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HomeMy WebLinkAboutANCHOR LOCATIONS & SPACING37-3/8" OVERALL MAX. 36" BUCK MAX. (Z-BAR) 13-1/16" MAX. SH OR PW 80-11/16" INSERT OVERALL 27-1/2" 20" MAX. MAX. MAX. /® SEE 80" BUCK / NOTEMAX A (BAR) n FLORIDA PRODUCT APPROVAL #331 73-OVERALL MAX' 7 3 BUCK MAX. BAR) 13-1/16" MAX. SH OR PW SH OR PW INSERT INSERT 27-1 /2" MAX. 16" kLL IMPACT RATING DESIGN PRESSURE RATING GENERAL NOTES : NON -IMPACT RESISTANT +65.0/-70.0 PSF 1) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. 2) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. 3) SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO SUBSTRATE EDGE (EXCLUDING FINISH OR STUCCO). 4) SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 5) ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA BUILDING CODE. 6) ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR 21" MAX. WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 7) MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, 2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS 12-5/8" 12-5/8" COMPLYING WITH ASTM C-90. GLAZING COMPLIES WITH ASTM El300. MAX. Lj I if if MAX. 8) THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE 3-15/16" 14-7/8" 1 EVALUATION OF WOOD SCREWS. r MAX. MAX. �I I� 6„ MAX. 3 15/16„ 14-7/8" MAX. 9) IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE TABLES, ALWAYS ROUND UP TO THE NEXT LARGER VALUE. 6'-8" HI SINGLE (X) 6'-8" HI DOUBLE (XX) MAX. TARI F 1- 37-3/8" OVERALL MAX. 36" BUCK MAX. (Z-BAR) 13-1/16" MAX. SH OR PW 96-11/16" INSERT OVERALL 23-3/4" MAX MAX. it 23-5/8" MAX. k- 12-5/8" MAX. 14-7/8" MAX. 12-1/4" MAX. ® SEE NOTE O A 96" BUCK MAX (Z-BAR) 21" MAX. v Ir MAX. 8'-0" HI SINGLE (X) 73-OVERALL MAX' BUCK 72" BUCK MAX. (Z-BAR) 13-1/16" MAX. SH OR PW SH OR PW INCFRT 23-5/8" MAX. 14- MAAX.X. 6" MAX. �^I 8'-0" HI DOUBLE (XX) ANCHOR LOCATIONS & SPACING 96-11 /16" OVERALL MAX. As -Tested Configurations Max. Nom. Size (in) Configuration Swing Direction Frame Type Sill Type DP (PSF) Certification Number Glass 36x80 Single (X) Out -swing Z-bar/Box High (bumper) +/- 50 190-789, 791 36x96 Single (X) Out -swing Z-bar/Box Medium (bumper) +1- 35 190-792 Min. 118" Temp., 72x96 Double (XX) Out -swing Z-bar/Box Medium (bumper) +/- 35 36x96 Single (X) Out/ln-swing Z-bar/Box Low (saddle) +/- 35* 793, 794 Mono. or I.G. 72x9fi Double (XX) Out/In-swing Z-barlBox Low (saddle) +/- 35* *Limited Water (Water