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599 Vikings Ln RESO22-0011 5th submittal 1 of 2
Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #: _____________________ Revision to Issued Permit OR Corrections to Comments Date: ________________ Project Address: ____________________________________________________________________________________ Contractor/Contact Name: ____________________________________________________________________________ Contact Phone: ______________________________ Email: _________________________________________________ Description of Proposed Revision / Corrections: __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ I_______________________________ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) Will proposed revision/corrections add additional square footage to original submittal? No Yes (additional s.f. to be added: _____________________________) Will proposed revision/corrections add additional increase in building value to original submittal? No *Yes (additional increase in building value: $____________________) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: _______________________________________________________ __________________________________________________________________________________________________ (Office Use Only) Approved Denied Not Applicable to Department Permit Fee Due $_______________ Revision/Plan Review Comments_______________________________________________________________________ __________________________________________________________________________________________________ Department Review Required: Building _____________________________________________ Planning & Zoning Reviewed By Tree Administrator Public Works Public Utilities _____________________________________________ Public Safety Date Fire Services Updated 10/17/18 x RES 022-0011 06/22/2022 599 Viking Lane BLV Inc Jenniffer Atkins 7136898688 Jen.permit@gmail.com We have updated the plans with the bath room we have updated the site plan with setback and we have add the product approval info that was requested RESO22-0011 By Mike Jones at 3:26 pm, Jul 27, 2022 100.00 RES22-0011 By Mike Jones at 3:28 pm, Jul 27, 2022 EXISTING WALLEXISTING WALLEXISTINGEXISTING HOUSE60682'-1"5'-6"7'-10"NEW WDWNEW CLOSET13'-9"4050NEW DOOR30683'-7"EXISTING WALLNEW C.O.2868EXISTING BRICK WALL2'-912"SDTRUE PLANNORTH30'6'SET BACKSET BACK30'6'SET BACKSET BACKRENOVATIONAS SHOWNMAX BIGGAR599 VIKINGS LN.ATLANTIC BEACH FL. 32233FLOORPLAN ANDSURVEYA1.10Scale:PROPOSED FLOOR PLAN1/4" = 1'-0"A1.101PERPOSED ENCLOSED PORCHScale:EXISTING