-3672-1, 1A, 2, 2A 9. SERIES / MODEL DESIGNATION PW33DO. 10. 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. SCANNED St. LucSY County ANCHOR LAYOUT -(FLANGE) THNUFRNME(M450NRYORWCODOPEMNG) -AMDP ANCHOR LAYOUT-(FIN1 T RUNMUNGRN(WWGOPEMNG) -AMDP NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. ANCHOR SCHEDULE FOR FLANGE FRAME TO FOLLOW SPACING REQUIREMENTS ACCORDING TO REQUIRED OR SEE SHEETS 23. SILL ANCHOR SAME AS HEAD. 2. SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1116" 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 11/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD SUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL ACHIEVED IN EITHER DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK OR FRAMING. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION. B. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 I/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 9. 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 3,20D PSI. C. MASONRY -STRENGTH CONFORMANCE TO ASTM C30, GRADE N, TYPE 1 (OR GREATER). 10, SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA IOD(FIN WINDOWS), FMAIAAMA 2DO(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS), FMA/AAMANDMA 3OD(EXTERIOR DOORS). zz PRCPRIUARYANUCOWDENTYU- 12/14/11 THE WFO.MN CONTAINED IN TINS DRAWING IS TIE SOLE PROPERTY OF CUSTOM WINOWI SYSTEMS. INC. ANY REPRODUCTION IN PART CR AS WHOLE IMTHOUTTHE WWTTEN PMMSLON OF CUSTOM WINDOM?SYSTEMS. INC. IS PROHBREO. 4° MAX e° MAX O.C. (TYP) (TYP) 6°MAX 75IS°MAX O.C. (T'P.) SEE NOTE2 SEE NOTE 6 L 6• MAX I S° MAX o.c. I I 7 vfi° MAX O.C. I I ITYp) I I (TyP-) I I I I I I I O I I I O I INSTALLATION ANCHOR (TYP) INSTALLATION I I I I I ANCHOR (TYP) I I I I I I I I I ANCHOR LAYOUT -(FLANGE) I ' ANCHOR LAYOUT -(FIN) THRU FRAMEIMOSONRY OR WOO15022 THRU NNUNG RN (WOOD OPENING) /-0).S DP .M1W.5 DP B UPDATED PER 2010 FBC 12Ifi/2017 LUCAS A. TURNER, FL P E. 58201 A UPDATED PER NEW FBC REQUIREMENTS 1710712008 PNOREWT�'11, w �iVRJDOW3&DOORS `JV.�AGENSE••.P,yi�, •;�? : 1900 SW 44TH AVE. j• No 50201 OCALA, FLORIDA 34474 TITLE: ANCHOR SCHEDULE- LARGE MISSILE IMPACT "4"• P •'2 ` fi300 AOE 5/05/2007 PROPMETARYAND COF1DENTIM. 12/14/11 ( ryFSA'...pkQ'+per ` o .PVC WEET:o.: THE INFORMATIONfANTNNED IN THS D.N. IS THE SOLE PROPERTY OF CUSTOM OPiawssloNo�REPSODDVVTIO PARRTORAA.OIIEWITHOWTHE FIXED LITE Aii�4S�ONp; CWS159 sN wR g 30FS FULL CIRCLE 112 CIRCLE 114CIRCLE NOTES: 1. SEE SHEET FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS 2. OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF RECTANGULAR WINDOWS BASED ON DP REQUIRED FROM SHEET 1. 