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1912 HICKORY LN - KITCHEN REMODEL DRAWINGSm REVIEWED FOR CODE COMPLIANCE OFFICE COPY CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY:_n?, DATE: G' X1'1ut r 22'-1" 21 IODW3630 94"- -36 1"----77[�4 W4239� I�� `O' W4239 U369324SS III D0309324 4DB21 B24SDL AF63fi� DISH-IQ6 Bi1WB 111 0 1 -END WILL BE OUT OF EXISTING cis WOOD MATERIAL THAT IS ON BACK OF ISLAND. W3630 '1: W3930 131.;" S Q f f - I Ts t T- 1A Hv-> 9c,-o,-rs 4 vt�kT'.S- 36"- 0 0 W3630 W3192•1 F24W .2D.1 All dimensions _size designations given are subject to verification on site and adjustment to fit job This is an original design and must not be released or copied unless applicable fee has boon paid or job 1}esimncd: 5/30/201 h Printed: 5/30/201 R .job eonditions. N is x a a order placed. WALLACLKIT5.30^2 I All Drawing ti: I No Scale . P,EmwC �ovv ni I2 " of ac rrrf -R -F_:i\D � E -ALL- 0-- S OZZD � __rC) PS RE,-A,DQE- �J,4_t>00 lkOw._._ CE TDE_� All dimensions _size designations given are subject to verification on job site and acjjustment to fit job This is an original design and must not be released or copied unless applicable fee has been paid or job Desi med: -S/30/2018 Printed: 5/30/201 S conditions. order placed. WALLACEKIT5.30^2 All Drawing it: 1 No Scale. . k 20 —F93W Is -- 315" 194" V ---f-21 "� 36" 36"�30"�21 "�24 LODW3630- (III U369324SS INI DO309324 [114DB21 g 4 II vy W4239 I W3921 F24 DISH-IQ6 B21WB ---?REF.21).1 DW36 1 1 -END WILL BE OUT OF EXISTING Is WOOD MATERIAL THAT IS ON BACK OF ISLAND. W3630 W3930 W3630 2 12 ll �IF! � k ( � kEP 1—�_ 131,'—,•;' pec 1Ci 4 APPAO (L Ictk) OA-aiikOTS `moo P' 4cn AnDE7D etc, nL-E �s lyJ,ku-�C� T> Z0 Pa SED All dimensions _size designations given are subject to verification on job site and adjustment to fit job This is an original design and must not be released or copied unless applicable fee has been paid or job Designed: 5/30/2018 Printed: 5/30/2013 conditions.order 2 '. placed. WALLACEKIT5.30^2 All Drawing H: 1 INo Scale. NOTES: 1. THE PRODUCT SHOWN HEREIN :S DESIGN AND MANUFACTURED TO COMPLY WITI� REQUIREMENTS OF THE FLORIDA BUILOIN i�ODE. 2. avooD FRAMING AND MASONRY C=E^1!NG 0 DE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.;.A'v"I:NG AND MASONRY OPENING iS THE RESPONSIBILITY OF THE ARCHITECT OR E JGINEER OF RECORD. 3. IX BUCK OVER MASONRY/ CONCRETE IS PTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1 — 1 % WINNOW UNITS "BUST BE 5. 6. 8. 9. 10 11 12 13 14 ANCHORED THROUGH THE FRAME IN ACC RDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS S ALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. WHERE WOOD BUCK THICKNESS IS?/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR THER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SEC RED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATIOINSTRUCTIONS. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED W`iTH APPROVED COATING OR MEMBRANE. SELECTION OF (DATING OR MEMBRANE IS THE RESPONSIBILITY 01- THE FTHE ARCHITECT OR ENGINEER OF RECOR BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. SHIM AS REQUIRED AT EACH ANCHOR LO"'ATION WITH LOAD BEARING SHIM. SHsM WHERE SPACE OF 1/16" OR GREATER OCCURS. 'MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". SHIMS SHALL BE MADE FROM MATERIALS CAPABLE OF SUSTAININ"S APPLICABLE LOADS, LOCATED AND APPLIED IN A THICKNESS (APABLE OF SUSTAINING APPLICABLE LOADS. WIND LOAD DURATION FACTOR Cd= 1 .6 W S USED FOR WOOD ANCHOR CALC"L.ATIONS. FRAME MATERIAL: EXTRUDED RIGID PVC. UNITS MUST BE GLAZED PER ASTM E130 —04. APPROVED IMPACT PROTECTIVE SYSTEM RE UIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. FOR ANCHORING INTO WOOD FRAMING 0 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 I", " MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TABLE OF CONTENTS SHEET NO. DESCRIPTION INOTES — 2 ELEVATION 3 — 5 INSTALLATION DETAILS REVISIONS REV DESCRIPTION RIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 09/16/11 R -L. 15. FOR ANCHORING 1'J T O MASONRY /CONCRETE USE 3/1 6" TAP -0NS 4Ai!TH SUFFICIENT LENGTH TO ACHIEVE A "1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1112'' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN W ELEVATIONS AND INSTALLATION DETAILS. 16 . FOR ANCHORING INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING SCREWS WIT H SU FICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. ,ALL FASTENERS TO BE CORROSION RESISTANT. 18. 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 BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 1 8GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3240/3540 FINLESS PVC SH WINDOW STEEL REINFORCED - NON -IMPACT 52" X 62" NOTES DRAWN: DWG NO. V. L. 08-02269 SCALE NTS DATE 01/09/14 1 SHEET 1 OF 5 OFFICE COPY SIGNED: 09/16/2014 52" MAX FRAME WIDTH i 4" MAX. SEE ANCHOR CHART THIS SHEET FOR UNIT SIZE AND ANCHOR QUANTITY O ,i MAX.MAX 0. C. _. __- — - — FRAME jHEIGHT 30.0 36.0 42.0 48.0 52.0 24.0 2 2 2 2 2 30.0 2 i 2 36.0 3 3 3 3 3 42.0 3 4" MAX SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING I IMPACT RATING OPSF NONE REVISIONS REV DESI F1,1P1ION DATE APPROVED A REVISED INSTA LAT'ON DETAILS 09,' ! b% ? 5 R.L. Number of anchors reauired at each iamb Height (in) Panel width (in) 30.0 36.0 42.0 48.0 52.0 24.0 2 2 2 2 2 30.0 2 2 2 2 2 36.0 3 3 3 3 3 42.0 3 3 3 3 3 48.0 3 3 3 3 3 54.0 4 4 4 4 4 60.0 4 4 4 4 4 62.0 4 4 41 4 4 M1 WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3240/3540 FINLESS PVC SH WINDOW STEEL REINFORCED — NON—IMPACT 52" X 62" ELEVATION DRAWN: DWG NO. V. L. 08-02269 SCALE NTS DATE 01/09/14 1 SHEET OF 5 REV A OFFICE COPY SIGNED: 09/16/2015 0 � / *. 0 5 • TAT 0 F ; tcc ��ii9/01VAI,�?��`� WOOD FRAMING OR 2X BUCK BY OTHERS APPROVED SEALANT r vrrr�i�� APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1;'4 MAX. SHIM SPACE 'EAD TO BE SET N A BED OF APPROVED ,ONSTRUCTION ADHESIVE RF -104S-020 REINFORCEMENT GVL-451-020 REINFORCEMENT •rrI il-% rl GVL-451-020 REINFORCEMENT SILL TO BE SET ® / N A BED OF APPROVED CONSTRUCTION ADHESIVE 11/4 MAX. SHIM SPACE 0 VERTICAL CROSS WOOD FRAMING OR 2X BUG NOTES: I. 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 ;TION TALLATION REVIS.ONS REVDESCRIPTION DATE APPROVED - ._ - -- --- - - - -- - -- ----- A �FRIEV SEC INSTALLATION DETAILS Oq/l0/15 F .L 1 1/4" MIN. �. 