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Home My WebLink AboutREVISION, FL17557_R5_II_08-02606REVISIONS REV DESCRIPTION DATE APPROVED NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 38" MINIMUM 'EMBEDMENT INTO / REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUBSTRATE. LOCATE ::ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. >, FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16 TAPCONS WITH TRANSFER. ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 3. 1 X BUCK: OVER MASONRY/CONCRETE IS OPTIONAL.-- 1 /2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 4, WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INSTALLATION DETAILS. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE -SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM 'BEYOND MASONRY; CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE -INTERIOR WALL, LOCATE ANCHORS AS -SHOWN iN ELEVATIONS AND ' INSTALLATION 5. WHERE WOOD BUCK THICKNESS 1S 1-1/2" OR GREATER, BUCK SHALL BE SECURELY DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 19. INSTALLATION ANCHORS SHALLBEINSTALLED IN ACCORDANCE WITH ANCHOR BE ANCHORED THROUGH 'FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS: SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS 'MUST BE SEPARATED WITH APPROVED A. WOOD MINIMUM SPECIFIC GRAVITY OF G=0.42 COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. THE ARCHITECT OR ENGINEER OF RECORD. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE ' 1 (OR GREATER).' 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 "1/8" THICK MINIMUM PROVIDED: 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER -OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1 /4". 14- 9. SHIMS SHALL_ BE LOCATED; APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC: 12. UNITS MUST BE GLAZED PER ASTM E1300-04. 13. APPROVED IMPACT PROTECTIVE 'SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 ,WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1 /2" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED: 0111912015 VIWINCO, INC. BUSINESS PARK, P.O. _BOX 499 \\\S N , . # .. N« MORGANTOWN, PA 19543 «- (;EIV t'# . 0 6 SIGNATURE/CAMBRIDGE/OCEANVIEW SINGLE HUNG TABLE OF CONTENTS 48 X 72 REINFORCED NON -IMPACT == SHEET NO. DESCRIPTION„ NOTES .�-4-TAT O, 1 ELEVATION, ANCHORING AND NOTES."` ' ZO DRAWN: V.L. DWG NO. 08-02606 REV - " , VD$` #'O 2 CROSS SECTIONS AND B.O.M. " Io 3 - 4 INSTALLATION DETAILS SCALE NTS DATE fl1 /05/1 5 SHEET 1 OF 6 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS I /?" MIN. DISTANCE MIN. v1ENT AX. ACE 10 WOOD SCREW u vrr-C.IMATAC SILL TO BE SET ON A BED OF APPROVED CONSTRUCTION SEALANT '4" MAX. M SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REVISIONS REV DESCRIPTION DATE APPROVED 1 3/8" MIN. 1 /4" MAX. EMBEDMENT SHIM SPACE INTERIOR 1/2" MIN. ❑a EDGE DISTANCE f a a� #10 WOOD � o SCREW C.l WOOD FRAMING OR 2X BUCK � BY OTHERS BACKER ROD & APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0111912015 VIWINCO, INC. \oWlIll/l// MORGANTOWN BUSINESS PARK, P.O. BOX 499\��$ R•• L. �// MORGANTOWN, PA 19543 `�v •��GEIVy