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Home My WebLink AboutSTOREFRONT OUTSIDE GLAZED-HVHZ IMPACT RATED0 12 - 0�7 J W-NMU BY 'Eude co"'M YKK AP AMERICA INC. SERIES YHS 50 F1 STOREFRONT OUTSIDE GLAZED - HVHZ IMPACT RATED INSTALLATION NOTES: 1. SEE SHEET 15 & 16 FOR ANCHOR TYPE REQUIREMENTS, MINIMUM EMBEDMENTS, AND MINIMUM EDGE DISTANCES. ALL ANCHOR REQUIREMENTS MUST BE ADHERED TO. ANY DEVIATIONS FROM ANCHOR REQUIREMENTS REQUIRES SEPARATE EVALUATION AND APPROVAL. 2. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 3. THE NUMBER OF INSTALLAT ON ANCHORS DEPICTED IS THE IC MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 4. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/2 INCH 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. 5. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARINGSHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A 8. 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. 9. 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. 10.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 3000 PSI. C. MASONRY - CMU UNIT STRENGTH CONFORMSTO ASTM C-90, WITH MIN. COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MIN. GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. STEEL - MINIMUM YIELD STRENGTH OF 36 KSI. MINIMUM 12 GA. WALL THICKNESS. E. STEEL - MINIMUM YIELD STRENGTH OF 36 KSI. MINIMUM 18 GA. WALL THICKNESS WITH 2X WOOD BACKING. F. ALUMINUM - MINIMUM 1/8 INCH THICK 6063-T5 ALUMINUM. rFrd;:RAI MnT;:q- 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: TAS 201-94 TAS 202-94 TAS 203-94 AAMA 501-05 ASTM E1886-05 ASTM E1996-06 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/IVIASONRY, 2X FRAMING 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) _!i13ALI__Bf_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 15 NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. SEE SHEETS 3,4 & 5 FOR LMI AND SMI GLASS TYPES. 6. STOREFRONT FRAME MATERIAL: ALUMINUM 6063-TS 7. ALL STRUCTURAL MATERIALS& DISSIMILAR METALS SHALL BE PROTECTED, TREATED, PAINTED, COATED, AND/OR ISOLATED AS REQUIRED IN THE APPLICABLE SECTIONS OF THE CURRENT FLORIDA BUILDING CODE AND REFERENCED DESIGN SPECIFICATIONS. 8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEETS 3,4 & S FOR GLAZING DETAILS. Sk TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I B INSTALLATION & GENERAL NOTES 2 ELEVATION & ANCHOR LAYOUT 3 B SMI GLAZING DETAILS 4 C LMI GLAZING DETAILS 5 A LMI GLAZING DETAILS 6 LIGHT MULLION TABLES 7 MEDIUM MULLION TABLES 8 A HEAVY MULLION TABLES 9 EXPANSION MULLION TABLES 10 SMI HEAVY MULLION TABLES 11 TYPE A & B ANCHOR TABLES 12 TYPE C & D ANCHOR TABLES 13--- _______DOOR-MULLIONTABLE- 14 - DOOR MULLION TABLES (1) 15 B VERTICAL SECTIONS &ANCHOR DESCRIPTIONS 16 A VERTICAL SECTIONS & ANCHOR DESCRIPTIONS (1) 17 A LIGHT & MEDIUM MULLION HORIZONTAL SECTIONS 18 HEAVY MULLION HORIZONTAL SECTIONS 19 COMPONENTS & BILL OF MATERIALS 20 COMPONENTS INSTRUCTIONS FOR USE: 1. DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ON WIND VELOCITY, BLDG, HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. 2. SEE CHARTS ON SHEETS 3,4 & 5 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. 3. CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEETS 6,7, 8,9 & 10 FOR STORE FRONT MULLION AND SHEETS 13 & 14 FOR DOOR MULLION, THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. 4. USING CHART ON SHEET 11 & 12 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE. 5. THE LOWEST VALUE RESULTING FROM STEP 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. YKK �uat4 cl P inspiree YKK AP AMERICA 1229 HWY 441 BYPASS DU BUN, GEORGIA 31021 PH: (478)277-1955 FAX: (678)838-6001 L u t2 F_ E o. Lr) 0 z ow et z o 0 Ln ac L, 13 ca z 0. Ln :�: In Cm < & < LU REMARKS BY DATE A -UPDATES PER COMMENTS MS 04.20.1 B-FBC CODE I IPDATE RV 07121 AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF OU ILDING DROPS, INC Digitally signed illum, F. Norero, P Reasoi �wloving tiMment 9 Date: 2DW.iQ.d2S0F35-A5A4' VI,_ % 7 . TT, T T 0 &/oNN_ FLORIDA P-E IND 73778 BUILDING DROPS. INC 398 E DANIA BEACH BLVD. III _3KSB DANIA BEACH. FL 3WO4 PEPE CERT. 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HEAVY MULLION - M3 WIDTH (W) FRAME HEIGHT EXT. INT. I-) 72 96 70.0 90.0 69 102 70.0 90.0 -- 66 108 70.0 90.0 63 114 70.0 90.0 60 120 70.0 90.0 41 126 65.0 65.0 39 132 65.0 65.0 37 138 65.0 65.0 36 144 65.0 65.0 NOTE: HEAVY CONFIGURATION JAMBS ARE ANCHORED ALONG THEIR LENGTH AND THEREFORE DO NOT LIMIT DESIGN PRESSURE. wll/pl I I WIP/ �' I I A ////Pl �— W2 W3 --� WIDTH (W) W2 + W3 (MULLION) 2 7 6 3 2 HEAVYJAMB-J4 HEAVY MULLION - M3 HEAVY CONFIGURATION HEAVYSILL HEAVYJAMB-J5 HEAVY HEAD ap p fee YKK AP AMERICA 1229 HWY 441 BYPASS DLIBU N, GEORGIA 31021 PH: (478)277-1955 FAX: (678)838-6001 E cn DO 0 F<- A 9 22 Iz tz jj z :5 < Ln cc 3 co LLJ LU F- -J <& BY DATE REMARKS 77 A -UPDATES PER COMMENTS I mq 104.20.1 AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF BUILDING DROPS, INC ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTH ER "KINGS TO THIS DOCU MENT ARE NOT PERMITTED AND 01111111 zz -'0 Z ,fill % HERM P.E. 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