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HomeMy WebLinkAboutBuilding plans■'' 12 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 911451.12 24 ga. 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 L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails aced 4" o.c. at^all laps_ and two staggered 12" o.c. in field. Attach RIGHT ELEVATiON 12 SLOPE LEFT ELEVATION 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 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 6" end - laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 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 0 end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" ox. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 sLOP�E . — Finish Columns with 5/8" thick cut coral COVERED finished stucco bands PORCH re (7'—A" m Fnsl�nrl Flnnr r 5/8" thick x 8"w cut coral finished stucco band-s'-, 0'-0" = Finished FI 2" x 4" top plate II 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. base —board � 11 II ,, 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill interior Non —Bearing Partftlon nts Braden t Braden AIA, FA Architects — Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: brad enaiascomcast.net 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION 12 5/8" thick x 8"w cut coral finished stucco bands SCALE. 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 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 L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. Wcmne Building Corp. THE ROYALE Spanish Lakes St. Lucie County Florida 2'-2" \� 5/8" thick x 8"w cut FRONT ELEVATION coral finished stucco bands SCALE: 1/4" = 1'-0" 4LL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING DCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP 4ND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: 165 mph ultimate Mean Roof Height: W-O" Roof Pitch: 4:12 ®ROOP2,12Wind Internal Pressure Coif`rent: to -In Subjectabihtg to damage from: Weathering: Negligible Termites: Vera Heavu Width of Roof End Zone. 3'_4" Wind Speed: 145 mph ultimate Exposure Classification: C IH Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.124 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL; O.LDL+O.LIAL Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.4/-32.6 psf Roof Zone: 2. +20.4/-51.0 pat Roof Zone: S. +20.4/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 5. _ I Zone Wall Zone: +35.a/-31.8 psf Walls 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided?Yes ® = Roof Zone 2 Walls Zone 5 Are Components an Cladding Deta—Cis Provided? Yee END ZONE Minimum Sal Bearing Pressure:2.500 psi. Presumptive: X Bg Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS M= Corner Zones Roof Zone 3 ROOF LIVE LOAD: IT pal ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: __4_5_ pal FLOOR DEAD LOAD: 10 oaf JOB ADDRESS: CsIw MODEL: Date Drawn Revisions Sheet Comm # 3-28-18 5-23-I8 Smoke detector revision GARAGE Drawn by: .._ kJ 11 1 12-100 LEFT���� Checked . B L7 R.B. VIE�ED`1FOR OF SIT. L CIE COUNTY p nCC gg/70 F_ "O CRASH POST DETAIL AREA CALCULATIONS TYPICAL NOTES: SCALE I/�" = I'-o° N.T.S. Living A/C = 1120 sq. ft. I. Contractor to verify ALL notes and dimensions prior to high by 4" diameter steel crash post. Floor steel Back Porch Total = 210 s ft. proceeding with work. p g Flange with 4 - 3/8" q' 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into Garage = 31-1 sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/e°t So ksi steel plate) Entry = 28 sq. ft. a minimum 1,400 P.S.I. fiber stress. ` Total Under Roof= 2215 sq. ft. 4. No dissimilar metals to touch. 2%2" 2�2° Total Cubic Ft = 13,760 S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. �2" " ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to ° shall be DOO P.S.I.concrete and/or 4 000 P.S.I.rout mix h 3. g 3/e " ° 1 „ 2/2 , VTR I 6. Drywall at ceilings shall be leveled and attached to bottom chord VL�v 2" of trusses with screws per FBC R102.3.5. 