L,% SIGNATURE/CAM BRIDGE/OCEANVIEW SINGLE HUNG = 4-TAf �5148" X 72" REINFORCED NON -IMPACT - FRAME INSTALLATION DETAILS � OF 'c�= DRAWN: DWG NO. REV VALE DATE 08 s02606 NTS 010515 3 OF 6 REVISIONS I REV I DESCRIPTION I DATE I APPROVED M ETA L STRUCTURE BY OTHERS APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT M ETA STRUCTUR BY OTHER 3/4" MIN. rEDGE DISTANCE 1 /4" MAX. SHIM SPACE #10 SMS OR SELF DRILLING SCREW INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SILL TO BE SET ON A BED OF APPROVED CONSTRUCTION SEALANT 1 /4" MAX. SHIM SPACE 3/4" MIN. EDGE DISTANCE #10 SMS OR SELF DRILLING SCREWS M ETA L STRUCTURE BY OTHERS 1 /4" MAX. SHIM SPACE ❑ 7__- a 0 J q 7 BACKER ROD & APPROVED SEALANT INTERIOR CVTCCIr'10 JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 VIWINCO, INC. MORGANTOWN BUSINESS PARK, P.O. BOX 499 MORGANTOWN, PA 19543 SIGNATURE/CAMBRIDGE/OCEANVIEW SINGLE HUNG 48" X 72" REINFORCED NON —IMPACT FRAME INSTALLATION DETAILS DRAWN: DWG NO. REV V.L. 08-02606 — SCALE NTS DATE 01 /05 / 15 SHEET 4 OF 6 SIGNED: 0111912015 ow1111/// "9`�' 4-TATo 51 0F �oilv ��iS�ONAL,0?��`� 2 1 /2" MIN. EDGE DISTANCE REV DESCRIPTION CONCRETE/MASONRY BY OTHERS ° a ° a ° 1 1 /4" MIN. OPTIONAL 1 X BUCK ° ° ° ° ° 4. EMBEDMENT SEE NOTES 3 — 7 ° 1 1/4" MIN. SHEET 1 I 1 EMBEDMENT CONCRETE/MASONRY BACKER ROD BY OTHERS p & APPROVED 1 /4" MAX. SHIM SPACE OPTIONAL 1 X BUCK 1 /4" MAX. SEALANT SEE NOTES 3 — 7 0 SHIM SPACE SHEET 1 p n 3/16" TAPCON v INTERIOR 3/16" TAPCON v, p d pv v ❑ BACKER ROD & APPROVED SEALANT OPTIONAL 1 X BUCK SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY BY OTHERS EXTERIO 1=7 INTERIOR SILL TO BE SET ON A BED OF APPROVED CONSTRUCTION SEALANT 1 /4" MAX. SHIM SPACE a Al:. 41 a a a. ° a VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION REVISIONS I v v p o 2 1 /2" ° o MIN. EDGE a DISTANCE ° a v p. a a o a BACKER ROD EXTERIOR & APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 DATE I APPROVED SIGNED: 0111912015 VIWINCO, INC. ��111i�iJ��,� MORGANTOWN BUSINESS PARK, P.O. BOX 499 \��5 R- Lp�i,�� MORGANTOWN, PA 19543 \�v •��G E (p% SIGNATURE/CAMBRIDGE/OCEANVIEW SINGLE HUNG *• • 0 51 48" X 72" REINFORCED NON —IMPACT FRAME INSTALLATION DETAILS TAT OF 0� DRAWN: DWG NO. REV %�•:�COR�OP• �� V.L. 08-02606 — ONAL•�aG�\\ SCALE NTS DATE 01 /05/15 S"'''ET5 OF 6 111111� REVISIONS #8 WOOD SCREW 7/16" MIN EDGE DISTANC EXTERI01 7/16" MIN EDGE DISTANCE #8 WOOD SCREW 1 1 /7" NAINI tIVInr_uIVILIN I VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS 1 /4" MAX. SHIM SPACE I WOOD FRAMING BY OTHERS 1 1 /2" MIN. EMBEDMENT #8 WOOD SCREW 7/16" MIN EDGE DISTANCE 1 /4" MAX SHIM SPACE I REV I DESCRIPTION I DATE I APPROVED mvrr-d irr.T.l C NTCO 1/1 Q JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 /4" MAX SHIM SPACE VIWINCO, INC. MORGANTOWN BUSINESS PARK, P.O. BOX 499 WOOD MORGANTOWN, PA 19543 FRAMING BY OTHERS SIGNATURE/CAMBRIDGE/OCEANVIEW SINGLE HUNG 48" X 72" REINFORCED NON —IMPACT FIN INSTALLATION DETAILS DRAWN: DWG NO. REV V.L. 08-02606 — SCALE NTS DATE 01 /05/15 SHEET6 OF 6 SIGNED: 0111912015 ow1111/// ENSF9`r`� 4-T^AT 51�0F �oi<v OR 0"t ��is�ONAL,0?��`