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HomeMy WebLinkAboutBuilding PlansFIN GRADE Building Permit VENT DETAIL X" _l,-O" NOTE (AS PER R322.2.2 ) THE TOTAL FOOT PRINT ON THE GROUND IS 917 S.F. 1" / S.F. IS 917 5Q.IN. 1 VENT 16" x 8" = 200 SQ IN 917 5Q IN / 200 = 4.5 VENT BLOCKS WE ARE PROVIDING 5 THE VENT TO USE IS A SMART FLOOD VENT 1540-510 STAINLESS 5TL. FL 5822.1 a EXIST BUILDING ALTERATION LEVEL THE NEW STAIRS IN THE BACK WILL CLASSIFY THE ALTERA AS A LEVEL III AS PER FBC EXIST 2020 7TH EDITION 502.1 ADDITIONS THE EXIST STRUCTURE MEETS THE REQUIREMENTS OF THIS LEVEL Planning & Development Services Department Building & Regulations Division Product Review Affidavit Cllivners Name LEINA NICOLS Applicant. THE STRUCTURAL ACCORDANCE WITH THE 7 TH EDITION 2020 FLORIDA BUILDING CODE 2020 THE FOLLOWING SUPERIMPOSED LOADING HAVE BEEN UTILIZED. ROOF LIVE LOAD: 30 PSF DEAD LOAD: 25 PSF DONT USE 33% STRESS INCREASES FOR ROOF TRUSSES WIND LOAD 170 MPH AS PER ASCE 7-46 RISK CATT.II EXPOSURE " D" BUILDING DESIGN AS: PARTIALLY ENCLOSED_ ENCLOSED OPEN WIND TUNNEL TEST CODES FLORIDA BUILDING CODE 2020 7TH EDITION LOCAL CODES AND GOVERNING REGULATONS. ACI 318-02 ACI 421.1-1192 A.LS.C. NINTH EDITION ASCE 7-16 NEC 2017 EDITION NOTE ( AS PER R322.2.2 ) THE TOTAL FOOT PRINT ON THE GROUND I5 50 S.F. V / S.F. IS 50 SQ.IN. 1 VENT 16" x 8" = 200 SQ IN 50 SQ IN / 200 = .25 VENT BLOCKS WE ARE PROVIDING 2 VENTS THE VENT TO USE IS A SMART FLOOD VENT 1540-510 STAINLESS STL. Product Opening Design Pressures: Product Rated Desi n Pressure Manufacturer Modeq Nun Product Approval Plumber Blass Type Method of Attachment Windows +60 -60 JELD WEN 5INGLE-HUG FL 11120.R15 SEE PRODUCT APPROVAL Mullions Fixed Glass BtockGlan Skylights Sliding Glass Do ,'Swin. Type Doors +67 T -67SINGLE5 ERMA TRU OPAQUE FIBERGLA ING I s FL 13459.1 PACT S PRO UCT APPROVAL French Darya C e Dadra Hurricane Protection Roof Ventilation RsrhnglAaterlal ELITE 4" THICK ALUM PANEL 7621-R5 SEE PRODUCT APPROVAL TO BE SUBMITTED r FLOOD VENT-- 4/6- 1 SMART VENT PRODUCTS FL5822.1 INC I hav-e reviewed the above co liiii#s Cr c#aIdi anii I have approved their use in this structure. These products provide adegaate resistance to the wind loads and farces specified by current aide provisions. Signature: Design Prof. Celt Ne. Date: seal Oe:= 13_ sag ��f<igi���■S i:�ll1�, 0 in RAILING DATA PLUMBING SCHEDULE DESCRIPTION FIXTURE UNIT COUNT COLD WATER