1/4 MAX. EMBEDMENT SHIM SPACE GVL-451 -020 REINFORCEMENT %/16" MIN. EDGF DISTANCE i »1 % INTERIOR 0 #8 WOOD SCREW WOOD FRAMING � OR 2X BUCK BY OTHERS L APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3240/3540 FINLESS PVC SH WINDOW STEEL REINFORCED - NON -IMPACT 52" X 62" INSTALLATION DETAILS DRAWN: DWG NO. V. L. 08-02269 SCALE NTS DATE 01/09/14 SHEET OF 5 REV A OFFICE COPY SIGNED: 09/16/2015 `\\\` Rt 11L 0 •��G E N = * • o`3� 5cc • yt = :�o • TAT 00 loo A •• � •.1OR10P• ��\� ONAL t►rnttt M ETAL STRUCTURE BY OTHERS APPROVED SEALANT cYTCQ1 APPROVED SEALANT M ETp STRUCTUR BY OTHER 1; 4 MAX. SHIM SPACE 0 BE SET -D OF APPROVED UC; T ION ADHESIVE tl')r i nicl-020 =MENT -020 -MENT 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 51-020 )RCEMENT TO BE SET BED OF APPROVED STRUCTION ADHESIVE 1/4 MAX. SHIM SPACE 5/ 8.. h EDGE DIS #8 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REV'SONS REV DESCRIPTONI DATE APPROVED --- - - .------ __-_-. ----..... A REVISED INSTALLATION DETAILS 09/16/15 R.L OFFICE COPY 1 /A MAY /L--451 -020 -INFORCE!v1ENT ERIOR rcoino JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3240/3540 FINLESS PVC SH WINDOW STEEL REINFORCED - NON -IMPACT 52" X 62" INSTALLATION DETAILS DRAWN: DWG NO. V. L. 1 08-02269 SCALE NTS DATE 01/09/14 SHEET 4 OF 5 SIGNED: 09/16/2015 5 1R1 I it O l�i `N•� •`.�G E NSF' •'�'�:- Q:z: �� • TAT OF ; t� � n � 1 REV �A ��0R�O�i� \` V \ NAI �i///O,,`\\� CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3-7 SHEET 1 APPROVED SEALANT EXTERIOR APPROVED SEALANT OPTIONAL IX BUCK SEE NOTES 3-7 SHEET 1 CONCRETE/MASONRY BY OTHERS a I 1/4 MAX. SHIM SPACE HEAD TO BE SET IN A BED OF APPROVED CONSTRUCTION ADHESIVE RF -104S--020 REINFORCEMENT GVL-451 -020 REINFORCEMENT Iu I ,, v I ERIOR GVL-451 —020 / REINFORCEMENT SILL TO BE SET IN A BED OF APPROVED CONSTRUCTION ADHESIVE 1/4 MAX. SHIM SPACE d aG c i APPROVED A ° R.L. ° � G n e G a e ° d a d d ° d I 1/4 MAX. SHIM SPACE HEAD TO BE SET IN A BED OF APPROVED CONSTRUCTION ADHESIVE RF -104S--020 REINFORCEMENT GVL-451 -020 REINFORCEMENT Iu I ,, v I ERIOR GVL-451 —020 / REINFORCEMENT SILL TO BE SET IN A BED OF APPROVED CONSTRUCTION ADHESIVE 1/4 MAX. SHIM SPACE d G c i APPROVED A ° R.L. ° � G n e d d a d d aG ° ° e G d ° v I 1/4 MAX. SHIM SPACE HEAD TO BE SET IN A BED OF APPROVED CONSTRUCTION ADHESIVE RF -104S--020 REINFORCEMENT GVL-451 -020 REINFORCEMENT Iu I ,, v I ERIOR GVL-451 —020 / REINFORCEMENT SILL TO BE SET IN A BED OF APPROVED CONSTRUCTION ADHESIVE 1/4 MAX. SHIM SPACE d G DESCRIPTION DATE i APPROVED A REVISED INSTALLATION DETAILS ! 09,' 16/15 R.L. � G a a d e ° e d ° v G CROSS SECTION INSTALLATION 1 1 -/'4 " MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS v OPTIONAL 1X BUCK ° a SEE NOTES 3-7 I ° SHEET 1 ° ° 3/16" TAPCON °a I v ° a 1/2" 0 MIN. EDGE 4 v DISTANCE ° v v REV'&ONS REV DESCRIPTION DATE i APPROVED A REVISED INSTALLATION DETAILS ! 09,' 16/15 R.L. 1/4 MAX. SHIM SPACE GVL-431 —020 REINFORCEMENT 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 SIGNED: 09/16/2015 MI WINDOWS AND DOORSO���/i 650 WEST PA MARKET17030 0370T .�`•� - EIV * • s., I_ SERIES 3240/3540 FINLESS PVC SH WINDOW fir• 0 5 STEEL REINFORCED - NON -IMPACT 52 X 62" • INSTALLATION DETAILS • `TAT OF ; �= DRAWN: F7777 - REV ii�s:'ZORVD ` \lam SCALE BATE 08-02269 A S�ONA�..t���\��` NTS 01 /09/1 4 5 OF 5