Infiltration Tested at 0 psf , TARI P 9- Anchor Substrate Min. Edge Distance Min. Embedment #12 Steel SMS (GS) #12S.S. SMS 18- #12 18-8 S.S. SMS P.T. Southern Pine (SG=0.55) 9116" 1-3/8" Aluminum, 6063-T5' 318" 1/8" Steel, A36* 3/8" 0.045" (18 Ga ) Steel Stud, A653 Gr. 33* 318" 0-045" (18 GO 114" Elco Ultracon Concrete (min. 2.85 ksi) 1" 13/8" Ungrouted CMU, (ASTM C-90) 1" 1-114" 114" DeWalt Ultracon+ Concrete (min. 3.00 ksi) 1" 1-318" Ungrouted CMU, (ASTM G-90) 1" 1-114" 1/4" Elco 410 S.S. CreteFlex Concrete (min. 3.35 ksi) 1-314' 1" Urouted CM ngU. (ASTM C-90) 1-3/41' 1-114" NOTE: FOR ALL METAL SUBS I RA I ES, SCREW EMBEDMENT SHALL BF - MIN. 3 THREADS BEYOND INSIDE FACE OF MATERIAL. NOTE A: LJ ANCHORS ARE REQUIRED WITHIN 3" OF THE CENTERLINE OF THE HANDLE AND/OR DEADBOLT. "1 N CD290 1 OF 3 � 6 CD290-FPA IflA A. LYP E . # 58 05 P E BOX FRAME, BOX FRAME, TABLE 3: HARDWARE (ALL FRAME TYPES) HEAD INSTALLATION HEAD INSTALLATION (DIRECTLY TO SUBSTRATE) (USING 1X WOODBUCK) SHIM EDGE DISTANCE EDGE DISTANCE EMBEDMENT EMBEDMENT 1X O O WOOD EXTERIOR SHIM SHIM O OPTIONAL ILL] OPTIONAL BOX FRAME, SINGLE HUNG OUT -SWING JAMB INSTALLATION INSERT SHOWN SHOWN (DIRECTLY TO SUBSTRATE) OPTIONAL OUT -SWING OPTIONAL SHOWN IN -SWING SHOWN 1X WOOD SHIM EXTERIOR EXTERIOR O O OPTIONAL OPTIONAL FIXED LIGHT FIXED LIGHT INSERT INSERT EXTERIOR SHOWN SHOWN OPTIONAL OPTIONAL FIXED SIO�y NGLE OPTIONAL LIGHT INSERT HUNG IN -SWING BOX FRAME, SHOWN INSERT SHOWN JAMB INSTALLATION SHOWN (USING 1X WOODBUCK) OPTIONAL FIXED LIGHT OPTIONAL 0000000°o 0000 0°000°o°o°o°a° 0 0 0 0 0 0 0 0 0 0 0 0 0 INSERT KICKPLATE INSERT o0000000000000 o0000000000000 SHOWN o0000000000000 o000000000000o INSTALLATION NOTES: SHOWN °o°o°o°o°o°o°o °o°o°o°o°o°o°o 00000000000000 000000°0000000 00000000000000 0 0 0 0 0 0 0 1) SEE SHEET 1 FOR SPACING COPYRIGHT © 2020 OPTIONAL REQUIREMENTS. PGT INDUSTRIES, INC. ADJUSTABLE LIMITED LICENSE TO MAKE BUG SWEEP 2) SEE TABLE 2 FOR ANCHORAGE COPIES FOR PERMITTING. (SADDLE AND SUBSTRATE REQUIREMENTS. CERT. OF AUTH. #29296 THRESHOLD EXTERIOR EXTERIOR EXTERIOR ONLY) 3) MAX. SHIM THICKNESS TO BE 1/4". 107 j1ffHNWA' DRIVE N. V MiC'E 7 (94 80-1600 4) FOR HARDWARE DETAILS, SEE ♦ O • , - I , • . OPTIONAL OPTIONAL OPTIONAL TABLE 3. �� SADDLE 1-7/16" 2" BUMPER =� THRESHOLD BUMPER THRESHOLD SHOWN THRESHOLD SHOWN SHOWN NO.58705 —_ 4110/26/2 — 0 STATE OF BOX/Z-BAR FRAME, CABANA DOOR INSTALLATION o 09/30/11 %`�S ., ,.. �Cj\�� S SILL INSTALLATIONS Q) BOX FRAME INSTALLATION m J ROSOWSKI �ONAL CD290 2 OF 3 Tj oZ CD290-FPA A A. LYNN MILLER, P.E. P.E.