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�`. INSTALLATION NOTES: Alpum 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION ATRIUM CORPORATION ;`,ti' r SHOWN. R'IX Do Ts AXD D 0 a A 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM SERIES 120/130 ATRIUM WINDOWS AND DOORS NUMBER OF ANCHORSTO BE USED FOR PRODUCT INSTALLATION OF THE �sssow MAXIMUM SIZE LISTED. e.uns.3Duls(M' 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF t1/2 HORIZONTAL SLIDER vx:Nu s3�-IG96 IAL tZ1<WZad736 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL(I.E., Z: WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT r/i m m X CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. p r Z O Q i a 0 m 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING .My H ¢ p S--d a a 3 9 ^ SHIM(5).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/41NCH.SHIM WHERE O w (0 m m a a- SPACE OF 1/161NCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED n e7 Z 2.1 d�I OF HIGH DENSITY PLASTIC OR BETTER. - GENERALNOTES: Ccr O m� S. THROUGH FRAME:FOR INSTALLATION INTO WOOD FRAMING USE#10 W a 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED F y to m WOOD-SCREWS THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE 1 O g 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. TO COMPLYE CURRENT I AND CURRENT FLORIDA BUILDING CODE(FBC),EXCLUDING HVHZ x a W a AND HAS BEEN 6. THROUGH FRAME:FOR INSTALLATION THROUGH 1X BUCK TO EVALUATED ACCORDING TO THE FOLLOWING: TABLE OF CONTENTS J z a CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY,USE 3/16 • AAMA/WDMA 101/I.S.2/A440-05/08 r i INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 11% SHEET REVISION SHEET DESCRIPTION 4 _ INCH MINIMUM EMBEDMENT. 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY REMARKS BY DATE AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM 1 C GENERAL&INSTALLATION NOTES CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED A-FBC Sth ED.CODE CHANGE SM 06.03.14 7: THROUGH FRAME:FOR INSTALLATION INTO METAL STUD OR APPROVED 2 C ELEVATIONS MULLION USE#10 GR..5 SELF TAPPING SCREWS THROUGH THE FRAME OF PRODUCT LOADS TO THE FOUNDATION ISTHE RESPONSIBILITY OF 9-74"X63"DP REVISION tAGi7 SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF 3 C ANCHOR LAYOUTS C-FBC 2017 CODECHANGE BEYOND METAL FRAME SUBSTRATE. INSTALLATION. 4 C VERTICAL SECTIONS&GLAZING DETAIL 8. THROUGH FIN:FOR INSTALLATION INTO WOOD FRAMING USE#8 WOOD 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 5 C HORIZONTALSECNONS IMe�xovwi xor.eieaouuaow aie SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH TO ACHIEVE 11/21NCH ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE WiMOUfNAnTaVC9xSEM Oi MtpxG D0.0�WG STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE .�Pp,GT10N5•"p0A10Nx"w""Gx""c*00.°s"t^ MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR s*oµs oomavrtxorenr�ncoaxo 9. THROUGH FIN:FOR INSTALLATION INTO METAL STUD OR APPROVED THE PROJECT OF INSTALLATION. Digitally signed6yjQX.➢Nomm.P.E -. MULLION USE#8 GR.5 SELF TAPPING SCREWS THROUGH THE FIN OF Reason:I a��qq��aPAt66 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND Date:20 9Yj: ,D5 nt SUFFICIENT LENGTH TO ACHIEVE AMINIMUM OF3THREADS PENETRATION \iG" V MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE.IF BEYOND METAL FRAME SUBSTRATE. �Q� SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE MAX OA SIZE 5 REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR `Z O 30. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, DESIGN MISSILE IMPACT •� ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE CONFIGURATION PRESSURE RATING 7 INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. WIDTH HEIGHT r WITH THIS DOCUMENT IN NON-HVHZ AREAS. 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF :• T T qF CORROSION RESISTANT MATERIAL OR HAVEACORROSION RESISTANT 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS 74" SO" XO +/-50 PSF NON-IMPACT / COATING. PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 74" 63" XO +/-35 PSF NON-IMPACT i Ox, $ 6. WINDOW FRAME MATERIAL:PVC 108" SO" XOX +/-50 PSF NOWIMPACT '��SS/••••••••�C�G\��` 5 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS 7, DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO 108" 63" XOX +/-30 PSF NON-IMPACT MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED a.OWA PX_xa 7377a FACE SHELL OF BLOCK. a IN ACCORDANCE WITH THE CURRENT FBC ueoix c oRa see a uM MOPs,we e1w. ale 5 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR EBPE CERT.of wmoavwna xo 2ss7a .E MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT 8. GLASS SHALL MEET THE REQUIREMENTS OF ASTM E 1300 GLASS F BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM CHARTS.SEE SHEET 4 FOR GLAZING DETAIL. FL#: STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. F L20472 9- ALL SILL PENETRATIONS(WHETHER OR NOT FILLED WITH AN 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON INSTALLATION ANCHOR)ARE TO BE OVER SEALED WITH AN DATE: 10.03.17 SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: APPROPRIATE SILICONE SEALANT. c A.WOOD-MINIMUM SPECIFIC GRAVITY OF0.55. DWG.B CHK.BY: B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF3000PSI. AR/AG HFN C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH SCALE: NTS s MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS •I E TO ASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 200D PSI. DWG.#: ATR116 D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. SECTION: E.STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM 18 GA.WALL THICKNESS. F. ALUMINUM-MINIMUM ALLOY 6063-TS.MINIMUM WALL THICKNESS OF 1/16"(0.0625"). OF 5