3. ANCHOR SPACING FOR ARCHITECTUAL FLANGE WINDOWS MUST FOLLOW NOTE 1, SHEET2 TRAPEZOID (:D FULL ELLIPSE P'OVA121 TRIANGLE zz PROPPIETAAYANDCONFIDENTWI 12/14/11 THE INFORMATION CONTAINED IN THIS DRAWINOIS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS INC. ANY REPRODUCTION IN PART WAS WHCLE WITHOUTTHE WRITTEN PERWSSION OF CUSTOM WINDOW SYSTEMS. INC. 18 PROHIBITED. OCTAGON TOMBSTONE GLASS TYPE MAXSIZE W x H X 72 X 76 i" OVERALL 1" OVERALL 1° OVERALL 1° OVERALL 3/IV HEATSTRENGTH 3116° TEMPERED 3116" ANNEALED 3/16" TEMPERED W. AIRSPACE 318- AIRSPACE 1l2' AIR SPACE 12" AIRSPACE ]11T IAMI GLASS 7116° LAMI GLASS 6/16° IAMI GLASS filth" IAMI GLASS 1I8° ANNEALED 1/NNEALED 3116' HEAT STRENGTH VIW HEATSTRENGTH B" A 090 DUPONT PVB INTERLAYER 1/16' DUPONT PVB INTERLAYER .090 SENTRY GIASSIONOPLASTINTERIAYE .090 SENTRY GLASS IONOPLAST INTERLAYER 1/6" ANNEALED 1/e" ANNEALED 3116° HEAT STRENGTH WIW HEATSTRENGTH 6�PURFECT GLAZE"H" 6 PURFECT GLAZE"H„ 6 PURFECT GLAZE"H" 6 PURFECT GLAZE"H' SIKAFLEX 552 SIKAFLE%552 SIKAFLE%552 I�I SIKAFLE%552 Iluo•ni eec a,rc 13 I I ..... ... ..... ��r� 112"GLA88 BITE I I Y1"GLASS BITE GLASS TYPE C I GLASS TYP GLASS TYPE A GLASS TYPE B FULL SIZE IILIS FULL SIZE FULL SIZE FULL SIZE No 518201 " 9l STATE OF PROPMETARYAND CONFIDENTIALTH2 NFORVATION CONTAINED IN THIS DRAWN. IS T� SOLE F NRI�NPEf2M PERMISSION OF USTOMIMUCO ONISYSTEMS, TOR ISPROPROMBIMTHOUITHE 4 i, DNA; 6 I1900 SW 44TH AVE. OCALA, FLORIDA 34474 ITLE: GLAZING DETAIL- LARGE MISSILE IMPACT PVC 5OF9 6 e 1 6 9 6 O D , 0 0 9 10 7 7 11 S 3 SECTION B-B 4 EXTERIOR EXTERIOR 6 5 0 2 7 p SECTIONNEW" ALT FIN FRAME B UPDATED PER 2010 FBC 12/612011 LUCAS A. TURNER, FL P.E.5ezD1 A UPDATED PER NEW FBC REQUIREMENTS 7/D7/2006 6 SECTIONVIEWA-A ' C�,,p..T GE.. s : L1 SP �y �e Rs 6 •,2 w1nm t 5?I % No 58201 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE :SECT. VIEWS &ALT. FIN FRAME- LARGE MISSILE IMPACT STATE OF •WC R '� 630D ADE . 5/05/2007 FRwmETMYMDC0WIDENML 12�14/11 • ( P' ryFy'.......... �J o D THE INFIXtMATION CONfNNED INTM50RFlMN015THE50lE PRJPERTY OFCN3TQN Dw UCD ffl Ou THE PVC FIXED LITE �V:4'ONA 1:2 112 To'` CWS-15a Y,w�v IJISSSION OFMRroR OMIINP NS WCISPRMow 1E„1 B 60F9 Item#1 Part# IDescription Vendor Material 1 H-6006B Fr., PW, Main, Head Mikron PVC 2 H-6006B Fr., PW, Main, Sill Mikron PVC 3 H-6006B Fr., PW, Main, L. Jb. Mikron PVC 4 H-6006B Fr., PW, Main, R. Jb. Mikron PVC 5 H-6006A Fr. Main, PVC, Fin Mikron PVC 6 P-3113 Screw Support for PVC Team Plastic Rubber 7 P-3352 Set. Blk., 85 Dur., 1/8" x5/8" x2" Lg. Frank Lowe Rubber 8 Purfect Glaze "H", SikaFlex 552 Henkel / Sika Silicone 9 P-3752 Cap Plug, 1/2" Hole M&M Nylon 10 S-6064 Glz. Bd., Fxd. I" O.A. I.G.) Mikron PVC 11 GLASS See Sheet 4 10 