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P A PRODUCTS SilverUne INSTALLATION NOTES: SILVER L I A 1 E B 1 I L®I�1,/ �' bvAndersen 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION LINE BUILDING~W■V"IA SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 15 THE MINIMUM SERIES 70 MODEL 2127 NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION Of THE w I N o o sv c•o 0 0 h s MAXIMUM SIZE LISTED. ONE SILVEnLINE DRIVE 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 21/2 EXTRUDED VINYL SINGLE HUNG WINDOW NORhl:(7OMU52435-1N7OB902 PH:(752)9a5-IODD INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT DETAILS (I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT (NON—IMPACT) U m m CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. N 3 {Zy m Q 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING w w ut N o 2 SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH.SHIM WHERE GENERAL NOTES: O Z�++ 11 u?m SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED ri {-2 u °= OF HIGH DENSITY PLASTIC OR BETTER. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND o = MANUFACTURED TO COMPLY WITH THE 6TH EDITION n Z ¢ z m U S. FIN INSTALLATION:FOR INSTALLATION INTO WOOD FRAMING USE 08 WOOD FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS w 2 w m SCREWS OR 11 GAUGE ROOFING NAILS OR 10d COMMON NAILS OF SUFFICIENT BEEN EVALUATED ACCORDING TO THE FOLLOWING: P I- j o J H m e LENGTH TO ACHIEVE 1-1/2 INCH MINIMUM EMBEDMENT INTO WOOD TAS 202-94 LLuC t9 • m SUBSTRATE.INSTALLATION SHALL MAINTAIN MIN.3/8"EDGE DISTANCE. ASTM E330-02 Z UJ be ZI..r Oc • AAMA/WDMA/CSA 101/1.5.2/A990-08/11 W h ¢ w p n 6. FIN INSTALLATION:FOR INSTALLATION INTO METAL STUD USE R8 TABLE OF CONTENTS H-1 W rn SELF-TAPPING SCREWS,OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 2. ADEQUACY OF THE EXISTING STRUCTURAL t1C r^ THREADS PENETRATION BEYOND METAL WALL.INSTALLATION SHALL MAINTAIN CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING SHEET REVISION SHEET DESCRIPTION o_ MIN.3/8"EDGE DISTANCE. AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT 1 - INSTALLATION 8 GENERAL NOTES 7. THROUGH FRAME INSTALLATION:FOR INSTALLATION INTO WOOD FRAMING LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE 2 _ ELEVATION 6 ANCHOR LAYOUTS USE II30 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/2 INCH ENGINEER OR ARCHITECT OF RECORD F00.THE PROJECT OF MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. INSTALLATION. 3 - VERTICAL 6 HORIZONTAL SECTIONS(NAIL FIN) m 8. THROUGH FRAME INSTALLATION:FOR INSTALLATION THROUGH 1X BUCK TO 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 4 - VERTICAL&HORIZONTAL SECTIONS(THROUGH FRAME) CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY,USE 3/16 INCH ANCHORED AS SPECIFIED HEREIN.REFER TO SHEET 5 FOR 5 HORIZONTAL SECTIONS,BUCK INSTALLATION,GLAZING DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1-1/4 INCH FURTHER DETAILS OF BUCK INSTALLATION. - DETAIL,6 REINFORCEMENT Z MINIMUM EMBEDMENT.INSTALLATION SHALL MAINTAIN MIN.1 3/4"EDGE 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE O DISTANCE. GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR H Z 9. THROUGH FRAME INSTALLATION:FOR INSTALLATION INTO METAL STUD USE A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION RID SELF-TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITEO- OF 3 THREADS P NETRATION BEYOND METAL WALL. SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN Oc U 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, NON-HVHZ AREAS.IN HVHZ AREAS,ONETIME PRODUCT w APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR LLU INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. AHJ Q.I p 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON MAX OVERALL SIZE CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. DESIGN MISSILE COATING. CONFIG. WIDTN HEIGHT PRESSURE IMPACT RATING 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL 6. WINDOW FRAME MATERIAL:PVC 1(Dll I1J 11/ INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED 7, IN ACCORDANCE WITH THE 6TH EDITION FBC,WOOD 52" 62.50" O/X •62.0/-65 PSF NON IMPACT Z FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED Q' ti7 Aipp,,�° BLOCK. OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN 52" 73" O/X *55/-60 P5F NON IMPACT �-;<� a CHAPTER 23. 2 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR r�i �•. ' MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE 8. GLASS MEETS THE REQUIREMENTS Of ASTM E 1300 R USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH GLASS CHARTS.SEE SHEET S FOR GLAZING DETAILS. SPECIFIED BY THE ANCHOR MANUFACTURER. = ~ •" 75 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON �y SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: �i d'�y O� - A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. iA Pfi W B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. /yy1111*I 1111LL1Y C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 20DO PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. �L Do U) OD MI J LA D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH Q Do V) 2:LL U Z MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI, E. STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM WALLTHICKNESS p U L.) OF 47.8 MIL(0.0478"or 18 GAUGE).MIN.1/2"EDGE DISTANCE. F. ALUMINUM-MINIMUM ALLOY 6063-TS.MINIMUM WALL-THICKNESS OF DWG#`:. ' ,L 1/16".MIN.1/2"EDGE DISTANCE. 5 VI/D O 1 O Digitally signed by Hermes F.NDrero,P.E. YY Reason:I am approving this document FL#: FL 19715 Date:2017.06.1421:59:50-04'00' SHEET: 1 OF