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Home My WebLink AboutRevisions; Update Product ApprovalOFFICE USE ONLY: DATE FILED: PERMIT # �202 I RECEIPT REVISION FEE: PLANNING & DEVELOPMENT SERVICES HECEIVED BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE 4 2 02' i FORT PIERCE, FL 34982-5652 (772) 462-1553 -,t. Lucie county "n'rnitting APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: q , cwpfe-m- DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. 4: CG C- tr ((6q I ST. LUCIE CO CERT. 4: BUSINESS NAME: 0 - — QUALIFIERS NAME: ADDRESS: 2-68` ZIP: CITY: STATE: FAX: PHONE (DAYTIME): SAI., 68,'-K =0"'El"UILDER INFORMATION: NAME: pnC) Q L ADDRESS:--E 0 L-N STATE: I= - CITY: FAX: PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: NAME: Barz-jt-r30 ADDRESSA-Ic�613 tXS`' 40- CITY: NQaTtj STATE: T:7-L PHONE (DAYTIME): w 3 1 FAX: -r-4 SLCCC: 9123109 00 Revised 06130117 --Q Y.1 v9 JURISDICTION--ST. LUCIE COUNTY, FLORIDA OCCUPANCY CLASS-- RESIDENTIAL R-3 TYPE OF CONSTRUCTION --V FIRE SPRINKLER SYSTEM --NOT REQUIRED FIRE ALARM --NOT REQUIRED BUILDING CODE: 2017 FLORIDA BUILDING CODE 6TH EDITION ASCE 7-10 , NEC 2014 EXPOSURE: C BUILDING DESIGNED AS ENCLOSED MEAN ROOF HEIGHT: 19 FT WIND VELOCITY: Vult=175 Vasd=105 qh=56.57 psf Kh=.85 Kzt=1.0 Gcpi=.18+/— GCpf=1.0+, 1.4— P=0.6w ROOF MATERIAL. METAL ROOF PER PRODUCT APPROVAL ROOF DEAD LOA�D 0 PS ROOF LIVE LOAD 25 PSF SOIL BEARING CAPACITY: 2500 PSF REVIEWED FOR SHEAR WALL REQUIREMENTS : YES IMPACT PROTECTION: PER PRODUCT APPROVAL -- WINDOWS AND DOORS IMPACT RATED INTERNAL COEFFIECIENT: 0.18 RISK CATAGORY : 11 END ZONE WIDTH FOR 3OFT L BUILDING: 3 FT COMPONENTS AND CLADDING DESIGN WIND PRESSURES WAIF_ ROOF ZONE Leeward/Windward Leewar /Windward TRIBUT.AREA 10sf 1 —36.7 +23.1 ROOF PERIMETER 2 —63.8 +23.1 ROOF CORNER 3 —63.8 +23.1 WALL INFIELD 4 —43.4 +40.1 WALL CORNER 5 —53.6 +40.1 DESIGN PRESSURES FOR OPENINGS (IN PSF): WITHIN 3FT FROM CORNERS --SEE ELEVEATIONS GREATER THAN 3 FT FROM CORNERS: SEE ELEVS. GARAGE DOOR NOT APPLICABLE INSULATION: FLOOR NOT APPLICABLE WALLS R 4.1 MIN OR ROOF=ICY�NENE* E EXT ERIOR ROOF NAILING RN IF REQUIRED 1. 8 D RING SHANK NAILS AT 4" EDGE AND 6" FIELD WALL SHEATHING : 1.J"EXTERIOR GRADE PLYWOOD W/ 8D RING SHANK NAILS 0 4" O.C. AND 6" FIELD e C SCOPE OF WORK 1 2. 3. 4. 5. 6. 7. EXISTING FOUNDATION WALLS TO BE REUSED TIE -BEAM CAP ADDED NEW ROOF TRUSSES NEW MECHANICAL NEW ELECTRICAL NEW PLUMBING AND CBS WITH A 16" NEW WINDOW AND DOORS INTERIOR FRAMING, DRYWALL, TRIM AND PAINT. „" FIRST FLOOR PLAN SCALE 1/4 INCH I SQUARE FOOTAGES A/C - 2276 SO. FT GARAGE/NON-A/C- 260 SQ. FT. FRONT ENTRY - 55 SQ. FT REAR PORCH- 109 SO. FT POOL AREA - 0 SO. FT TOTAL SO. FOOTAGE - 2700 SO. FEET RECEIVED 10CT 04 2023 St, Lucie County