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Home My WebLink AboutSurvey page 1 RECEIVED ADUNCED St.Luck County DESIG,N Permitting 62'-2" 01 13'-8" 33'-0" 15'-6" 0 01 BUILDING 2'-6" 14'-9" 10'-3" 5'-6" ARCHITECTS JURISDICTION--ST. LUCIE COUNTY, FLORIDA OCCUPANCY CLASS-- RESIDENTIAL R-3 D 3 GENERAL TYPE OF CONSTRUCTION --V FIRE SPRINKLER SYSTEM--NOT REQUIRED 4 O GRESS©W 2 FIRE ALARM--NOT REQUIRED CONTRACTORS O O A ROUND HILL DEVELOPMENT GROUP COMPANY BUILDING CODE: 2017 FLORIDA BUILDING CODE I 17968 115 TH AVE. NORTH 6TH EDITION h ASCE 7-10 , NEC 2014 " " " o " JUPITER, FLORIDA 33478 EXPOSURE: C 13 -0 6 -0 2 -0 9 --8 PH: 561-216-1000 c CELL 561-718-0831 319 167TH ST 1 NO. MIAMI BEACH, FL, 33162 BUILDING DESIGNED AS ENCLOSED I FAMILY I " `� BED ROOM 305-454-8000 i� 9'-4" FT CEILING N WWW.ADVANCED-DESIGN-BUILDING.COM MEAN ROOF HEIGHT: 19 FT 19 ° 9'-4" FT CEILING 1.1 N ^ a+srRur'"or,s OF SERVICE ar%� n PRo�rr� 11 I &�ao , r 'No(/�BE�ON r ANY O7HER PRQECTS ON EXTENSIONS OF THIS PRQECT IMPORTANCE FACTOR: 1.0 W EXCEPT 6Y MRITTTEN AGREEMENTS MATH ROUND HN.L NO DESIGN CHANGES MOM ALTER TI£INTENT WIND VELOCITY: Vult=175 Vasd=105 �7��MM OR �a MONS�� wMOUT OSTAMIING OUTTEN PERMISSION FROM qh=56.57 psf 4) 10 Ralx+o HILL oEro�oPMorT ,, MADE Kh=.85 F Kzt=1.0 Gcpi=.18+/- GCpf=1.0+, 1.4- P=0.6w — REF r, ARCHITECT. BERNARD ROOF MATERIAL: METAL ROOF PER PRODUCT APPROVAL C4 10 N JONES 5��T ROOF DEAD LOAD: 30 PSF ARCHIT , . - _ �? � r ROOF LIVE LOAD 25 PSF I COVERED D3 19 5ERNq t,® `0�� SOIL BEARING CAPACITY: 2500 PSF '4 I PORCH 4 FAMILY SEAL: I 1 9'-4" FT CEILING O ROOM W6 ;MD REVIEWED FOR SHEAR WALL REQUIREMENTS : YES DATA -> �, 046' IMPACT PROTECTION: PER PRODUCT APPROVAL-- 1193 WINDOWS AND DOORS IMPACT RATED 2 '-4 I _ 20'-4" ol INTERNAL COEFFIECIENT: 0.18 I rn RISK CATAGORY : II — DINING 00 END ZONE WIDTH FOR 30FT L BUILDING: 3 FT ROOM I PAN CLIENT: 8'-0" 9'-4" FT CEILING N 960 GOPHER RIDGE COMPONENTS AND CLADDING DESIGN WIND PRESSURES 9'-4" 6'-2" cV WALL ROOF OFFICE l0 LAUNDR lc FORT PIERCE ZONE Leeward/Windward Leeward,/Windward = m I TRIBUT.AREA 10sf 1 -36.7 +23.1 1' ROOM �'' ®W4 15 W6 N ROOF PERIMETER 2 -63.8 +23.1 N 'co 9'-4" FT CEILING ROOF CORNER 3 -63.8 +23.1 i WALL. INFIELD 4 -43.4 +40.1 1 00 LLiKltbb WALL CORNER 5 -53.6 +40A ,I^n I 11'-0" o CW ] D o o 0 DESIGN PRESSURES FOR OPENINGS (IN PSF) W2© = KITCHEN WITHIN 3FT FROM CORNERS --SEE ELEVEATIONS 5'_0" 11'-0„ GREATER THAN 3 FT FROM CORNERS: SEE ELEVS. o 01 " — 0 O $ QARAGE DOOR. NOT APPLICABLE 1 WALK IN Ir O 1* ADDRESS: BED ROOM I INSULATION: FLOOR NOT APPLICABLE CLOSET 9'-4" FT CEILING WALLS R 4.1 MIN OR : WALLS R13 0 6" FRAME EXTERIOR IDN O ROOF R 20 ICYNENE' O O C 1 8'-0" 10 55 0" ROOF NAILING PATTERN O Do IF REQUIRED PLAN O 11 1. 