SURVEY1/4" = 1'-0"A1.101WALL SWITCHDUPLEX CONVENIENCE OUTLET(12" ABOVE FINISHED FLOOR TYP. UNLESS OTHERWISE NOTED)POWER SYMBOLSELECTRICAL LEGENDNOTE: ALL WIRING TO BE IN ACCORDANCE WITH 2002 NEC. PROVIDE ARC-FAULT CIRCUIT INTERRUPTORS IN ALLBEDROOMS PER ARTICLE 210-12.RECESSED INCANDESCENT LIGHT FIXTURECEILING FAN W/ LIGHTSDSMOKE DETECTOR WITH BACKUP BATTERYEXTERIOR SCONCE – WALL MOUNTED RENOVATIONMATCH EXISTING WALL MATERIALEXISTING ROOF, EAVE AND FACIATO REMAINEXISTINGEXISTINGMATCH EXISTING TRIMRENOVATIONEXISTING HOUSEMATCH EXISTING TRIMMATCH EXISTING WALL MATERIALEXISTING ROOF, EAVE AND FACIATO REMAINRENOVATIONMATCH EXISTING WALL MATERIALEXISTING ROOF, EAVE AND FACIATO REMAINEXISTINGMATCH EXISTING TRIMEXISTING HOUSE RENOVATIONAS SHOWNMAX BIGGAR599 VIKINGS LN.ATLANTIC BEACH FL. 32233ELEVATIONSA1.20Scale:EAST ELEVATION1/2" = 1'-0"A1.201Scale:NORTH ELEVATION1/2" = 1'-0"A1.202Scale:SOUTH ELEVATION1/2" = 1'-0"A1.203 8'-0"6'-6"3'-9"19'-0"6'-6" 19'-0"15'-0"EXISTINGWASHEREXISTINGDRYEREXISTWHBATHROOMEXISTING HOUSELAUNDRYAHUOPEN TOGARAGEEXISTING GARAGENEW WALLNEW WALLNEW WALLNEW WALL EXISTING WALLEXISTING WALL EXISTING WALL EXISTING WALLEXISTING WALLEXISTING WALL 3068 CO28682868 GFI6'-6" NEW WALL TRUE PLANNORTHRENOVATIONAS SHOWNMAX BIGGAR599 VIKINGS LN.ATLANTIC BEACH FL. 32233FLOORPLAN ANDSURVEYA1.10Scale:PROPOSED FLOOR PLAN1/4" = 1'-0"A1.101PERPOSED LAUNDRY/BATH RENOVATIONScale:EXISTING SURVEY1/4" = 1'-0"A1.101WALL SWITCHDUPLEX CONVENIENCE OUTLET(12" ABOVE FINISHED FLOOR TYP. UNLESS OTHERWISE NOTED)POWER SYMBOLSELECTRICAL LEGENDNOTE: ALL WIRING TO BE IN ACCORDANCE WITH 2002 NEC. PROVIDE ARC-FAULT CIRCUIT INTERRUPTORS IN ALLBEDROOMS PER ARTICLE 210-12.RECESSED INCANDESCENT LIGHT FIXTURECEILING FAN W/ LIGHTSDSMOKE DETECTOR WITH BACKUP BATTERYEXTERIOR SCONCE – WALL MOUNTEDEXHAUST FAN RJA13OFRWD0001SERIES 8500 VINYL SINGLE HUNG WINDOWPTC PRODUCT DESIGN GROUP, LLCPO BOX 520775LONGWOOD, FLORIDA 32752FBPE C.A. NO. 25935TITLE:DRAWN BY:SCALE:REV:DATE:DRAWING NO:SHEET:Robert J. Amoruso, P.E. Florida P.E. No. 49752 Phone: 321.690.1788Fax: 321.690.1789Email: info@ptc-corp.comREVDESCRIPTIONDATEBY12/5/19RENAISSANCE WINDOWS AND DOORS13340 INTERNATIONAL PARKWAYJACKSONVILLE, FL 32218PROJECT # 419-0901First IssueSERIES 8500 VINYL SINGLE HUNG WINDOW - 40 PSF DESIGN PRESSURE EXTERIOR VIEW - SPLIT LITE WINDOW (44" X 84" NOMINAL SIZE SHOWN) - GLAZING DETAIL A & C FIN FRAME ANCHOR INSTALLATION B 7 C X O A 6 7 N.T.S.44" x 84" WINDOW ELEVATION/FIN FRAME ANCHORING LAYOUT4 Client: James Hardie Building Products, Inc. Engineering Report No.: 2001-10.1.2 Date: December 8, 2020 Page 4 of 6 Allowable Block Nail Fastener Loads Used in the Calculations (lb/fastener) B C D B C D B C D B C D B C D Exp B Exp C Exp D Kzt Kd GCp GCpi 0-15 24 24 24 24 24 24 24 24 24 24 24 20 24 24 24 0.7 0.85 1.03 h≤60 1 0.9 -1.4 0.2 20 24 24 24 24 24 24 24 24 24 24 23 19 24 24 24 0.7 0.9 1.08 1 0.9 -1.4 0.2 25 24 24 24 24 24 24 24 24 24 24 22 18 24 24 24 0.7 0.94 1.12 1 0.9 -1.4 0.2 30 24 24 24 24 24 24 24 24 24 24 21 18 24 24 24 0.7 0.98 1.16 1 0.9 -1.4 0.2 35 24 24 24 24 24 24 24 24 23 24 20 17 24 24 24 0.73 1.01 1.19 1 0.9 -1.4 0.2 40 24 24 24 24 24 24 24 24 23 24 20 17 24 24 24 0.76 1.04 1.22 1 0.9 -1.4 0.2 45 24 24 24 24 24 24 24 24 22 24 19 16 24 24 24 0.785 1.07 1.25 1 0.9 -1.4 0.2 50 24 24 24 24 24 24 24 24 22 24 19 16 24 24 24 0.81 1.09 1.27 1 0.9 -1.4 0.2 55 24 24 24 24 24 24 24 24 21 24 18 16 24 24 24 0.83 1.11 1.29 1 0.9 -1.4 0.2 60 24 24 24 24 24 24 24 24 21 24 18 16 24 24 24 0.85 1.13 1.31 1 0.9 -1.4 0.2 100 24 24 24 24 20 18 22 17 15 16 13 11 24 24 24 0.99 1.26 1.43 h>60 1 0.9 -1.8 0.2 0-15 24 24 24 24 24 24 24 24 24 24 22 18 24 24 24 0.7 0.85 1.03 h≤60 1 0.9 -1.4 0.2 20 24 24 24 24 24 24 24 24 23 24 21 17 24 24 24 0.7 0.9 1.08 1 0.9 -1.4 0.2 25 24 24 24 24 24 24 24 24 23 24 20 17 24 24 24 0.7 0.94 1.12 1 0.9 -1.4 0.2 30 24 24 24 24 24 24 24 24 22 24 19 16 24 24 24 0.7 0.98 1.16 1 0.9 -1.4 0.2 35 24 24 24 24 24 24 24 24 21 24 18 16 24 24 24 0.73 1.01 1.19 1 0.9 -1.4 0.2 40 24 24 24 24 24 24 24 24 21 24 18 15 24 24 24 0.76 1.04 1.22 1 0.9 -1.4 0.2 45 24 24 24 24 24 24 24 24 20 24 17 15 24 24 24 0.785 1.07 1.25 1 0.9 -1.4 0.2 50 24 24 24 24 24 23 24 23 20 23 17 15 24 24 24 0.81 1.09 1.27 1 0.9 -1.4 0.2 55 24 24 24 24 24 23 24 23 19 23 17 14 24 24 24 0.83 1.11 1.29 1 0.9 -1.4 0.2 60 24 24 24 24 24 22 24 22 19 22 16 14 24 24 24 0.85 1.13 1.31 1 0.9 -1.4 0.2 100 24 24 24 24 19 16 20 16 14 15 12 10 24 24 24 0.99 1.26 1.43 h>60 1 0.9 -1.8 0.2 0-15 24 24 24 24 24 24 24 24 22 24 20 16 24 24 24 0.7 0.85 1.03 h≤60 1 0.9 -1.4 0.2 20 24 24 24 24 24 24 24 24 21 24 19 16 24 24 24 0.7 0.9 1.08 1 0.9 -1.4 0.2 25 24 24 24 24 24 24 24 24 21 24 18 15 24 24 24 0.7 0.94 1.12 1 0.9 -1.4 0.2 30 24 24 24 24 24 23 24 24 20 24 17 15 24 24 24 0.7 0.98 1.16 1 0.9 -1.4 0.2 35 24 24 24 24 24 23 24 23 19 23 17 14 24 24 24 0.73 1.01 1.19 1 0.9 -1.4 0.2 40 24 24 24 24 24 22 24 22 19 22 16 14 24 24 24 0.76 1.04 1.22 1 0.9 -1.4 0.2 45 24 24 24 24 24 22 24 22 18 22 16 14 24 24 24 0.785 1.07 1.25 1 0.9 -1.4 0.2 50 24 24 24 24 24 21 24 21 18 21 16 13 24 24 24 0.81 1.09 1.27 1 0.9 -1.4 0.2 55 24 24 24 24 24 21 24 21 18 21 15 13 24 24 24 0.83 1.11 1.29 1 0.9 -1.4 0.2 60 24 24 24 24 24 21 24 20 18 20 15 13 24 24 24 0.85 1.13 1.31 1 0.9 -1.4 0.2 100 24 24 23 22 17 15 19 14 13 14 11 9 24 24 24 0.99 1.26 1.43 h>60 1 0.9 -1.8 0.2 0-15 24 24 24 24 24 24 24 24 21 22 18 15 24 24 24 0.7 0.85 1.03 h≤60 1 0.9 -1.4 0.2 20 24 24 24 24 24 23 24 24 20 22 17 14 24 24 24 0.7 0.9 1.08 1 0.9 -1.4 0.2 25 24 24 24 24 24 22 24 23 19 22 17 14 24 24 24 0.7 0.94 1.12 1 0.9 -1.4 0.2 30 24 24 24 24 24 21 24 22 18 22 16 13 24 24 24 0.7 0.98 1.16 1 0.9 -1.4 0.2 35 24 24 24 24 24 21 24 21 18 21 15 13 24 24 24 0.73 1.01 1.19 1 0.9 -1.4 0.2 40 24 24 24 24 24 20 24 20 17 21 15 13 24 24 24 0.76 1.04 1.22 1 0.9 -1.4 0.2 45 24 24 24 24 23 20 24 20 17 20 15 12 24 24 24 0.785 1.07 1.25 1 0.9 -1.4 0.2 50 24 24 24 24 23 19 24 19 17 19 14 12 24 24 24 0.81 1.09 1.27 1 0.9 -1.4 0.2 55 24 24 24 24 22 19 24 19 16 19 14 12 24 24 24 0.83 1.11 1.29 1 0.9 -1.4 0.2 60 24 24 24 24 22 19 24 19 16 18 14 12 24 24 24 0.85 1.13 1.31 1 0.9 -1.4 0.2 100 24 24 21 20 16 14 17 13 12 12 10 8 24 24 24 0.99 1.26 1.43 h>60 1 0.9 -1.8 0.2 0-15 24 24 24 24 24 20 24 21 17 19 16 13 24 24 24 0.7 0.85 1.03 h≤60 1 0.9 -1.4 0.2 20 24 24 24 24 23 19 24 20 17 19 15 12 24 24 24 0.7 0.9 1.08 1 0.9 -1.4 0.2 25 24 24 24 24 22 19 24 19 16 19 14 12 24 24 24 0.7 0.94 1.12 1 0.9 -1.4 0.2 30 24 24 24 24 21 18 24 18 15 19 13 11 24 24 24 0.7 0.98 1.16 1 0.9 -1.4 0.2 35 24 24 24 24 21 18 24 18 15 18 13 11 24 24 24 0.73 1.01 1.19 1 0.9 -1.4 0.2 40 24 24 24 24 20 17 24 17 15 17 13 11 24 24 24 0.76 1.04 1.22 1 0.9 -1.4 0.2 45 24 24 24 24 20 17 23 17 14 17 12 10 24 24 24 0.785 1.07 1.25 1 0.9 -1.4 0.2 50 24 24 24 24 19 16 22 16 14 16 12 10 24 24 24 0.81 1.09 1.27 1 0.9 -1.4 0.2 55 24 24 24 24 19 16 22 16 14 16 12 10 24 24 24 0.83 1.11 1.29 1 0.9 -1.4 0.2 60 24 24 24 24 19 16 21 16 14 16 12 10 24 24 24 0.85 1.13 1.31 1 0.9 -1.4 0.2 100 24 20 18 17 13 12 14 11 10 11 8 7 24 24 22 0.99 1.26 1.43 h>60 1 0.9 -1.8 0.2 Coefficients used in calculations for Vult or V (see footnote 6) Wind Exposure Category Kz 105 110 115 Blind Nail 2 Face Nail 1 120 130 Table 6 - Maximum Fastener Spacing (inch) Into ASTM C90 Compliant CMU Walls Artisan Lap Siding blind nailed -31.3 Artisan Siding with Lock Joint System blind nailed -29.8 Artisan Siding with Lock Joint System face nailed -89.8 2015 IBC, 2017/2020 FBC (Ultimate Design Wind Speed, Vult3), 2018 IBC (Basic Design Wind Speed, V7)Building Height4,5 (ft.)2015/2018 IBC, 2017/2020 FBC Blind Nail Artisan Lap Siding Width (in.) 1 Artisan Siding with Lock Joint System up to 10.25" wide 5.25 7.25 8.25 By Mike Jones at 3:30 pm, Jul 27, 2022