pennitting ao Oq • V(yl ADVANCED DESIGN & BUILDING ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW. ADVANCED—DESIGN—BUI LDING. COM THESE DRArMIGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE TIE PROPERTY OF ROM HILL DEVELOPMENT GROUP, INC dba ADVANCED DESIGN & SAM& THEY ARE NOT 10 BE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PRO ECT EXCEPT BY NRITTFN AGREEMEfl$ MATH ROUND HILL OPMEWNO DESIGN CHANGES VMICH ALTER THE INTENT C—f OF THESE DRAWINGS OR SPECIFICATIONS ARE TO BE MADE WITHOUT OBTAINING VIRITTETI PERMISSION FROM ROUND IAl DEVELOPMENT GROUP. Cq C— U-1 ARCHITECT: BERN ot®A _ JON d AR cTeW_ 0, LU m EGG • Ci DATE: CLIENT: ADDRESS: 1ST FLOOR PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: j INCH A I -LINTEL ASSEMBLY ABOVE FINISH ,,,,-STUCCO 1 X 4 PT BUCK SET IN 1/4" -SEALANT .25'" TAPCONSE@ 1v2"O.C.(6 INCHES FROM ENDS) FLASHING DETAIL FOR WINDOWS IN MASONRY/ _PERIMETER SEALANT CONCRETE CONSTRUCTION: WINDOW PER PRODUCT APPROVA ALUMINUM FRAME, SET IN CLEAR SILICONE & FASTEN W/ .25 INCH - -- - - - - - - - - - - - - 1.) BUCK TO SET IN 1/4 INCH DEEP BED OF SEALANT BEFORE FASTENING T0� TAPCONS AT 12 " O.C. CONCRETE/MASONRY STRUCTURE II -CAULKING6"MX.ROM ENDS I2.) SEAL WOODEN BUCK BY COVERING IN APPROVED AMMA LIQUID MEMBRAN _DRYWALL BOARD INSIDE FACE AND WRAP AROUND TO SURROUNDING OUTSIDE FACES OF MASOR 1 X PT CORNER WRAPS (AND CONCRETE ALL FOUR SIDES( JAMBS, SILLS AND HEAD) I3.) ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR (MANUFACTURERS REQUIREMENTS ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR MANUFACTURERS REQUIREMENTS WINDOW HEAD DETAIL 8„ X ------ --�- 8 (5 d CURB # I I GRADE I I 16"X18" I CONTINU S MONOLITIT \#5 0 �1 12" MIN SOIL TO BOTTOM 0 #5 FOOTING CURB DETAIL AT EXTERIOR GARAGE WALE_. PRE ENGINEERED - ROOF TRUSSES AT 24 INCHES ON CENTER METAL ROOF PER PRODUCT APPROVAL ON 30 # ASE LAYER INSTALLED PER E-P,ZUCT APPROVAL 2'-0" OVERHANG UNLESS 5" L. GRADE PLYWOOD W. 8 NOTED OTHERWISE D RING SHANK NAILS AT 4 " CONFIRM LEVEL OR SQUARE CUT O.C. EDGE AND 6" FIELD RETURNS PRIOR TO ORERING CONNECTOR PER TRUSSES ` \ SCHEDULE-- / ALL EXTERIOR CEILINGS AND SOFFITS ARE HI -RIB LATH AND STUCCO 7/8 INCH HI —RIB LATH FASTENED TO TRUSSES OR STRUCTURAL MEMBERS PER ASTM C1063 WITH BENT 6D COMMON NAILS, STANDARD ROOFING NAILS OR -Y4" BRIDGE STAPLES AT 4"O.C. / REAR PORCH 0, DETAIL SECTION 2 X 8 FASCIA Product Approval Affidavit, Wind Speed: 170 Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows, & Skylights: Opening Product Model # Manufacturer Glass Attachment Method Type, Building Design Product Design ID Description Size, Spacing, & Embedment Pressure Press re D 1 IMPACT FIBERGLASS DOUBLE DOOR THERMA-TR (FL # 0157. - R N/A 1/4" TC W/1-1/2" CONC. EMBED, 