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HomeMy WebLinkAboutPerma Shield Awning4 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR CUP IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF±1/2INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL(I.E., WITHOUT ,CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE 'INSTALLATION ANCHOR TO THE NEXT. -',.INSTALLATION CLIP: FOR INSTALLATION THROUGH 2X WOOD FRAME USE TWO (2) #8 WOOD SCREWS OR ONE (1) #12 WOOD SCREW PER INSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. S. INSTALLATION CLIP: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 3116INCH ITW TAPCON PER INSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM EMBEDMENT. G. INSTALLATION CLIP: FOR INSTALLATION THROUGH METAL STUD USE TWO (2) #8 SELF -DRILLING SCREWS PER INSTALLATION CUP OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION THROUGH METAL FRAME SUBSTRATE. 7, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. % B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000PSI. C.MASONRY- STRENGTH CONFORMANCETO ASTM C-90, GRADE N, TYPE 1(OR GREATER). D. STEEL -MINIMUM YIELD STRENGTH OF 33 KSi. MINIMUM WALL THICKNESS OF 33 MILS (20 GAUGE). E. ALUMINUM -1/8" MINIMUM THICKNESS (6063-TS). ANDERSEN CORPORATION, INC 400 SERIES PERMA-SHIELD AWNING (IMPACT -.MONO LAMI) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE STH EDITION FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 • TAS 202-94 • TAS 203-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED TO PROTECTTHIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PONDEROSA PINE OR EQUAL (MINIMUM SPECIFIC GRAVITY OF 0.40) 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 3 FOR GLAZING DETAILS. 8. DESIGNATIONS "X"AND"0" STAND FOR THE FOLLOWING: X: OPERABLEPANEL 0: FIXED PANEL 9. IN ACCORDANCE WITH THE FBC, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. 10.CUSTOM SIZES AVAILABLE UPON REQUEST. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A GENERAL 6 INSTALLATION NOTES 2 - ELEVATIONS 6 ANCHOR LAYOUTS 3 - VERTICAL A HORIZONTAL SECTIONS 6 GLAZING DETAIL 4 - COMPONENTS 6 BILL OF MATERIALS UNIT MAXIMUM SIZE DESIGN PRESSURE MISSILE IMPACT RATING A W51 59-7/8" X 28-3/8" - 67.0 /- 82.0 PSF LARGE 6 SMALL MISSILE IMPACT AX51 59-7/8" X 31-1/2" - 60.0 /- 65.0 PSF Digitally signed by Hermes F. Norero, P•E. Reason: I am approving this document Date: 2015.04.21 14:08:35-04'00' WINDOWS -DOORS PH:(651)264-5150 FX:(651)264-5485 Z Zu�io� 10 V) a 0 LL' h O x 4. H n m z 14 2 Lu a w �1Zm N ♦ J 1 'D 00w� a r �P a a w F o g Q N m F m Z J I/I = U. x Uz DWG #: AW0069 SHEET: q OF 4 IUNIT SASH MAX. Via, _ MAX. HEIGHT D.L.O MAX. e \. HEIGHT 3011/32" HEIGHT 311/2° 27" UNIT MAX. WIDTH 59 7/8" SASH MAX. WIDTH 581/4" D.L.O MAX. WIDTH 55B 16" 3 ELEVATION ASSEMBLY NOTES: 1. OPERABLE UNITS: A. FULL LENGTH ALUMINUM SNUGGER (ITEM #13) AT HEAD. B. HINGE ASSEMBLY (ITEM #16) LOCATED AT TOP CORNERS OF EACH OPERATING SASH. C. METAL SWEEP LOCK WITH KEEPERS (ITEM #17) ON JAMBS. D. ROTO OPERATOR (ITEM #12) AT SILL. SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE ANCHOR LAYOUT INSTALLATION CLIP ANCHOR AT MIDSPAN OF EACH JAMB ANCHOR SCHEDULE QTY MIN. MIN. EDGE HEAD/SILL JAMB MAX. CORNER PER SUBSTRATE ANCHOR TYPE EMBEDMENT DISTANCE MAX. O.C. DISTANCE ON CLIP (in.) (in.) DISTANCE O.C. DISTANCE HEAD/SILL (in.) 2 WOOD #8 WOOD ANCHOR 1.50 0.75" MIDSPAN MIDSPAN 12" 1 WOOD #12 WOOD ANCHOR 1.50 0.75" MIDSPAN MIDSPAN 12" 1 CONCRETE 3/16" ITW TAPCON 1.25 2.50 MIDSPAN MIDSPAN 12" MASONRY 2 STEEL STUD 8 S SCREW ING 3 THREADS N/A MIDSPAN MIDSPAN 12" WINOOWS•DOORS 100 FOURTH AVE N NORTH BAYPORT. MN B50034M PH:(651)264-5150 FX+(651)264-5485 t m H m 0 Uwd O Z N O ¢ J Npp�M1n W m 1 e Oe a m�m� ulL. �0Faa 0 G zi F' Ll.l P4 F- J d c o W G i uj Q91 q 1L ¢ V) Z z H p LU w ix o LL F �i�y •�cPR_�: mti co -3 oco I� M_ �Z 2 OF 4 III s CAULK BETWEEN CONCRETE/MASONRY & 2X WOOD BUCK BY OTHERS 2X WOOD FRAMING BY OTHERS CAULK BETWEEN FIN & 2X WOOD BUCK EXTERIOR FINISH BY OTHERS PERIMETER SEALANT - BY OTHERS O.A. WINDOW HEIGHT 1 3/4" MIN. EDGE DISTANCE (2)#8 WOOD SCREWS OR • ,,A (1) #12 WOOD SCREW INSTALLATION ANCHOR INTERIOR PER CLIP :.:.:. 1-1/2" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE SEE GLAZING DETAILI EXTERIOR INTERIOR SEE GLAZING DETAIL rg--� VERTICAL SECTION 3 HEAD - U WOOD FRAME INSTALLATION CLIP EXTERIOR SEE GLAZING DETAIL O.A. WINDOW HEIGHT PERIMETER SEALANT BY OTHERS INTERIOR 3/16" ITW TAPCON INSTALLATION ANCHOR ONE (1) PER CLIP 1/4" MAX. SHIM SPACE 11/4' MIN. EMBEDMENT BY OTHERS f 4 11/8" MIN. EDGE DISTANCE DETAIL A/3 NOTES: A VERTICAL SECTION 1. OPTIONAL 1X WOOD BUCK MAY BE EMPLOYED. 