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HomeMy WebLinkAboutRevision; Add Slab off Back of Rear Porch for Grill AreaOFFICE USE ONLY: DATE FILED: REVISION FEE: P tILECOPY RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING &'CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-155$ V#\X �17;)9fis,O7# APPLICATION FOR BUILDING PERMIT' REVISIONS PROJECT INFORMATION 1. LOCATION/STLE 9 IOSCA ADDRESS: 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: ADD A 9'10" X 6' SLAB OFF BACK OF REAR PORCH FOR GRILL AREA 3. 4. 5. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAB ivlr i 1 nn vv i ADDRESS: bi b South U wT CITY; Fort M. Lucie c PHONE (DAYTIME): OWNER/BUILDER INFORMATION: NAME Wynne Building Corporation ADDRESS: CITY: PHONE: ARCHITECT/ENGINEER INFORMATION: NAME: BRADEN & BRADEN ADDRESS: CITY: STUART PHONE (DAYTIME): (772) 287-8258 Reviwdi07/22/20'14 COUNTY CERT. #: 8898 emu. FAX: 772 7 - M FAX: FAX: ZIP: ZIP: 1111111 FLOOR FLAN TYPICAL NOTES: SCALE 1/4" = 1'-0 " 1. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc.., to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cont, tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set bg Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 Der FBC R302.9.1 IL. Wall and ceiling finishes shall have a smoke -developed index of not greater than '450 per FBC R302.9.2 1-1. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x G" P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen with F.B.C. R316 - see permit info box or code edition 18. Gyyppsum board material shall conform to ASTM C36, C-79, C'41;, C514, C630, C931 C960, C1002, CIO41,CIli-1, C1178, C12-18, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. a acin of fasteners Neil sizing options for Spacing installation of dryywall into Nails Screws Maximum wood framing main era 21, x min. thickness Ceiling Perpendicular 2,4 1" 12" 13ga 1 3/8" long with 19/44" head 0.098" diameter x 1 1/4" long 1/2„ annular -ringed or Sd cooler nail Wells Either 1G" 8„ 141, 0.080" dia. x 1 5/8" long with Direction 15/64" head OR Ggpsum board nail 0.084" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 12" 13ga 1 5/8" long with 19/44" head 0.098" diameter x 1 3/8" long e „ annular -ringed or 6d cooler nail OR Walls Either 14" g" IG" 0.092" dia. xx 1 1/8" long with Direction 1/4" head OR Gypsum board nail 0.0415' die. x i T/8" with 19/44" head. Masonry Beam AREA CALCULATIONS Living A/C = 1,306 sq. ft. Front Porch = 23 sq. ft. Rear Porch = 118 sq. ft. Garage = 303 sq. ft. Total Under Roof= 1150 sq. Ft. Total Cubic Ft = 2' VTR 4 12„ I MASTER I2° BATH ll 2" LAUNDRY 3"1 PLUMBING RISER 2"n2' AAV N _1r2" To Septic Install SGD thru buck into N O O block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval I" x G" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door Use 3/16" tap -con with sliding door 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max - Masonr Wall thereafter at sill per product a royal -� y /2° 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members Installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84, Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 21ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and G" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced G" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 11/2" ( 24" o.c.) supporting nails Max 4 PRE-ENGINEERED TRUSSES IS101ba. uplift at 24"o.c. TYPICAL \ (shop drawings by manufacturer) Aluminum Drip --� Edge t Fascia 2" x G" Sub -Fascia Kalican full o vent vingl using 1/8' dia ahank x I. roofing nails with 3/8" c product approval - we 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled call-� Grade in Wood TYFICAL SECTION \R-30 blown fiberglass in bottom chord of trusses -1/2" drgwall with smooth finish Two rows of beam block filled with concrete -and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (b 45 bar Cont. for bottom row over openings 1/2" drywall over I" x furring strips a