6" MAX FROM JAMB CORNERS & 14" o.c. MAX. AT JAMBS, SILL, AND HEAD +40.5/-43.9 +50.0 /-, 0.0 ®2 IMPACT HOLLOW M. DOOR ASON E N/� FOR CONCRETE INSTALLATION USE USE ELCO 1/4" TAPCONS EMBEDED 1 3/8" MIN OR 1/4 SS4 CRETE FLEX EMB. 1 3/4 MIN. +40.5/-43.9 +65.0/-65.0 D.y 3 — N/A FOR CONCRETE INSTALLATION USE USE ELCO 1/4" TAPCONS EMBEDED 1 3/8" MIN OR 1/4 SS4 CRETE FLEX EMB. 1 3/4 MIN. +40.5/ 43.9 +65.0/-65.0 G GARAGE DOORS GALV STEEL NOA#17-0516.02 N/A 7-5/16" X 1-5/8" LAG SCREWS W/WASHER HEADS EA TRACK BRACKET, SEE BUCK DETAIL SHT A5 FOR SPACING. +34.1/-38.0 +34.3/-38.3 W1 W2 —IMPACT HORIZONTAL VINYL FRAME PG 17 F #17-0411.08 LOW E INSULATED GLASS „ +40.5/-43.9 +80.0/-80.0 W SH IMPACT VINYL FRAME 8100-SH 17 .1 INSULATED GLASS +40.5/-43.9 +50.0/-50.0 CASEMENT W4 IMPACT ALUMINUM FRAME FP PG 17-0614-14 LOW E INSULATED GLASS " " +40.5/-43.9 +80.0/-8 .0 W5 W V SH-IMPACT VINYL FRAME 8100-SH CWS LOW E INSULATED GLASS +40.5/-43.9 +80.0/-80.0 W7 VINYL FRAME CW LOW E „ ICTURE W-IMPAC 8150 PW 010-4 INSULATED GLASS +36.7/-38.7 +70.0/-70.0 WS D. HUNG IMPACT ALUMINUM FRAM DH5550 L#7058. INSULATED GLASS +40.5/-43.9 +80.0/-80.0 VERT FRAME LL IT AL MULLION AL ARME V KID 57776 STANDARD T CLIP N/A (2) 1/4" SS ELCO AGGREGATE W/2" CONC. EMBED, @BOTTOM &TOP @ JAMB SPACING USE @ WINDOW @ MULL +40.5/-43.9 +/-88.2 Product Model # Manufacturer Attachment Method Type, Building Design Product Design Size, Spacing, & Embedment Pressure Pressure Roofing METAL ROOFING UNDERLAYMENT: 36" W, 30# FELT, LAPPED 19", NAILED W/ APPROVED CAPPED FL # 17022.1 NAILS ALONG LAP @ MAX 36" oc, (OR SELF ADHERING PER PRODUCT APPROVAL) ZONE 1 = -42.1 ZONE 1 = -69.25 psf NO. 10 X 1.5" SCREWS @16"O.C. OR PER PRODUCT APPROVAL ZONE 2 & 3 = -108.5 ZONE 2 & 3 =-159.25 psf I have reviewed the above p pproval information and and approved it. CONTRACTOR TO VERIFY AND PRO\1DE EXACT ROUGH Name: BERNARC► JONES ARCHITECT OPENING SIZES OF ALL WINDOWS AND DOORS Signature: Certification Number: AR 15193 Date: (1) NO. 5 BAR IN CONCRETE FILLED BEAM BLOCK •�� TYPICAL BEAM STEP IN ELEVATION DETAIL 1)NO. 5BAR IN IDNCRETE FILLED 3E:AM BLOCK `I) INU. J OMM Vtr�' CAL W/ 10" BEND AT TOP AND BOTTOM 8" X 8" CONCRETE FILLED BLOCK CELL IT i Em 11] CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW,ADVANCED—DESIGN—BUILDING. COM THESE DRAWINGS AND SPECIICATIONS ARE INSTRUMENTS OF SERVICE ADD ARE THE PROPERTY OF ROIRND HM1 NCR,OOT✓dba ADVANCED DESIGN 13E USED ON ANY OTHER PROJWTS OR EXTENSIONS OF THIS PRO ECT EXCEPT BY WRITTEN AORWMNM WITH ROUND DMI1 OPINNT GROUP. NO DESIGN CHANGES MOM ALTER THE KTENT OF THESE DRAWMNGB OR SPECFDATIONS ARE TO BE MADE WTHORIT OBTAINING NATION PEON FROM ROUND HILL DEVELOPMENT GROUP. ARCHITECT. BERNE JONES ARCH] DATE: CLIENT: ADDRESS: DETAILS REVISIONS: