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HomeMy WebLinkAboutWINDOW CASEMENT PAPERWORK,�; (0-x(106 SEE "CORNER CONSTRUCTION" DESCRIPTION ON THIS SHEET R w H O S2 ww J = mw w ww N V) X 3� O o� z w w LN 6" MAX. SEE WINDOW SIZE TABLE ON THIS SHEET FOR MAX. FRAME WIDTH (F.W.) VTYP. FRAME SCREW WHERE SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR SHEAR SCREW REQUIREMENTS. SINGLE WINDOW ALLOWABLE SIZE MAXIMUM FRAME DIMENSIONS LONG SIDE (IN.) SHORT SIDE (IN.) 73 59 78 55 84 51 90 47 96 44 108 39 120 35 D.L.O. = F.W. - 5 3/4" j WITHOUT NAIL FIN APPLIED: 9" MAX. O.C. WHEN WINDOW SHORT SIDE FRAME DIMENSION IS " GREATER THAN 42". 12" MAX. O.C. WHEN "A" "B" DIMENSION IS 42" OR LESS. WITH NAIL FIN APPLIED: 12" MAX. O.C. FOR ALL 6" WINDOW WINDOW 6" 6" MAX. 6" MAX. EXTERIOR ELEVATION s Max. GENERAL NOTES SINGLE FIXED CASEMENT SCALE: 3/4"=1'-0" 1. THESE WINDOW SYSTEMS HAVE BEEN TESTED, ANALYZED AND APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE ALLOWABLE DESIGN LOADS- TABLE(S). 2. BUCKING, OPENINGS & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. 13. ALL HARDWARE & FASTENERS SHALL. BE IN ACCORDANCE WITH THESE DRAWINGS & MAY NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. 4. THE DETAILS & SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED & PROPOSED FOR WATER, AIR, IMPACT, CYCLIC & UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH FLORIDA BUILDING CODE PROTOCOLS TAS-201, 202 & 203 FOR LARGE MISSILE IMPACT WINDOWS. 5. THESE WINDOW SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE (FBC) INCLUDING HIGH VELOCITY HURRICANE ZONES (HVHZ). 6. IMPACT SHUTTERS ARE NOT REQUIRED WITH THESE WINDOWS. 7. ALL ANCHORS SHALL BE INSTALLED AS SPECIFIED ON -THESE DRAWINGS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 8. ALL FRAME ANCHORS SECURING WINDOW FRAME TO PRESSURE TREATED BUCKS OR WOOD FRAMING SI4ALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. 9. MATERIALS. INCLUDING BUT NOT UMDED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BUILDING CODE SECTION 2003.8.4. CORNER CONSTRUCTION: WOOD JAMB• E VINYL NAIL' FIN IS ONLY REQUIRED WITH SINGLE WINDOWS WHEN FRAME ANCHOR SPACING EXCEEDS 9" O.C. i 6" MAX. VINYL NAIL FIN IS REQUIRED WITH 1 ALL MULLED WINDOW UNITS. NO. 7 FIN SCREWS WITH MIN. 7/8" BUCK EMBED WITHIN 5" OF CORNERS MAX. 7" O.C. (1) ALLOWABLE DESIGN PRESSURE (MULTIPLE UNITS) MULLION LOAD ALLOWABLE SPAN WIDTH PRESSURE (IN.) (IN.) (+/-PSF) 47 60.0 73 53 53.2 59 47.8 . 47 60.0 53 54.7 71 59 49.1 65 53 60.0 59 53.7 59 59 60.0 (1) SEE SINGLE WINDOW PRESSURE TABLE FOR ALLOWABLE PRESSURE ON SINGLE UNITS. 5" MAX. CENTERLINE 3 CENTERLINE I i - - -; c I 2 v I WINDOWS MAY BE STACKED HORIZONTAL OR VERTICAL. (IF ADDITIONAL SHEAR VERTICALLY STACKED, SCREWS WHERE SHOWN MANUFACTURER MUST INSURE AT MULLION ENDS. SEE THAT THE DEAD WEIGHT OF "FRAME ANCHOR THE WINDOWS DOES NOT REQUIREMENTS TABLE" CAUSE ANY WINDOW FAILURES ON THIS SHEET FOR OR DEFORMATIONS) SHEAR SCREW REQUIREMENTS. 3" X 20" X 16 GAGE PLATE FOR MAX. LOAD WIDTH, CENTERED WITH MULLION & SEE MULLION LOAD _^il TABLE ON THIS SHEET SECURED TO EACH WINDOW LOAD WIDTH = (A+B)/2 FRAME WITH SIX(6) NO. 8 X 5/8" F.H. SCREWS (12 TOTAL EXTERIOR ELEVATION PER PLATE). TYP. EACH MULTIPLE FIXED CASEMENT UNIT MULLION END. SCALE: 3/4"=1'-Q" (MAX. FOUR UNITS MAY BE COMBINED IN ONE OPENING) SEE SINGLE WINDOW ELEVATION FOR DETAIL NOT SHOWN FRAME ANCHOR REQUIREMENTS TABLE OPENING TYPE (SUBSTRATE) JAMB TO OPENING FASTENER TYPE MINIMUM EMBED MINIMUM EDGE DIST. 2X_ WOOD FRAME OR BUCK NO. 10 SMS SCREW CMU/CONCRETE 113/16" CONCRETE SCREW 11)CONCRETE SCREWS SHALL BE ELCO OR ITW RAMSET/RED HEAD TAPCONS, HILTI KWIK-CON II OR POWERS RAWL TAPFER (HARDENED STEEL OR S.S.). ON STAPLES PER CORNER. *ANCHOR JOINED WITH (3) 1/2 x 2 1/4 is GA. «ANCHOR NOTE.• FRAME MAY BE EITHER DIRECT MOUNTED TO THE OPENING, JAMB CLAD: MITER CUT AND JOINED WITH CORNER KEY AND (2) NO. 6 X I/2" MOUNTED ONTO A CONTINUOUS WOOD SPACER, OR ANCHORED TO A MIN. SCREWS PER CORNER. 2x4 NO. 3 SOUTHERN PINE WOOD BUCK. WHEN ANCHORED TO A 2x4 WOOD SASH • SASH IS MORTISED & TENONED, JOINED WITH (1) 1 1/2' 15 GA BUCK, NO. 10 SHEAR SCREWS SHALL BE USED. WHEN - MOUNTED FINISH NAIL PER CORNER AND GLUED WITH A THERMOSETTING EMULSION ADHESIVE, DUROLOK BY NATIONAL STARCH & CHEMICAL COMPANY. OR MOUNTED WITH SPACER, 3/16" CONCRETE SCREWS SHALL BE USED. SASH CLAD: LAPPED AND MITERED AT CORNERS. SEE °ANCHOR REQUIREMENTS TABLE" FOR EMBED REQUIREMENTS. ALLOWABLE DESIGN PRESSURE (SINGLE WINDOW) GLASS MAX. WINDOW FRAME ALLOWABLE OPTION AREA (SQ. IN.) PRESSURE (F.H. X F.W. = AREA) (+/-PSF) 1 4307 (29.9 S.F.) 75 2 2555 17.74 S.F. 75 (1) SEE MULTIPLE UNIT PRESSURE TABLE FOR ALLOWABLE PRESSURE ON MULLED UNITS. (2) WINDOW FRAME AREA SHOWN MAY NOT BE EXCEEDED FOR EITHER GLASS OPTION. SU Y ED St Lurie Cowty n n a a to z 0 J is v N OF "(If MIN. 2X4 BUCK/FRAMING & BUCK ATTACHMENT BY OTHERS PLACE CONIINU( SEALANT BEHIND NAIL FIN MIN. 2X4 BUCK/FRAMING & BUCK ATTACHMENT BY OTHERS 1/4" MAX. SHIM AT FRAME WIDTH (F.W.) _ NAIL FIN & FIN FASTENER REQ'D WITH EACH ANCHOR MULLED UNITS ONLY. NOT REQ'D WITH MIN. 2X4 SINGLE WINDOWS. (SEE ELEVATIONS) BUCK/FRAMING & 1 FRAME ANCHOR PER ELEVATIONS 20 1/4" MAX. SHIM AT EACH ANCHOR I )O 1 u 3 12 21 15 SEE GLAZING DETAIL ON SHEET 3 w 21 12 h 1/4" MAX. SHIM AT EACH ANCHOR SILL -ANCHOR SECTION q PER ELEVATIONS SCALE: 1/2 FULL 2 BUCK ATTACHMENT. I O/ v . BY OTHERS FRAME ANCHOR PER ELEVATIONS NAIL FIN & FIN FASTENER REQ'D WITH MULLED UNITS ONLY. NOT REQ'D WITH SINGLE