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2031 BEACH AVE ALTERATION REVISION DECEIVE© MAR - 8 2018 CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 Building Department City of Atlantic Beach, FL REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date � '61'6 Revision to Issued Permit Corrections to Comments Permit# 1 X16- Gr�a3 Project Address ,5,00 15 fue_ Contractor/Contact Name 1X.1*aY Phone (qrg /q ("la- qqc)--" Email J�Ir,o�rC�rs{rc�t�py�, [�_ cJ`-kayt• V'\Qt- Description of Proposed Revision/Corrections: Permit F Due$ '00 Re oQ tie. a+n ►�nc��LL;�2 � 0OM 460%-cPrA-AA VZ�1�elr sy 10 *'4H.a� ���nwle 1-h�na f5HCQ jYv L'c r. �vT o 34. cv\) Additional Increase in Building yV Ialue$ 1,400, Cho Additional S.F. � By signing below,I �Ghn F-i, a-nno-- affirm the Revision is inclusive of the proposed changes. r d name) P--;� l811.6 Signat of ontracto/Agent(Contractor tn�ht sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments De rtment Review Required: Buildin Panning &Zoning Reviewed By Tree Administrator Public Works Public Utilities 3 f /d/ate d Public Safety Date Fire Services 2 ANCHORS @ 8"MAX.O.C.IF THE WINDOW BUCK HEIGHT IS 63'OR LESS. 4 ANCHORS @ 4-MAX.O.C.IF THE WINDOW BUCK HEIGHT IS OVER 63'. 19'MAX.O.C.IF THE WINDOW BUCK HEIGHT IS 63'OR LESS. MAX.BUCK WIDTH SEE TABLE 1 8' 14"MAX.O.C.IF THE WINDOW BUCK HEIGHT IS OVER 63'. 18,94 MAX _ MAX.BUCK WIDTH O.C. B,SEE MAX•O.C. 12.53' SEE TABLE 1 MAX.BUCK WIDTH SEE TABLE 1 B,SEE MAX.O.C. 1 SHEET 3 SHEET 3 1 D,SEE SHEET 4 66• 15 -- Mme' M - r-- MAX. — / D.C. O.C. MAX.BUCK HEIGHT SEE _ / / _ MAX.BUCK / / MAX.BUCK TABLE 1 / HEIGHT SEE / / HEIGHT SEE — TABLE 1 _ TABLE 1 A A,SEE Ir SHEET A C,SEE C A,SEE O X 3 X O 1 SHEET X O SHEET X — 1 4 — 3 e"MAX. 8'MAX. �--J 2-7/8' I B ~— B 8'MAX. MAX. —�I Imo— MAX.O.C. D 2-7/8'MAX. 8"MAX. 12-3/4"MAX.O.C. �— �Ijj�L LE ELEVATION FOR_T_YP. EQUAL LEG/BOX ELEVATION FOR TXOX CONFIGURA ION &FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME, 8&FLANGE FRAME • l — MAX.SA5H WIDTH= 59.28" XO CONFIGURATION,OX SIMILAR XO CONFIGURATION,OX&XOX SIMILAR -- AX.FIXED LITE(BUCK WIDTH 12 X SASH WIDTH Joh J0 � _GENERAL NOTES:SERIES 5410 NON-IMPACT RESISTANT. TABLE 1: VINYL HORIZONTAL ROLLER Window Buck Size Reinf. Design Pressure Certification ber 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE Width Height Configuration Level (+)pd (-)P (CAR)Num REQUIREMENTS OF THE FLORIDA BUILDING CODE. 50.0 190-1044 75" 54 XO/OX R1 50.0 190-1()432)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X 75" 54" XO/OX R2 65.0 70.0 INSTALLATIONS.1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED 190-1042 DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK 75" 63" XO/OX R3 50.0 50.0 PROPERLOR Y TRANS ER LOADS TO(WHENER.I X AND 2X BUCKS DESIGNED HE S STRUCTURE.WOOD BUCK DESIGN AND75" 72" XO/OX R4 65.0 70.0 190-104 INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 12(r 63" XOX(1/4-1/2-1/4) 190-1045 R3 50.0 50.0 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 92" 63" XOX(1/3-1/3-1/3) DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT. 1/4-1/2-1l4 120" 63" XOX 190-1073 INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING ( ) R4 65.0 70.0 i STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 92" 63" XOX(1/3-1/3-1/3) -, 4)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE - PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE + ` WINDOW. „ 2/13/14 - � a VINYL HR WINDOW FPA(NO IV-IMPACT) o SSW 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE $KI R Vl 6 a <Jq -s%moi WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE m J Or 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS o GENERAL NOTES 8,ELE o NATIONS o = t;,c, .-• _e'S; PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION _ >o �, SS OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER � t� , >-` DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT.OF AUTH.#29296 ��70"-�• BUILDING CODE FOR CORROSION RESISTANCE. 1070 TECHNOLOGY DRIVE ~ A Ly!!� N.VENICE, FL 34275 2 Z3 (941}480-1600 " HR-5410 ° NTS