3 SILL-CONCRETE/MASONRY 2. NAILING FIN OPTIONAL. INSTALLATION CLIP 1/4" MAX. SHIM SPACE 3 THREADS MIN. PENETRATION BEYOND METAL STRUCTURE METAL STUD FRAMING BY OTHERS #B SELF -DRILLING SCREW INSTALLATION ANCHOR TWO (2) PER CLIP SHEATHING 7A.6 BY OTHERS CAULK BETWEEN FIN & SHEATHING EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER SEALANT BY OTHERS WIDTH C HORIZONTAL SECTION 3 JAMB - METAL STUD INSTALLATION CLIP 10.1 MM O.A. LAMINATED GLAZING CONSISTING OF: 3,9 MM ANNEALED 0.090" PVB INTERLAYER BY DUPONT 3.9 MM ANNEALED 7/16" MIN. GLASS 11 BITE EXTERIOR INTERIOR GLAZING SILICONE DC 1350 GLAZING DETAIL 1 GLAZING NOTE: FOR INSTALLATION ABOVE 30 FT. ABOVE GRADE IN AREAS REQUIRING IMPACT RESISTANCE, ALL UNITS MUST BE SAFETY GLAZED OR COVERED BY AN IMPACT PROTECTIVE SYSTEM. WINDOWS -DOORS 100 FOURTH AVE N NORTH BAYPORT, MN 55003-I096 PH: (651) 264_5150 FX: (651) 2645985 VI N Z .P O 1—{� ¢ ,n -H1 p m g^g, W Hw O m�f A LU $5 m G ¢S c. ¢y Lu N f-¢ n ¢ mw� � fuL pa d > a Q 0 IL I� I3•*IIin z X, 1;56 Z I 3 OF 4 OFRAME JAMB WOOD ©FRAME , 1.1091, lA FRAME JAMB VINYL CLADDING PVC 2.713" 2.780" 1 2A FRAME HEAWSILL VINYL CLADDING PVC 2.713"� 2.530" OEXTENSION JAMB 3 WOOD 1.969" 1" 0.680" 11 GLAZING D ZING BEA �0.736" 0.721 OSASH RAIUSTILE WOOD/PVC 13 gNUMGGEP 0.834" 0.641" OINSTALLATION CLIP 27 30455 6.375" 0.024" 1.500" ®/q 80.188" (TYP.) BILL OF MATERIALS NO PART NUMBER DESCRIPTION MATERIAL MANUFACTURER 1 30836 RAM JAMB WOOD ANDERSEN 2 30838 FRAME HEAD SILL WOOD ANDERSEN 3 30208 EXTENSION JAMB WOOD ANDERSEN 4 NOT USED - 5 NOT USED - 6 NOT USED 7 30016 SASH RAIL STILE PVC WOOD ANDERSEN 8 40147/48 TRIM STOP JAMB WOOD ANDERSEN 9 40145 TRIM STOP HEAD WOOD ANDERSEN 10 40146 TRIM STOP SILL WOOD ANDERSEN 11 30894 GLAZING BEAD PVC 12 0102409 ROTO OPERATOR STEEL TRUTH HARDWARE 13 30442 SNUGGER ALUMINUM 14 #8 X 1 2' SNUGGER SCREW 15 NOT US D 16 30462/3 HINGES STEEL RUTH AMEROCKCORP 17 30813/4 LOCK WITH KEEPERS STEEL 18 0105827 WEATHER STRIPPING 9 NOT U5 - 20 NOT USED - 21 NOT USED - 22 BRAD NAILS 14/2LONG GALV.5TEEL 23 30172 FOAM WEATHERSTRIPPING 24 NOT USED 2A 30D23 FRAM AD SILL VINYL CLADDING PVC ANDERSEN -TA-- 30023 FRAME JAMB VINYL CLADDING PVC ANDERSEN 26 INSTALLATION CLIP 304 55 7 INSTALLATION CLIP 304 SS OTRIM STOP JAMB WOOD NOTE: 1. INSTALLATION CLIPS (#26 & #27) MAY BE USED INTERCHANGEABLY 2. INSTALLATION CLIPS SHALL BE ATTACHED TO WINDOW FRAME WITH TWO (2) #8 X 5/8" SCREWS OWOIM05TOP HEAD 1 2.000" r 0.8911, OINSTALLATION CLIP 26 304 55 3.000" 1.500" O o 00.210" (TYP.) 0.188" 0.024'J WINDOWS -Do ON PH: (651) 264 5150 F%: (651) 264-54a5 � Maa Z N O o Za 0 vj?mq zum,¢ �w:rLu � � m o w 90 -j m d m < p P w � �Q y M IT pI NOTE: ALL WOOD TO BE V) PONDEROSA PINE OR EQUAL Z TRIM STOP SILL C 10 WOOD z 2.000" > WV) w 1.155" T � p �JJQ,O ,0. n Lc y'•. ~ 0 .���'' y•* PRO � mti mz N ~ YL- ¢F m i _ _ ki z p V WG #: AWD069 HEET: 4 of 4