WINDOWS. _SEE ELEVATIONS) _ PLACE CONTINUOUS SEALANT BEHIND NAIL FIN WOOD COVER AS REQUIRED n SEE GLAZING DETAIL ON SHEET 3 EXTERIOR SECTION e SCALE: 1/2 FULL 2 1" X 5/8" CORRUGATED FASTENER WITHIN 4" OF ENDS & 6" TO 8" O.C. MAY OPTION TO USE NO. 10 X 2 1/2" SCREW WITHIN 6" OF ENDS AND MAX. 12" O.C. EA. SIDE IN LIEU OF 7n CORRUGATED FASTENERS EXTERIOR Q CONTINUOUS SEALANT BEHIND MULL COVER SECTION SCALE: 1/2 FULL 2 FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS SCANNED Sit Lucie County z o�mo w"o woo OP., I IL K Z C N soaco a C7 m a Y NOm w LLJ 3a� z w c 5v. U� am i V) m 3� mom maW m u d OF 9/16" LAMINATED ANNEALED GLASS (SEE OPTIONS BELOW) DOW 899 SILICONE 9/16" MIN. BITE EXTERIOR 1/2" ADHESIVE ACRYLIC FOAM TAPE SETTING BLOCK-/ lJ AS REQUIRED HOT MELT GLUE TYPICAL GLAZING DETAIL OPTION 1: 9/16" DUPONT SENTRY GLASS PLUS LAMINATED (1/4" AN/0.09" SGP/1/4" AN) OPTION 2: 9/16" DUPONT BUTACITE PV8 LAMINATED (1/4" AN/0.09" PV8/1/4" AN) 3/16" CONCRETE SCREW (REF. CONTINUOUS'WOOD MEMBER LESS IN SIZE THAN SHEET 1 FOR LOCATIONS & A 2X- BUCK TO BE MIN. 3 1/2" DEEP. NOT INSTALLATION REQUIREMENTS) REQUIRED WHEN 1/4" OR LESS SHIM SPACE EXISTS (USE SHIMS AT EACH ANCHOR ONLY). r• d� •'d SEALANT OTHERS LEDs l I ggFllalm OPTIONAL DIRECT MOUNT DETAIL (NOT APPLICABLE WITH MULLED UNIT FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS (HEAD SECTION SHOWN; SIDES AND SILL SIMILAR) :M #1 PART # 1 35BG JAMB 2 1A5S SASH 3 3OC4 SILL STOP 4 - GLASS STC 6 7 9 1C — 11 10.827 � 0.532 ®GLASS STOP 4.203 O NLI MULLION 12 15 16 COVER COVER )N CLIP ITEM DESCRIPTION SASH SPACER NAIL FIN - HARDWARE FIXED SASH STRIKE (0.060" X 1.688" X 0.35" X 0.987") SEALS AND SEAI PVC WEATHERSTRIP PVC RAINSTRIP MANUFACTUR t WOOD * WOOD * WOOD * WOOD 6063-T6 ALUMINUM 3003-1-114 OR 3105- 6063-T6 ALUMINUM 6063-T6 ALUMINUM RIGID PVC .0235"-ALUMINUM 304 STAINLESS STEEL 20 1 - 11 3 8" RING SHANK NAIL 4" FROM CORNERS & 6" - 8" O.C. 21 - 8 X 3/4". PH 2 PER SASH STRIKE CLIP 22 11 2" x 5 8" STAPLES 1 PER SPACER 23 115 GA. X 1 1/4" FINISH NAIL 3" FROM CORNERS & 6" MAX. O.C. * WOOD USED WITH TEST UNITS WAS SELECT WESTERN PINE. ALTERNATE WOOD SPECIES TO BE APPLICABLE WITH THESE WINDOWS IS MIN. SELECT MAHOGANY, PONDEROSA PINE, SOUTHERN PINE, WHITE OR RED OAK, CHERRY, MAPLE, DOUGIAS FIR, HICKORY, TEAK, WALNUT, LYPTUS, & ALDER. O1 JAMB 1.055 0.040 20 ( FRAME COVER 0.062_ .330 TO .484 -- 11.062-- 10 SASH SPACER 1B60r I— 1.697 -� f O2 SASH 0.589 0.024 1.922 ©SASH COVER 1.703 I+- r 0.024 11 NAIL FIN F1.920 r— (3)SASH STOP E 0.861 �j�0.328 0.047 T O7 MULLION CAP SCANNED St. Lucie CoijO, v.,UNII 0 0 z �3 w C', o W g � N O Uo~LI 10¢ Z Q ¢-w X Vogl J W CN 0 W a o B o 3 o� 3 U n Z 7ON za n! d� „ o Wrz �n toCn I-2 inn yc�i z � m3 ma0 z i Pia n LLI LIN-, SHEET 1 3 of