SUPPLY HOT WATER SUPPLY SANITARY LINE SIZE TO VENT REMARKS LAVATORY 1 112" 112" 1/2" COUNTERTOP SHOWER 2 112" 112" 2" BIDET 2 1/2" 112" 2" TUB 2 1/2" 1/2" 2" WHIRLPOOL TUB 2 1/2" 112" 1/2" WATER CLOSET 4 1/2" - 3" KITCHEN SINKS 2 112" 1/2" 112" COUNTER TOP REFRIGERATOR - 112" - - SHUT OFF VALVE DISHWASHER 2 - 1/2" 3/4" SAFE WASTED TO KITCH WASHER 4 112" 1/2" 2 LAUNDRY SINK 2 1/2" 112" 1 1/2" COUNTER TOP H05E BIBB - 112" A/C DRAIN - - - 3/4" PVC SCHEDULE 40 PLUMBING NOTES - PROVIDE SHUT-OFF VALVE FOR EACH FIXTURE. - MATERIALS SHALL BE AS FOLLOWS: 1) COLD WATER PIPING DOWNSTREAM OF WATER METER SHALL. BE TYPE "L" COPPER BELOW GROUND AND TYPE "M" COPPER ABOVE GROUND. 2) COLD WATER PIPES INSIDE OF SLAB SHALL BE TYPE "K" SOFT COPPER INSTALLED INSIDE POLYETHYLENE CONDUIT. NO JOINTS PERMITTED INSIDE SLAB. 3) SANITARY WASTE AND VENT 4" DIA. AND SMALLER SHALL BE PVC 4) STORM LINES INSIDE BUILDING SHALL BE PVC SCHEDULE 40. STORM LINES OUTSIDE BUILDING SHALL BE PVC SCHEDULE 80. 5) IN COASTAL AREAS ALL SANITARY AND STORM PIPING OUTSIDE OF BUILDING SHALL BE PVC SCHEDULE 40. 6) CONDENSATE DRAIN PIPE SHALL BE PVC SCHEDULE 401 IPE AND FITTINGS. 7) WATER HEATER RELIEF AND DRAIN LINE SHALL BE TYPE "L" COPPER 34" HGT RAILING ON TREADS 36" HGT ON LANDING & BALCONY RAILING ARE TO BE DESIGNED TO RESIST A LOAD OF 200# APPLIED HORIZ. OR VERT. PICKETS ARE TO BE SPACED TO RESIST AN OBJECT W1 A MAX 0 OF 4" AS PER F.R.C. R312.1.3 ALL HANDRAILS SHALL COMPLY W/ F.R.B.R. R311.1 HANDRAILS SHALL NOT PROJECT MORE THAN 1Y2' FROM THE WALL IF NEEDED HANDRAIL GRIPS SHALL COMPLY W/ S.F.B.R. R311.7.8.3 EXIST A/C TO BE RAISED SO A/C STAND IS AT 6.0' NAVD M 0 4Z6 {1 1 NAVD 7.0' FIN FLOOR 11 PVC ;EWE STAI DATA 4" L 4'-8" L 2'-4" 2'-0" SITE A' FL OR LAN PLAN 5 RISER: 4 TREAD i/4"=I'-0t1 A T KEYNOTES 55 . NOTE (AS PER R302.6 ) O PROVIDE %" DU-ROK ON ALL WD FRAME PARTITIONS. IN SHWR. AREA O2 R-11 INSULATION FOR 4" PARTITION R-19 INSULATION FOR 6" PARTITION 1. CC O 4" HGT. TILED CURB EQU WI7 ® MIRROR 2. C( ®3. PF 5 SHELVES 4.0 4 x 4 P.T. WOOD POST 5. PF © 3'-0" INTO GRADE TRA IN V-0" 0 CONC AUGER 6. PP FTG 7. C( 2'-0" x 6'-8" HOLLOW ARCI © CORE FIBERGLASS 8. C( RAISED PANEL ALL 9. Al ® 2'-6" x 6'-8" FIBERGLASS 10. I RAISED PANEL BY THERMA TRU 11. O DOORS SHA O 291/2' x 351/Z' ALUM SINGLE HU� 12. A 1 ®APACT FLOOD V NT AT 711 EA AT 1011 EA ELECTRICAL FLOOR PLAN Y44"=1'-011 NOTES TRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND MENT FOR COMPLETE ELECTRICAL INSTALLATION IN ACCORDANCE THESE DRAWINGS. PLY WITH THE N.E.C. AND THE FLORIDA BUILDING CODE. ✓IDE EMPTY CONDUITS AS REQUIRED FOR TELEPHONE SYSTEM AIN ALL PERMITS FOR WORK UNDER THIS CONTRACT. ✓IDE TEMPORARY POWER AND LIGHT OUTLETS FOR USE BY OTHER VIDE ALL REQUIRED CONNECTIONS FOR OTHER TRADES. QbINATE ALL OUTLET LOCATIONS WITH BUILDING TECTURAL FEATURES. ITRACTOR SHALL VISIT THE SITE TO FAMILIARIZE HIMSELF WITH LISTING CONDITIONS. CABLE SHALL BE COPPER EXCEPT WHEN NOTED OTHERWISE. )OOR CONDUITS SHALL BE EMT. (DOOR CONDUIT SHALL BE SCHEDULE 40 PVC MINIMUM COVER BE 24' MOUNTING HARDWARE SHALL BE BY CONTRACTOR R322.1.8FLOOD-RESI5TANT MATERIALS, BUILDING MATERIALS AND INSTALLATION METHODS USED FOR FLOORING AND INTERIOR AND EXTERIOR WALLS AND WALL COVERINGS BELOW THE ELEVATION REQUIRED IN SECTION R322.2 OR R322.3 SHALL BE FLOOD DAMAGE -RESISTANT MATERIALS THAT CONFORM TO THE PROVISIONS OF FEMA TB-2. PLUMBING FLOOR PLAN i/4"=1'-0" 3" PVC LINE �� SEWER MAIN V SINK Zr v 2,-0037 REVIEWED FOR CODE COMPLIANCE ST. LUC E COU TY B CC 9" VENT THRU ROOF SHWR. 2 F.U. kkjlll fit PLUMBING RISER DIAGRAIV o...... <'/ O \c N.T.S. 0,520 6 • q AT t` ^ ~ O v t` Z N � a N � w W W r a, zoU O M r A C) 06 a, a V O� Q C) Q� o �A O � z ICI W U N W � AlLE COPY 20' BUFFER AREA 30.0' :o I A W BATHROOM ADDITION 6" 6. EXIST HOUSE 4 13 0 �i+eo 716„ 20' COMMON USE AREA ELECTRIC CNS aox a FIN FLOOR OF HOUSE IS I ELECTRIC BOX NN89 56 �' I 7.O NAVD OCCUPIES PCOR 30.00ti- 6' ONO; 10.35 S 11.40' 0.6, I I 0 a s 3 NEW BA ROOM W I n � j4 � 01 sT 6 TRAILER $ f7 n r.o � � s o� a Hg �._.�._._.—.— �`a� I % OT#t 25 f l 17.9' 9.75' hFEMA FLOOD ss I LEVEL IS 5.0' cork DRIVE o NAVD DRIVE 150.00' 1t7 iR� 9"58''t2"W_ . INO I SITE BENCHMARK J�0.00v "LB 4286" EIEV= 3.92 NAVD 1988 AMSTERDAM AVENUE L.—._.—._ mo_.—.—.—.—.J VARIABLE RIGHT-OF-WAY— SITE PLAN SURVEY PLAN SCALE 1/4"=I'-O" SCALE Ke•._].-0ic. `c 1 egal Description �` --VITINDMILL VILLAGE BY -THE -SEA ONDOMINIUM NO I UNIT 25 AND O-RATA SHARE IN COMMON ]ELEMENTS 2-2 x 6 WOOD BEAM W/ 2-5/8" THRU BOLTS THRU POST 2- %' THRU BOLTS THRU —� POST AND STRINGER EA SIDE 2 x 12 COMPOSITE BDS TYP GRADE O 1=1II I II11111 I I -I 1111 � 1II (l° III I ° 2- %1' THRU BOLTS THRU_ POST AND STRINGER -� -EA SIDE I1=1I1=1I1=1I1=III-1I If'. 1 11=l 11=1 I IEI 11=1 I I=, =1� I IEEI I 1=1 11=1_I 1=1 11 I I: ll) l � l 111 l � I llI�I I'p .�1 I�� 2. 