# 58705 Part# Description 7CDSP Lock Strike Plate BFLATM Striker Backing Plate 7CDSPDB Deatlbolt Stoke Plate 78516J6 N8-32 x .375 Ph. FI. S.S. 4UBLOK Lock Support Assy. 7634FW i16 x .750 Ph. FI. SMS 7CDSP Lock Strike Plate (Active Slab) BFLATM Stoker Backing Plate (Active Slab) 7CDSPDB Deadbolt Strike Plate (Acli�e Slab) 7&516XS it8-32 x .375 Ph. FI. S.S. (Active Slab) BCDRIMW Rim Foam Insert 7DEAD DeadbolVKnob (Active) 7KNOBQ Knob Set (Inactive) 7CDKLOKB DeadbalVKnob -Polished Brass (Active) 7DBLK6 Double Locksel 89333W Hinge 41704 Hinge Pin Gap 41705 Hinge Pin Bushing 7)OOK)M Hinge Pin M45 Hinge Rivet 7834FPTW #t3 x .750 Ph. FI. TEK SMS SHIM Z-BAR FRAME, Z-BAR FRAME, HEAD INSTALLATION HEAD INSTALLATION (DIRECTLY TO SUBSTRATE) (USING 1X WOODBUCK) EDGE DISTANCE EDGE DISTANCE EMBEDMENT / t rl///// EXTERIOR EMBEDMENT 1X O WOOD O OPTIONAL I n / // SHIM SHIM OPTIONAL Z-BAR FRAME, SINGLE HUNG OUT -SWING JAMB INSTALLATION INSERT SHOWN SHOWN (DIRECTLY TO SUBSTRATE) OPTIONAL OPTIONAL OUT -SWING IN -SWING SHOWN SHOWN 1X WOOD aa SHIM EXTERIOR EXTERIOR O O 1-714 OPTIONAL OPTIONAL FIXED LIGHT FIXED LIGHT INSERT INSERT EXTERIOR SHOWN SHOWN OPTIONAL OPTIONAL FIXED SINGLE OPTIONAL LIGHT INSERT HUNG IN -SWING Z_BAR FRAME, SHOWN INSERT SHOWN JAMB INSTALLATION SHOWN (USING 1X WOODBUCK) OPTIONAL FIXED LIGHT OPTIONAL INSERT KICKPLATE °o°o°o°o°o°o°o °o INSERT o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SHOWN/Al o0000000000000 0o00000000000o INSTALLATION NOTES: SHOWN °o°o°o°o°o°o°o °o°o°o°o°o°o°o o°o°o°0000000° 0000000°o°000° o°o°o°o°o°o°o° o 0 0 0 0 0 0 1) SEE SHEET 1 FOR SPACING COPYRIGHT © 2020 OPTIONAL REQUIREMENTS. PGT INDUSTRIES, INC. ADJUSTABLE LIMITED LICENSE TO MAKE BUG SWEEP 2) SEE TABLE 2 FOR ANCHORAGE COPIES FOR PERMITTING. (SADDLE AND SUBSTRATE REQUIREMENTS. CERT. OF AUTH. #29296 THRESHOLD EXTERIOR EXTERIOR EXTERIOR ONLY) 3) MAX. SHIM THICKNESS TO BE 1/4". 107 jfpHN Y DRIVE N. V Nk 47p.(4 80-1600 4) FOR HARDWARE DETAILS, SEE ♦ OPTIONAL OPTIONAL OPTIONAL TABLE 3. SADDLE 1-7/16" 2" BUMPER =� VkCENSF THRESHOLD BUMPER THRESHOLD SHOWN THRESHOLD SHOWN SHOWN NO.58705 -_ 10/26/2. 0� - 0 STATE OF BOX/Z-BAR FRAME, CABANA DOOR INSTALLATION It 1 o 09/30/11 �Cj��\ SILL INSTALLATIONS Z-BAR INSTALLATION & J ROSOWSKI�ONAL CD290 DOF3 OF 3 oZ CD290-FPA A A. LYNN MILLER, P.E. P.E.# 58705