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HomeMy WebLinkAboutREVISION 6-22-18OFFICE USE ONLY,,:/^� b� DATE FILED: WWII SCA,NN � W REVISION FEE: ' BY s't. Lucie C PERMIT # I y0t0 - to I RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE AD 3 �l /3 tg Ge DETAILED DESCRIPOLON OF PROJECT I��SIONS`�C: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: NAME: QUALIFIERS : CITY: STATE: ZIP! PHONE (DAYTIME): FAX OWNER/BUILDER INFORMATION: NAME: ADDRESS: '7 3 a O 0 +q S¢ 2 7- 3 CITY: L/,-,/'U /3r'rs cl 1 STATE: t= PHONE (DAYTIME: i J 'z L V F I ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): STATE: FAX: ZIP: LCCC: 613 RRE VISION Revised 06/3011/17 File CO �• A m a C �.c 0 O w C LY m zoo w � C ro Z1 ei o D d� m `T w o ; C G o� z 0: z o� w� .p O b 7 C N O 14A t. *,�%*,0 ...... ••�� "s `,S%c %0. o x; r '� y ; rn o 0A n M?a m 00 �Zd pa 0 mz H n Hu m.. 7yz7 �y7 C7 C7 nH x� CO d� OO W� 'c Y °o °o m � � O� •c GS i' W 47 w F b w w � cV N WUW1 A -4 n7 rn m a OCn cn O A O w a � n 3 cn m 0 0 A d Z Z o R M m z m o z O A 3 W m O 0 m A co m z m a N m m m F m z m ti v 0 3 1 o TI TI T TI v D > c N N N A - 3 c vi W (0 w m d z z v m m N w ® o 0 0 N m 0 m 0 00 m m 0 w rn - O N T A T A 4 fp O N O 0 3 0 0 a m 3 y w n 0 Am W w m b m p A o 0 o 5 � � _ o » N Z 'Z A H m m m T A p fi 0 T m o m A lJ I a +Em r, m 6'-8" DR. &WIN. NEAAD HGT 0'-0" 1. FIN. FL. TRUSS BOTTOM CHORD DOUBLE TOP PLATE ATTACH EXISTING GABLE TRUSS BOTTOM CHORD TO NEW TOP / PLATES W/SIMPSON LTP5 AT '24" OC 1s W/(6) 1ODX1-1/2" EACH SIDE e EXISTING GAE3LE TO Ft N IN \\ Ilk .7'-8 11STD TRUSS VERIFY - Y BH G. POINT — — — — —' — — — — —�-�- - 61-811 WINDOW HEAD HGT, (2)2X8 W/Y2" OSB OR PLYWOOD FLITCH FIN. FL. - RIGHT ELEVATION PLYWOOD SHI ATTACH WINDOWS AND DOORS THROUGH SHIM INTO 2X FRAMING EMBED P�R 1-1/2" EXISTING GABLE TO REMAIN 6'_-8" WINDOW HEAD HGT. 0'-0"— FIN. FL.. — — LEFT ELEVATION REAR ELEVATION ATTACH EXISTING GABLE TRU S ('2-HEADER DETAIL BOTTOM CHORD TO NEW TOP oj-3/ qII . = > -O91 PLATES W/SIMPSON LPT5 AT 124 OC I \12 6'-8" DR. & WIN. HEAD HGT. OL Dr-Drr —`r FIN. FL. EXTEND PLYWOOD — TO TOP OF WALL W/ 8D 0 12" O.C. EACH PLATE (2) 2X4 TOP PLATE NAIL W/ 2 ROWS 10D 0 8" OC 1,/2" THREADED ROD PER PLAN WHEN SHOWN AT JAMB, MUST BE WITHIN 3" OF JAMB STUD 1/2" GYPSUM BOARD co n R-11 INSULATION OR PER ENERGY CALCS 2X4 BLOCK AT JOINT NAIL PLYWOOD C? 6" OC MIN PT PLYWOOD A BOTTOM OF WALL EXISTING SLAB AND FOOTING I -4- 00 0 —EXISTING ROOFING AND DECK -----EXISTING TRUSS 0 2.4" U.C. ESIMPSON H10 EACH TRUSS o � NUT AND 2" SQ. OR 0 WASHER EXISTING OVERHANG, �\ FASCIA AND SOFFIT �� \\ TO REMAIN-.._._ l_ WALL 1SECTION T-111 PLYWOOD OVER TYVEK OVER 7A6" OSB 7/6" OSB W/ 8d ® 12"OC ALL STUDS, 6 OC AT JOINTS 1/2" THREADED ,ROD PER PLAN 2X4 #2 SPF 0 16" O.C. COUPLING NUT AS REQUIRED - 2X4 PT BOT. PLATE W/Y4"X3" TAPCON © 16" OC TO SLAB Y2"O A-36 STEEL ROD LOCATE PER PLAN SET 8" IN EPDXY EXISTING FOOTING SH3343 27'-6" w r 17-6 12" 4 5r-10' `--2 SH20 3° 2668 #2 SYP JACK ONLY AT DOORS EXISTING INTERIOR EXISTING INTERIOR KITCHEN 10 li II II #2 SYP JACK -- ONLY AT DOORS 000p) `l I XT_- TINF FIRI_PLACE AND. CHIMNEY 10 REMN J' - EXISTING IN TOR EXISTING INTERIOR LIVIN -- SGDH 6068 � SH3343 SH3343 . T-1" 13r-4rr 7r_1m 27'-6" ESE PLANS AND ALL PROPOSED WORK E SUBJECT TO ANY CORRECTIONS 3EQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO oa "Y WITH ALL APPLICABLE CODES. ,ONCEALED FASTENERS OR ATTACHMENTS ARE THE RISMNSISIUTV OF THE CONTRACTOR OF RECORD ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARF APPROVED Gi INFORMATION & DIMENSION r nT SON ST. LL;CIE COL BLILD `CE REVIE\\'ED FOR C REVIEW _ DATE ER IIT MUST BE KE ON dOB PLANS AND (j; w S INSPECTION \VILI, BE I. . ` DESIGN CRITERIA w "o NO 40111 ' STATE OF 6.l;� F ,� �2DE 1 2018 m N c-) r n C1i5 C: 00 �--°H < o rn a� cn r Ic- CD �10 a� (10 Iti� 0 LL_ _D W.a i 0 �.1 00 00 WIND SPEED = 160 MPH(ULT) (124 ASD) ASCE 7-10 & 2017 FBC--R (3—SECOND GUST) RISK CATEGORY II DEAD LOAD RESISTING UPLIFT 6 PSF WIND EXPOSURE = "C ENCLOSED s RUCTURE GCPI (d-/—) 0.18 ROOF LIVE LOAD = 20 PSF ROOF DEAD LOAD = 15 PSF SCOPE. OF WORK RESIDENCE IS EXISTING LOG FRAME HOME. EXISTING LOGS ARE ROTTEN. ALL LOGS WILL BE REMOVED AND A NEW EXILRIOR WALL IS BEING INSTALLED. CONTRACTOR/OWNER IS RESPONSIBLE FOR SHORING EXISTING ROOF STRUCTURE DURING. DEMOLITION AND CONSTRUCTION TOP PLATES TO BE #2 SYP STUDS TO BE 2X4 #2 S-P-F TOP PLATE JOINT SHALL BE OFFSET 48" MIN W/ (16)IOD, TAP AT CORNERS W/(6) 10D. TRUSS ANCHORS MAY BE INSTALLED ON EITHER INTERIOR OF? EXTERIOR OR ALTERNATE AT CONTRACTORS DISCRETION ELECTRICAL OUTLETS AND SWITCHES ON EXTERIOR WALL TO BE REMOUNTED IN SAME LOCATION TO NEW STUD WALL CONTRACTOR MAY OMIT THREADED RODS UNDER FOLLOWING CONDITIONS: USE SIMPSON SP4 AT STUDS TO TOP AND BOTTOM PLATE. ANCHOR BOTTOM P WITH 'OX 9" LONG THREADED RODS I X E S yr SCANNED' BY St. Lucie County! t I I 1 i-•1 � I i 1 � I I SQUARE FOOT SO 1/4• - V-0" FAG L S-1 or I He Copy