6 CO E �bj 2 x 6 WOOD JST LU 26 HANGER W/ 4 - SD9112 SCREWS IN JOIST AND 6 51)9112 IN2x6 li. I I >il l 'I I M 11=1 I I' I I I' 'I I M 1 I I III . � 12 x 12 WOOD STRINGER-1I11 I I I-1 I I I P.:� @ EA END _III a I I 11 �=I l1-1 I 1-1 I —I iI—I 1— 4 x4 P.TWOOD F,1 40111 IPOST INTO GRADE A DEPTH O IIII SECTION " B " 3/411=1'-011 NEW 4" PREFAB ALUM PANELS NEW 36" HGT. ALUM `CTOBE 1 .0' NAV TO IN F OR OF FLOOD VENT W/ 8 d NAILS @ EXIST VINYL SIDING 4" O.C. AT ALL EDGES AND 6" IN FIELD REAR ELEVATION LEFT SIDE ELEVATION Y411=11-011 Y4"=1'-0" 1'-0" 4 THICK ALUM PANEL BY ( ELITE ) PRODUCT APPROVAL # 7621-R5 Y4' x 2" EMBED INTO TOP Pt LAG BOLTS @ 10" O.C. 2 x 5Y4" COMPOSITE WOOD W/ #8 55 SQUARE DRIVE SCREWS 4 PER BD. 6P.TWE) BDS 2-2x4WOOD PL— EA. SIDE W/ CAPS AT 16" O.C. POST DETAIL PLAN VIEW qn=11-01, 2-2 x 6 WOOD BEAM W/ 2-5/8" THRU BOLTS THRU POST 2- 5/8' THRU BOLTS THRU POST AND STRINGER EA SIDE LU 26 HANGER W/ 4 - SD9112 SCREWS IN JOIST AND 6 SD9112 SCREWS _ IN2x6 GRADE V.. in VINYL LAP SIDING SIDING ON 1 LAYER OF TY-VEK ON %I' EXT'R GRADE PLYWD W/ 8 d NAILS @ 4" O.C. AT ALL EDGES AND 6" IN FIELD Pe 12" O.C. W/ FEMA FLOOD VENT PROVIDE A CONTINUOUS SEALED FLASHING Y2" DRYWALL FIN R-11 INSULATION 2 x 5Y4" COMPOSITE WOOD W/ #8 55 SQUARE DRIVE SCREWS 4 SPH-4 SIMPSON ANCHOR �- W/ 10-10d x 1Y2' INTO STL EXIST WOOD BECK 2- %" 4" LAG BOLTS A, NEW 4" PREFAB ALUM PANELS NEW ALUM RAILING NEW STAIRS FLOOD VENT VINYL LAP SIDING SIDING ON 1 LAYER OF TY-VEK ON %I' EXT'R GRADE PLYWD W/ 8 d NAILS @ 4" O.C. AT ALL EDGE5 AND 6" IN FIELD I. 11° .,I 11 11=1 I I 1 I I I I IEEI I M1l. I _=_h�1El I I- .rl I I—III-111—I 11-111-1 11. ° I �. I I 1 I 11 M 111=1 11—I I I —I 11-1 I III —III —I I. I-1 I I I—III—III—III=� I I III EXIST CONC SLAB= =1: 1 F-I I h; ; I i I IEEI I I I I I I I ,Ill, ' I-4 x 4 P.T. WOOD � III III=III-1 I I—III—1 l I-1 I I- - �e , '14 x 4 P.T. WD POST=III=1 rI (POST INTO GRADE A DEPTH OF 31 0 11-1 11=1 I I=111-111=1 I E 111=111=111-11_I—III=111=1IIE =1 11-1 I MII MI I lEi1 11=111=1 11MEUI SECTION " A " — 4 x 4 P.T. WOOD POST INTO V-0" 0 CONC AUGER 3/4" =1'-0" FTG DEPTH OF 3'-0"'It 1 ALL WOOD BELOW FLOOD LEVEL AT 5.0' NAVD IS TO BE PRESSURE TREATED EXIST WOOD TRUSSES ALUM STRUCTURE TO BE SUPPORTED AT NEW END WALLS AND NOT THE EXIST STRUCTURE EXIST O.H. TO BE CUT BACK FIN FLOOR OF HOUSE IS 7.0' \ a 0 00 W r �7 M r a O' �A0 � 0 U � U -III-1 � I -I I 1=1 ==1 1I— E16 III— o _ � N g4 it p I No. 20 F� v S A rn O 7791111 FILE COPY