8 D RING SHANK NAILS AT 4" EDGE AND 6" FIELD O "EXTERIOR GRADE PLYWOOD W/ 8D RING SHANK NAILS 10'-4" WALL SHEATHING 1. ® 0 11 TTIC I 10 & � �— �rr- --�---�—ter— � cu E N 4" O.C. AND 6" FIELD M I I I I I I I I I I M N N 10 I II II II II I , WINDOW AND DOOR SCHEDULE II II II II I ST FLOOR N0. TYPE REMARKS NAL SIZE I II II it II I o 7 _I a] WIDTH X HT. STEEL OVERHEAD " " 0, I II I � I u� �1 96" WIDE X 84" HIGH IMPACT W7 I I I I I I I I I 20 72" WIDE X 96" HIGH ENTRANCE DOOR GARAGE DOOR IMPACT W CATEGORY II SAFETY 11 0 13 -4 — — 7 -g I ( I 5'_6" 12'_0" GLASS PER FBC 4 4410.2.3.1.3 -- — — ® 36" WIDE X 96" HIGH 1- :20 MIN. I I I I I I I I I I 4 HOLLOW METAL FIRE RATED W/CLOSER 0 GARAGE I I I I I I I I I I BED ROOM 1 SLIDING GLASS IMPACT W CATEGORY 11 SAFETY ic> L_—_ LL_—JJ—--LL —JL— _I 9'-4" FT CEILING o ® 72" WIDE X 96" HIGH GARAGE MASTER BEDROOM I DOOR GLASS PER FBC 4 4410.2.3.1.3 5 9'-4" FT CEILING 9'-4" FT CEILING LIVING ROOM IMPACT W CATEGORY II SAFETY 9'-4" FT CEILING 54" WIDE X 64" HIGH VINYL. SINGLE HUNG GLASS PER FBC 4 4410.2.3.1.3 EGRESS © 49" WIDE X 64" HIGH VINYL HORIZ. ROLLER IMPACT W CATEGORY II SAFETY D 1 41 GLASS PER FBC 4 4410.2.3.1.3 REVISIONS: �7 75" WIDE X 64" HIGH ALUM SINGLE HUNGS IMPACT W CATEGORY 11 SAFETY I O7 W3 W2 Q GLASS PER FBC 4 4410.2.3.1.3 o ® 27" WIDE X 27" HIGH ALUM. CASEMENT IMPACT W CATEGORY II SAFETY I I (° GLASS PER FBC 4 4410.2.3.1.3 U) 16'-6" g'-g" O 38" WIDE X 39" HIGH ALUM. CASEMENT IMPACT W CATEGORY 11 SAFETY G WR 8 114V-4" 1 !, GLASS PER FBC 4 4410.2.3.1.3 SIN JN I.- 1 Q C ENTRY EGRESS 10 04 32 WIDE X 96 HIGH WOOD DOOR O FT CEILING 6'-2" 8'-2" o -- ------ 11 36" WIDE X 96" HIGH WOOD DOOR �0 W 2© '/ 10'-0" @ 48" WIDE X 96" HIGH WOOD BI-FOLD 14'-4" 6'-6" 36'-2" 1© 56" WIDE X 96" HIGH WOOD BI-FOLD 14 16" WIDE X 96" HIGH WOOD BI-FOLD _ 82'-2" �� DRAWN BY: JMG O15 36" WIDE X 64" HIGH VINYL SINGLE G IMPACT EGORY II SAFETY ' CHECKED BY: BVJ :�R PER F 4 441 .1. '0PROJECT IMP-ACT W CATEGO SAFE SCOPE OF WORK FIRST FLOOR PLAN 16 36 X 36 E H NYL PICTURE WINDOW GLASS PER F �,,.BC 4 4410.2.3.1. SCALE: 1/¢ INCH SCALE: INCH jt24 WIDE X 62" HIGH VINYL PICTURE WINDOW IMPACT W CATEGORY II SAFETY 1 . EXISTING FOUNDATION AND CBSGLASS PER FBC 4 4410.2.3.1. SQUARE FOOTAGESWALLS TO BE REUSED WITH A 16 � �' �.WIDE X 64" HIGH VINYL PICTURE WINDOW GO IMPACT W CATEGORY II SAFETY' GLASS PER FBC 4 4410.2.3.1. TIE—BEAM CAP ADDED A/C s 2276 SO. Frop IMPACT W CATEGORY II SAFETY 2. NEW ROOF TRUSSES GARAGE/NON—A/C- 260 SO. FT. WIDE X 64" HIGH 2 SINGLE HUNG WINDOW GLASS PER FBC 4 4410. FEE 3. NEW MECHANICAL FRONT ENTRY - 55 So. FT I i 4. NEW ELECTRICAL REAR PORCAREA - S . Fr � vier a�HNG � Fat oaoRs APD wtNoows aRot�u P� irD coNsllNucTtaN Pas AREA - o sca. FT ND E suss AND 5. NEW PLUMBING TOTAL SQ. FOOTAGE 2700 SQ. FEET 6. NEW WINDOW AND DOORS 7. INTERIOR FRAMING, DRYWALL, TRIM AND PAINT.