1116- e" PVC GLAZEBEAD-0004 PRWMETARYAND COWIDENML 12/14/11 THE INFORM4TIO N CONTAINED IN THIS DRAW INO IS TH E SOLE PROPERTY OF CUSTOM WINDOWSYSTEMS,INC.PNY REPRODUCTION IN PARTCRASAMCIX WITHOIRTHE WRITTENPERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. mO ' 0511m O PVC FRAME FLANGE- H BOOB B PVC FRAME FIN- N 6006A 6 o T SCREW SUPPORT-P-3113 No 58207 P : I1900 SW 44TH AVE. L OCALA. FLORIDA 34474 STATE OF D*W'L.('�LLIDESI 70F9 STRENGTH STRUCTURAL R BY OTHERS SEALANT .4•e.e. �� P� .o•o P� .s,o P• P• P• P• •P•T1• :• • ,e. _ •s �. •s.e••P' .P• ,moo., A VERTICAL SECTION e FRAME(MASONKY) CONCRETEIMASONRY BY OTHERS SEALANT BETWEEN BUCK - , AND OPENING BY OTHERS C INSTAL•° ° A. MASONLATON ANCHOR, 3SHER A. • ° RO WASHER MASONRREW 1BY WOOD BUCK BYOTHERS [A] 1/4'MAX SHIM �(BI SU THRU SCREW SUPPORT [CI �e EDGE OIS . e IMIN. IC 111V MIN EMBEDMENT (CI PERIMETER SEALAS HORIZONTAL SECTION_ e FRAME(MASONRY) 13/B• MIN EMBEDMENT PI 1/4'MAX SHIM '• 28Y WOODBDCK [BI6 BY OTHERS (A) p • IIB_ MIN. EDGE DIST.. °. [DI INSTAUATON ANCHOR, A•A� #IOW00DSCREWWAMP THRU SCREW SUPPORT (DI ° p ❑ 2BY WOOD BUCK '.'. RY OTHERS SEALANT BETWEEN BUCK AND OPENING BY OTHERS G HORIZONTAL SECTION B FRAME (WOOD) OTE: HEAD AND JAMS IMILAR FOR 2BY INSTALLATION. ILL INSTALLATION SAME AS HOWN BELOW. INSTALIATON ANCHOR. WIS' DIA MASONRY ANCHOR W/WASHER THRU SCREW SUPPORT ICI 1/4' MAX SHIM (TYP) BYINSTALLER -- •� EXTERIOR FINISH 1 • p • ( •p v •D BYOTHERS • p `HOR, D • D • ' G N. eD, v •D D•• Q •D D D 11/4' MIN. EMBEDMENT YANCHOR D•' °D. • D D p p (rYP) 'IREW •D•D • p, Q. •p ••D. •D •. • • • r REFERENCENOTES: • i ��' • D D •D sD D D IAISEENOTE 10,SHTI -1/4' MA)[ SHIM IBI SEE NOTE 253, SHT 2 181 21rz• MIN. EDGE MST. ICI SEE NOTE 4, 6HT2 CONCRETEMIASONRY (TYP) IDISEE NOTE 5,SHT2 BY OTHERS IEISEENOTE 5,SHT2 %D1 ALTERNATE PRECAST SILL DETAIL_ —SILLSTOOL B FRAME(MASONRY) I_Ile MIN. EMBEDMENT CI ZJLE MIN. EDGE DIET. ICI x 2 PROF'RUARYPNDCOMDE L 12/14/11 THE INFORM 70N COMANODINTHISORAWNO1STHESOLE PROPERTY OF CUSTOM WNMO SYSMMS. INC. AIYREPRODU=N IN PART CRASAW MEWTWUTTHE WRITTENPMUSSIONOF CUSTOMWM WSYSTEMS, NG IS PROMBRED. WINDOW WRAP BYINSTAUM SEAIANTBEHIND BY INSTALLER MAX SHIM I iM! MIN EMBEDMENT 2 BY WOOD BUCK BY OTHERS [A] MIN. EMBEDMENT INSTALL TIONANCHOR. 08 WOOD SCREW ANCHOR W/WASHER [E] E VERTICAL SECTION B FIN IWOOD) PRWRETMYMDCOWDN 12/14/11 T�WFORNOTIONCANTAINEDINTHISDRAVANDISTHESOLE PROP OFCUSTOM WINOO:ISYSTE INC.PNYREPRODIICRONIN PMTMMAMIXEWRHOUfTHE WWTTENPERMISSION OF CUSTOMWIN SYSTEMS, MGIS PROMDBFD. MIN EMBEDMENT MAXSHIM e HORIFWN( (SL WOOD) REFERENCE NOTES IAISEENOTE 10,SHT1 PI SEE NOTE 253, SHT2 ICISEENOTE 4,SHT2 [OISEENOTE 5.SHT2 IEI SEE NOTE 5, SHT 2