I6" o.c. with R4.1 fi-foil -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" onl proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) #5 bar vert. (typical). 'Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR G"x6" 410/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill 14"w Lrete footing with (2) #5 bars coat. and #5 transverse bare at 48" o.c. Scale : 1/2" = I' - Bottom Track _--Tgpical Flooring Sill Install SGD thru buck into block with 3/14" tap -con with Sliding Door D e t a i l 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS 01 Window Schedule Mark Size Rough O en. Window Descrl Lion PRESSURE ZONE I. 4'-5Y9"x 4'-2 %" 54/""x So %a' Single Hung ZONE 4 2, V-2Y""x V-3 %" 15" x 63 %," single Hung ZONE 4 3. 2'-2Y2" x 3'-2 /"" 21Y2"x 38 %' Single Hung ZONE 4 4. 3'-1 %'k 4'-2 V 38/7x Soy"" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction iiQ•� CK 2'-I" 6'-I" 9'-10" ------------- > 400-&� RE SION REVI1EWED 000E COMPL ST. L CIE CC OPTI NAL IQ. PATI /SLAB 12" BOCCE' 0o ao ao a o 0 ry 12'-8" 10'-10" 0 0 _ ° COVERED o o N MASTER DEN = PORCH - - � BEDROOM o _ - v : rU17' ao a_V U ~LLN �i__= Mail 10 000 H 0 O I i o a ` I I I o O I co 1 GREAT I ROOM CLOSET o E I <i O ' M O 9[ , 2" 4' ' O" Q O EN LO R PWD° N I I O DINING ROOM /C Tankless WH I O #I mounted above 48" a.f.f. G _ O 0 i © H.B 1 m 122" x 3G'� - Acusi rr - - - - - 0 150 A p r4ttxc t_"_th �0h` Meter Pane vI-T m y v° STACK WASHER r �$h V ou ° DR D , I DW I I ®' GARAGE U I I Cl)CA 14' -O" 4„ -4 3yeAul 11„ 15 4 3/e r tr LALII�DDR_ F O KITCHEN dc I - - - I 1 Ide kH.B5/e" K6E JY drywall A/c STORAGE I I Om i DO i$g Install windows thru buck into block with 3/I1" tap -con with 1 1/2" penetration at G" o.c. max. from each corner and 20." o.c. max thereafter at .lambs and 20" o.c. max. Exterior face at head and sill per product approval of wall -- \ Buck to be I" x 4" PT I"x4" P.T. Buck nailed to lock with case hardened nails Detail at W i n d OW S prior to window attachment Braden It Braden AIAe PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (1 12) 281-8283 E-mail: bradenaiaecomcast.net NTS Wunne Building Corp. The Cottage Spanish Lakes St. Lucie County Florida G'-43/ I2'-4%"l2'-4 ALL WINDOWS TO HAVE a wauor fOCe DRYWALL SILLS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Date Drawn Revisions a-3-2o GARAGE LEFT Drawn by: C.C.U. Checked by: D.R.B. 5'-i'/c" 1 _ 51- Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x G" PT Buck Detail at Door #8 Wood screws thru Jamb into buck at each hinge and 15" o.c. max and orior to door attachment NTS Sheet 2. OF 5 G� Comm # I9-220 B a. STRUCTURAL MOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 9• DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MiN. 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10• ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-I6, E 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL II• ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 12• MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FiLL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. IS- ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 1• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDA71ON FLAN I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 95 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'—II" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'—O" and up Contractor to see plans for any other condition used. Foundation walls Shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 5 bar vertoverlap w/ 30" overlap Fill cell with concrete and at each filled (1) #5 bar vert. (typical). Thicken edge to 8"x8" c SCALE: 1/4" = 1'-0" Termite Protection for New Construction, Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. Max spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR Wood 48" unless otherwise noted one 95 bar continuous Ox6" #10/10 WWM on 10 mil Visqueen over Base see foundation plan notes for clean compacted termite treated fill spacing at openings 4" concrete slab with fibermesh OR GRADE Vxb" #10/10 WWM on 6 and Visqueen over clean compacted termite treated fill °° Grade °- III PORCH SLAB EDGE ��������� 1�14"w x 18"d Concrete footing —� I- with (2) #5 bars cont. and #5 # transverse bars at 48" o.c. 3„ 3„ '1 T TING DETAIL J SCALE 1/2" = 1'-0 4" concrete slab with fibermesh OR 6"xV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cost. Step per foundation plan 12„ DETAIL AT GAR 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of footer IV below finished floor Grade 45 bars cont. bottom steel E STEPDOWN SCALE 1/2" = It-Oil 11T T��30"x30"xl6" concrete column footing with (4) 95 bars each wag COLUMN FOOTING DETAIL roc #5 bar Cont. in Curb height Verify based on foundation plan GARA(Z; Wood Base LIL DETAIL SCALE 1/2" = 1'-0" 5 bar vert w/ Contractor to provide proper foundation chairs For proper steel installation 30" min. 30" overlap Corner Steel Lap t each filled cell nts 'ill cell with concrete and ) #5 bar vert. (typical). Filled Cell Masonrg Column With One iax. shall not exceed #5 From Footing To Tie Beam e" unlessnless otherwise noted g we foundation plan notes for Conc. Fill To Be 3000 PSI pacing at openings See Floor Plan For Location 4" concrete slab with fibermesh OR xV #10/10 WWM on 6 mil Visqueen over 11 clean compacted termite treated fill �(nl � 14"w x 18"d Concrete footing with (2) #5 bars cont. and #5 3" transverse bars at 48" o.c. N �URB DETAIL cd`Al t= 1i111 = 11-n" 2" x 6" PT wood secured with 1/2"dia. x 6" expansion anchors with 2" sq. washer at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. _l_0LLLJ_ MILT Single Filled Cell Column NTS Filled Cell Masonrg Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden t Braden AiA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiaecomcast.net I° OPTIONAL25'-2" i 4 PATIO/SLA Q io DE :: l i i - ----------------------- -- Ez :4 — i] I I Rear Patio/Slab I " L 0 tobe from pthe ehouse aslab. I EI I I - I I I o 0 I It = I �UIM I I O p ZL I I N I ILL A W101 E 1212E E I FI t-------- E Rear Patio/Slab to be flush with bottom of I sliding door recess. Slope 1/2" DI I I IO I I 4" concrete slab with fibermesh OR E Ltlx6 410/10 WWM on 6 mil Visqueen over I clean compacted termite treated fill I ° OI-- EN LO R —F— —� -- �- A/C I Tankless � lA i #I mounted above 48" a.f.f. OD 0 150 A pG Meter Pane--- E LTq I KA NU —� o o aW I I �' F5 t I U lI 0 1 ° E E 4'-0" 4 l #I\ l I lAbowel o I 4L I I O D I �p o I I FI IL I I I E -e OO T I FI I E H.B. D I cA I I FI I o Lu I FI I F5 I I I in N I FI E L----------- --J C7 EE — — — — —— —J E E o 1.5" Recess for Tio 0 e� r o -T o _77. - o 0 0 Wynne Building Corp. The Cottage Spanish Lakes St. Lucie Countg Florida 2'-8" uarage uoor 6'-4 ,1s„ I1`2 %" 'IEWED I FI COMPLI NCE JCiE CO NTY BOCK FOOTING SCHEDULE Mark size Description FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x 100 COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS Q14"111 x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0" With Curb at Garage Date Drawn Revisions Sheet Comm it GARAGE 8-3-20 LEFT Drawn bg: 19 — 2 2 O C.C.U. 3. B Checked bg: D.R.S. OF 5 �(nl � 14"w x 18"d Concrete footing with (2) #5 bars cont. and #5 3" transverse bars at 48" o.c. N �URB DETAIL cd`Al t= 1i111 = 11-n" 2" x 6" PT wood secured with 1/2"dia. x 6" expansion anchors with 2" sq. washer at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. _l_0LLLJ_ MILT Single Filled Cell Column NTS Filled Cell Masonrg Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden t Braden AiA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiaecomcast.net I° OPTIONAL25'-2" i 4 PATIO/SLA Q io DE :: l i i - ----------------------- -- Ez :4 — i] I I Rear Patio/Slab I " L 0 tobe from pthe ehouse aslab. I EI I I - I I I o 0 I It = I �UIM I I O p ZL I I N I ILL A W101 E 1212E E I FI t-------- E Rear Patio/Slab to be flush with bottom of I sliding door recess. Slope 1/2" DI I I IO I I 4" concrete slab with fibermesh OR E Ltlx6 410/10 WWM on 6 mil Visqueen over I clean compacted termite treated fill I ° OI-- EN LO R —F— —� -- �- A/C I Tankless � lA i #I mounted above 48" a.f.f. OD 0 150 A pG Meter Pane--- E LTq I KA NU —� o o aW I I �' F5 t I U lI 0 1 ° E E 4'-0" 4 l #I\ l I lAbowel o I 4L I I O D I �p o I I FI IL I I I E -e OO T I FI I E H.B. D I cA I I FI I o Lu I FI I F5 I I I in N I FI E L----------- --J C7 EE — — — — —— —J E E o 1.5" Recess for Tio 0 e� r o -T o _77. - o 0 0 Wynne Building Corp. The Cottage Spanish Lakes St. Lucie Countg Florida 2'-8" uarage uoor 6'-4 ,1s„ I1`2 %" 'IEWED I FI COMPLI NCE JCiE CO NTY BOCK FOOTING SCHEDULE Mark size Description FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x 100 COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS Q14"111 x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0" With Curb at Garage Date Drawn Revisions Sheet Comm it GARAGE 8-3-20 LEFT Drawn bg: 19 — 2 2 O C.C.U. 3. B Checked bg: D.R.S. OF 5 Wynne Building Corp. The Cottage Spanish Lakes St. Lucie Countg Florida 2'-8" uarage uoor 6'-4 ,1s„ I1`2 %" 'IEWED I FI COMPLI NCE JCiE CO NTY BOCK FOOTING SCHEDULE Mark size Description FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x 100 COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS Q14"111 x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 9 0'-0" With Curb at Garage Date Drawn Revisions Sheet Comm it GARAGE 8-3-20 LEFT Drawn bg: 19 — 2 2 O C.C.U. 3. B Checked bg: D.R.S. OF 5 Date Drawn Revisions Sheet Comm it GARAGE 8-3-20 LEFT Drawn bg: 19 — 2 2 O C.C.U. 3. B Checked bg: D.R.S. OF 5 PANEL "All Palo BR Load I Wire Description circ# scription Wire Lead BR Poles 1 20 1.2 kw 812 Refrigerator IRange U. 12.0 kw 50 2 1 20 1.2 kw *12 Clothes Washer 3 1 20 1.5 Ike #12 Kitchen S.A.C. 5 TIOAir $10 5.0 ka 30 2 1 20 1.5 kw #12 Kitchen S.A.C. 1 1 20 - #12 Bathroom Racepts 9 ond #10 5.0 kw 30 2 1 20 1.2 kw #12 Dishwasher II 12 I 20 1.2 is 1 #12 Microwave 13 14 Air Han $10 5.0 kw 30 2 I Is #14 General Lighting 15 IL - I 15 #14 General Lighting 11 18 WH #8 1.6 kw 40 2 - 1 15 - #14 General Lighting 19 20 I is - #14 General Lighting 21 22 to 1.6 kw 40 2 I 15 - #N General Lighting 23 24 spare 25 26 Goo 912 0.81 K 20 I Spare 21 28 Spare Spare 211 30 Span PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General . Lighting..(3. watts..sq, , ft.) . . . ............... ,Small, Appliance, Circuit(s) ,,,,,,,,, ,,,,,,,,, ,,,,,,,,,,, Range . ......... ............ ...... ......... ........... Refrigerator ... ............................................... Microwave ................................................................. . Dish . Waaher................................................... Clothes..W+?}her............................................... Clothes .Dryer ................................................ Water Heater Garage. Door. Opener ....................................... 1609 3 4.821 2 1,500 3000 1 12,000 12,000 1 1,200 1,200 1 1.500 1500 1 1200 1200 I 1200 1200 I 5,000 5,000 I 15,200 15.200 I 810 810 Total Watts 45.931 First 10000 Watts e100% 1 10,000 10,000 Remainder 39.931 940% 1 O 14.348. Electric Heat or A/C 10,000 e65% 1 10,000 10.000 Calculated Load Watts 34.314 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 143.22 Panel Size Required =ISO Ampa Electrical S mbol Legend 3 $angle Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Egeball Recessed PS Push Button Swatch Exhaust Fen Duplex Outlet Ceiling Mounted Light •0 Special Receptacle Wall Mounted Light Wateirproor ground fault circuitIE,.Q= interrupter PQ Light with Pull Chinn (attic) ® Floor Duplex Outlet © Computer Connection Jack 0 Carbon Monoxde Detector 4c:? Flood Light Q Thermostat Electrical Panel m ® Central Vac 8 Electrical Meter ® Smoke Detector Coaling fan fR Television Jack Telephone Jack A oso A/C Disconnect ® I x 4 Florescent Light ® 12 x 4 Florescent Light ® Speaker Hook -Up = JUNCTION BOX TO SUPPORT A FAN O as THERMOSTAT LOCATION B/A we BALANCED AIR FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW (3) #1 THHN Copper 2" PVC Schedule - 40 conduit 200a rat meter can 2" PVC ( FPL)� schedule 80 2" rigid service FPL A/C disc. LJ I 150 AMP MICE. PANEL bonding pant #2/0 AL SER Cable With 41 Grind 2" PVC Schedule 40 conduit sleeve into attic 200a rated meter can 2" PVC schedule w-�r.rw 2" no A/Cdisc. L ^ I ISO AMP Mcs PANEL bonding pant GEC Barf2)#f� c�pe�sWvanaed GEC to rf2)uP8'peOr adivanre to aed ground rods grand rods ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment 2.5ton Ski A/C #I Meter, H.B. 124 CFM IOx1OX7l MASTEf BEDR0 M 124 CFM IOxlOx1 18CFM x4x4 19 - r �a I------ '� ' U S CFM B%A O 8X4x4 CLO IZ Tankless WH mounted above 48" a.f.f. 150 Amp Panel GARAGE FWD ic Acc usal sal P with light 8CFM x44x4 r------------------- i I I I I I I I I I I I I I I I I I I I I I I 8x44CIS4 MECHANICAL ELECTRIC NOTES: I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship 20, All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke t Carbon free of defects For a period of not less than two years from ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called ror on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair or any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected other phase of installation that may have been damaged. 6. Recessed cans to be installed per NFPA requirements. I6. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or through any concrete 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical aystem and provide all largest conduit or pipe from any other service. 8. A/C Return Air Balance Must comp)gg w/ FBC RMI602 the requirements necessary for the equipment to be placed in 9. A(C Refnwrit lines that are run [hru slabs must be proper working order. 23. All exposed wire below 9'-1" shall be installed in metal EMT aeeved in C 11. All work shall be done in accordance with the N.E.C. and conduit. 10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per 11. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FBC RMI502 contractor, the completed system shall be fully operative. and telephone company. 12. Contractor shall pay for all lees, permits, testing, and inspections including blower testing where required. 18. The electrical system shall be completely and effectively 13. All work shall be coordinated with other trades to avoid grounded as required bg the latest edition of the N.E.C. interference with the progress of construction. 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' against the public liability and property damage for the labels where applicable. duration of the work. OPTIONAL PATIO/SLAB COVERED PORCH 144 CFM 12Xdxl I I I I GREAT I ROOM 1 112 CFM 1 112 CFM IOxlO)d@ 1 IOxlOx18 I I i _III D_IN_IN_G ROOM = =� ru�shou DW I I 1 I III CaIAbo el IllCISI I AUhID �I 20x2O R(A Y10 I I KITCHEN -- 1 de sk 38 CFM 1 I x4x4 ENTRY s w I WI LAYOUT SCALE: 1/4" = 1'-011 Install oulet under disc. not shown fo\_`C�, �larlty wP c Exhaust Duct Thru Soffit A/C #I +H.B. Meter H.B MASTER BEDROOM CLOSET \_Tankless WI7 mounted above �/ 48" a.f.f. \_ Pull chain �12• x 36. light in atticP0 f4ttie Aeeesi 150 Amp with light Panel GARAGE GFCI Opener r- - - - - - - - - ---------1 I I I 1 I I I I I I I I I I I I I I I I I I I I OPTIONAL PATIO/SLAB -------- EREVIEWED FOR ODE COMPLIANCE T. LUCIE COUNTY PiOCC COVERED PORCH GFCI DEN i I c11 CL IU ®I ©I � I I I I GREAT I ROOM I i I DINING ROOM cs \ir • ' - e Post Light with Photo cell 1 LECTRICAL PLAN SCALE: 1/4" 2309.1 Total Attic Space = 1,924 sq. ft. Venting Ratio 1/150 = 12.82 sq. ft_ required Provide A Continuous Vented Soffit Braden t Braden AlAf P,4 �� ►one Building Corp. Date Drawn Revisions Sheet Comm # Architects -Planners 'lli S.E. Coconut Avenue e C of t a e TheCottage GARAGE LEFT 8-3-20 Drawn by: 19 - 2 2 0 Tel : (112) 281-8258 11� g C.C-U. E- 1 Fax : ('112) 281-8283 E-mail: bradenalaecomcast.net Spanish Lakes St Lucre County Florida Checked by: Stuart FL 3'499L #AAC000032 . D.R-B- I OF 5