2�" Attach 1/4" din. buck to block wall with Elco conc screws with min. I I 2 I I 1. ALL wood in contact with concrete shall be pressure treated. ° ° 1 1/4" penetration at 12" o.c. max 4" from thru BATHER I LAv-1 8. ALL wall dimensions are nominal and not finished wall or stud dimensions, and max each corner h" Exterior face 2" x L' PT Buck el Lqy_, 9. ALL plumbing fixtures to be low flow. of wall I 2" „ 10. Contractor to Provide Drain at water heater in accordance 7UD1arms 13 win -I 21, with the current edition of the Florida Plumbing Code. we -I 2° 11. u Contractor to Provide a 2'-8" wide door at one bathroom for „ #8 Wood screws thru jamb into buck at each hinge and 15" o.c. max and 2" LAUNDRY 3" 2" handicap accessibllrt requirements. , „ h P y q 2' /a 2' /a " Detail at Door p nor to door attachment _ 11 6T 1 3 12. A Lowest finished floor to be set by Governing Building Department 6" NTS 311 i n 2 I 2• AAv L2. vTR Surveyor t0 Set in field. INSTALL VULKEM BLOCK SEALANT 3„ a-ILr 13. Separation between residence and garage shall be per FBC R302.6 ON ALL JAMB, HEADER, AND KTICHEN 2" I 1-4. Door between garage and residence shall be 1-3/4"t 20 min. rated door BILL BLLOCK PRiOR TO BUCK 2 LAv-I _ _ W.H. Water Heater Install windows thru buck into o 3 1f 2 with 3/I6" tap -con with 1 1/2" penetration at V o.c. max 2" BATH #2 3" 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 from each corner and 20.' o.c. max thereafter at and 20" D.C. max. we-1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 4 O per FBC R302.9.2 .lambs Exterior face et heed end mil per product approval 2" 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall Buck to be I' x 4" PT 3" c7o flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation varias 3 materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition To Septic 18. Gyypsum board material shall conform to ASTM C36, C19, C4-15, C514, C630, C931 I"x4" P.T. Buck nailed to C�f60, C1002, C104-1,C11-11, C11�8, C1278, C1395, or C1396 and shall be installed lock with case hardened nails PLUMBiNG RISER Detail at Windows prior to window attachment according to the following: (FBC R'102.3.5) Masonry Bea 1"G" PT i3 11I .4t NTS Dr wall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for of drgwell into Spacing Maximum installation wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" longgm1 annular -ringed or Sd cooler n )/2 OR Walls Either IG" all 14" 0.080" dia. xx 15/8" long with Direction 15/64" head OR Gypsum board nail 0.086" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 7" 12" 13ga 1 6/8" lloong with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or Ad cooler nail OR Walls Either IG" 8" A. 0.092" dia. xx I -1/8" long with Direction 1/4" head OR Ggpsum board nail 0-0915" dia. x 1 1/8" with 19/44" head. x . . uc mat e o block with case hardened nails prior to door attachment Install SGD thru buck into block with 3/16" tap -con with 11/2" penetration at L" o.c. max. ';' ?:.'^'tt:ii'`.r:.`;•;'" from each corner and 20." o.c. max thereafter at head per product approval q 0 O Use 3/I1" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x G" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door I19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, Masonry Wall A108.1, A118.1, A118.3, A136.1 and A131.1 -~ rt 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall "�' O;mTrack" Typical Flooring be used as backer for the wall the in tub areas and wall panels in shower areas. Sill Install SGD thru buck into 21. Insulation includingfacings such as retarders or vapor permeable members installed block with 3/14" tap -con with g p p 1 1/2" penetration at 6" o.c. max. within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics Sliding Door D e t a I I from each corner and 20." o.c. max shall have a flame spread index not to exceed 25 with an accompanyin smoke thereafter at Jambs per product approvalJamb developed index not to exceed 4ce 50 when tested in accordant: with ASTM E 84. At Masonry Wall NTS Insulation shall comply with F.B.C. R316. Gulf Coast Supplg and MFG 5v Crimp Metal roaring FL #11451.12 26 ge. 5v crimp metal roofing attached to plgwood deck using 49 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 ib felt underlagmant installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced A" o.c. at all laps and two stagggered rows 12 o.c. in field. Attach deck to trusses using attachment detal on this sheet Simpson HETA 20 or equal hurricane one or at each truss 12 with (10) IOd x 1 1/2" nails PRE-ENGINEERED TRUSSES 4 1 24" o.c.) supporting Max. at 24"o.c. TYPICAL 1810Iba. uplift (shop drawings by manufacturer) Aluminum Drip ��IJ R-30 blown fiberglass Edge t Fascia in bottom chord or trusses I/2" drywall with smooth finish 2" x G" Sub -Fascia Two rows of beam block filled with concrete and (U 95 bar cont. in each row. Substitute Kaycan full o vent vinyl soffit installed precast lintel filled with concrete and (U #5 bar for bottom over openings using I/e" dia shank x 15" long galv. cont. row roofing nails with 3/8" dia. head per product approval - see chart sheet m 1/2" dr wall over I" x furring strips at 14" o.c. with R4.1 ?,-foil insulation on tgpical 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R-102.3_1 stucco on tgpical concrete T and shall meet all pertaining ASTM codes. "M" block construction � Mortar to be Type onlg proportioned per FBC R601.1 and Mortar Joints shall comply with FBC RL01.2.1. Provide Our-O-Rock at all wet areas (ex showers, tubs etc...) #5 bar vert. w/ 30" overlap FIII cell with concrete and et each filled cell (U 45 bar vert. (typicaU. Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR VxV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill W A J ....�. ..-_ Grade _- MII=MIIW I I1 -i IMIII II I -_-IIII- IIII II I I- 14"w x 18"d Concrete footing 1-1 with (2) #5 bars cont,and #5 14" transverse bars at 48' o.c. TYPICAL SECTION Scale : 1/2" = 1'-0" Window Schedule Mark Size Rough Open. Window Descri tion PRESSURE ZONE I. 4'-5%;'x 5'-3'/s" 54%s"x L3%4" Single Hung ZONE 4 2. V-2%'x V-3 W 15' x 43 %4" Single Hung ZONE 4 3, 2'-2" x 31-2%2" 2lk2'x 3a%" Single Hung ZONE 4 4, 3'-I" x 5'-3%s" 38" x 63'/;' Single Hung ZONE 4 5. 4'-SV'x 4'-21/s" 54%s"x 54 V 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 manufacturer a specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A T-ON X T-Om 108' x 84" loverhead Garage Door ZONE 4 B 3'-O" X C-8" 41"%;' x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-O" X L'-8" l4' x 81" a�;°s„°`s`°• Sliding Glass Door ZONE 4 D 2'-0' X v-8" Solid Core - Wood - 6-Panel-B,-Fold Finished 24' x 81 �2" E 2'-6' X C-8" Solid Core - Wood - 6-Panel F 5'-0' X L'-8" Solid Core - Wood - 6-Panel - B,-Fold G 2'-8" x V-8" x 1 N" Solid Core Wood, Steel, or Masonite Door H 2'-8" X C-8" Solid Core - Wood - L-Panel J IT-4" X C-Be Solid Core - Wood - L-Panel - B,-Fold ALL Exterior doors to withstand pressures stated box on sheet 1$1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction in permit info AND SHALL ON SHEET 9 �I_all -10-0I 101 1 10A��° EGRESS MASTER BEDROOM e'-o" A.F.F. Flat Ceiling 12'-8" 4" O I a- N Vanity to be / 34 Yz„h,gh o I 21'-0" 10'-O" Opt. PA-rl0/SLAB 101_/11 C12" x 12" Concrete column - block filled with concrete at (2) #1 bars vert. tied Into lintels above PORCH WIRE LATH t STUCCO CEILING OA BIB I I I 11EI I I I I 101 I JIII8'-O" to T-8" A.F.F. Vaulted -Ceiling I 20'0" I C-REIAT ROOM H.S. I a I N I ° rro s 2" x L O S E I N below L" knee -wall counter top Q LINEN CABIN AI" o e - J stir F` - Rod t Shel I DiNING � _o� I���� ROOM G o °`\ I HIGH WALL 8'-O" to T-8" A.F.F. - Vaulted Ceiling I e'-O" A.F.F. I o ` IF Flat Celhng I 1-1/2" VERHANG v ` - - - KiTCH'ER H N Upper cabinets to extend over Ref.IE N o NON -VENT THIRD m 4'-0" ° BEDROOM ° ® oRFE _-, _ O 8'-0" A.P.F. in J Flat Ceiling =_A\\, o I A/ C #1 o R-II Bata Inelaeie 22" x 54' `j ^ J >I Attic Access N - Provide auto I nth light �vvI �# 3' q" 4" 30" 4" closer L _ - - - _ NI 4"4 Steel Ballard I 1 O lap I� See detail on this sheet I Q J d m , 150 mp ® Double Linen Dou Hanging le LL Pan 1 D Han n 8 _ , 2" E ° Gt� A I� A G E � 1 I � H.B. O m Yanit to be I I y �' 8'-4" A.F.F. °r 3 Y,"hi9 O cv Flat Ceiling 11 in O o I 0 --------- ® Double an in �aa4Wng__ g 9- AL " v Block wall in j - I garage to be I Q Q struck block MT E 0 a- O 1 , I 0 EME 2E C° ° N I I EG V - o I I I I cu uU � I I g ° 1001 ° o Oo O° ° SECOND -e°o9 BEDROOM 0 8'-O" A.F.F. ° Flat Ceiling Braden t Braden AIA, FA Architects - Planners Wgnne Building Corp. 41-1 S.E. Coconut Avenue THE ROYAL. E Tel : (112) 281-8258 Spanish Lakes p St. Lucie County Florida Fax : (112) 281-8283 E-mail: bradenala0comcast.net a«11,A..« =1 stAaa/ tteer%nnnna.o EGRESS ° O 0 O 3'-411 9'-0" 2'-g" 2'-8" 2'-2" 9'-6" 21_211 15'-10" all -E 5'-41' Date Drawn Revisions Sheet Comm # 3-28-18 5-23-18 Smoke detector revision GARAGE Drawn by. : � 12_100 LEFT G.C.U. REVIEWED FOR . Checked bg: CODE COMPLIANC D.R.B. OF 5 RQCC STRUCTURAL NOTES. 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 `� DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 4-1 PSF ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS, NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. Io. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, 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 Ii ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 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. BE 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" BEAMS: I-1/2" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND 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 1400 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF N0.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FGI 1NDATICN 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.... S. Contractor to provide filled cell with concrete and I #5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'—il" 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 S. ALL Reinforcing steel shall be grade (0, meeting ASTM A—I6 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 vert. w/ 30" overlap Fill cell with concrete and (U #5 I,t (t ical) Thicken edge to 8„ x8 SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark size Description FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 120W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 3o" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With ; 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB 6 0'0" at each Filled c ar ver . Max, spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR Wood 48" unless otherwise noted one 95 bar continuous VxV #10/10 WWM on to mil Visqueen over see foundation plan notes for clean compacted termite treated fill Base spacing at openings GRADE 4" concrete slab with fibermesh OR V>d." #10/10 WWM on 6 mil Visqueen over zo clean compacted termite treated fill — Grade III — I _ I �I - — I I 1 1 14"w x 18"d Concrete footing with (2) #5 bars cost. and #5 3„ transverse bars at 48" o.c. 3" IY TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6 xb' #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Stop per foundation plan Grade ;.....1 .� Fft " i I I 1v 3" (2) #5 bars cant. bottom steel #5 bar cont. in curb Curb height Verify based on foundation plan 0 PORCH SLAB EDGE DETAIL 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. SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap at each filled cell Fill cell with concrete and (1) #5 bar vert. (typical). Filled Cell Masonry Column With One Max. spacing shall not exceed #�, From Footing To Tie Beam Wood 48" unless otherwise noted see foundation plan notes for Conc. Fill To Be 3000 PSI Base spacing at openings See Floor Plan For Location 4" concrete slab with fibermesh OR ° VxV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill O `r s 1=1111. ' :, II_„IIII „IIII_„1II single Filled cell Column lo" —, 12„ 2 DETAIL AT GARAGE STEPDOWN 8GARA SCALE 1/2" = 1'-0" 12" x 12" concrete column block rilled with concrete and (2) #-1 bars Vert. tied into lintels above Top of Tooter 16" below fimehed floor r -I� 14"w x 18"d Concrete footing 1 with (2) #5 bars cont. and #5 b" transverse bars at 48" o.c. RB DETAIL SCALE 1/2" = 1'-0" 30"x30"x16" concrete 2" x 6" PT wood secured 'with column footle with (4) 1/2"dia. x 6" expansion anchors 9 with 2" sq. washer at 18 o.c. overhead door track secured to wood 45 bars each way jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT /2" = I'-[�" APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location E Contractor to pr (<1 roper foundation for proper steel a lai a — — — — 14'-O" 21'-0" 1 ' pt. PATIO/SLAB 1� 12" x 12" concrete column block fell with concrete and (2) #1 bars ve o m Into lintels above 1 i i i 1 E❑° ° ° - - - O -1IF-11 , L_J© �L7 FI I Filled cell under 1 girder above I IE I FI 24" Rear Porch Slab to lL 1 be poured separately f J from House Slab. O N 1 Thicken Footing to N t 24"w x 14"d x 24"L under filled cell 14L I under girde74" IN101E ° -- ----Rear Patio/Slabbe flush with bottom ofsliding door recess.Slope I"0°slab with fibermesh OR 60sx6" #10/10 WWM on 6 mil Visqueen over I C clean compacted termite treated fill I FI I I I I I� I I I I I I I _�I I/\I la_ O _ I I' I IC °I I� I FI I I I I I I 4'-0" I a O ----- — o 0 I A/r—— — — — — — — — — C ° See detail on this sheet / I i I I 4" concrete slab with fibermesh OR L"x6' #10/10 WWM on 6 mil Visqueen over I I clean compacted termite treated fill I I ° I o 0I F51 I I I FS I I I I I 00 00 I— Recess for EE ° E Garage Door I FI I I I I I I[ I O l � -T T-T- ° ° n H.B. min. Double Filled Cell Column Corner Steel Lap NTS nts 05 Braden t Braden AIA, FA hyena Building Corp. Architects — Planners 411 S.E. Coconut Avenue 7 H E R Q Y A L E Tel : (112) 281-8258 Fax: (112) 281-8283 Spanish Lakes E-mail: bradenaia comcast.net St. Lucie County Florida Stuart. FL 34996 UAAC000032 9'-0" zo 3'-6" 2'-8">1 2'-81, 3. 2'-2" 9'-6" T-2" 15'-10" 5'-•4" 13'-10" 35'-O" Z" 0 I 0 Date Drawn Revisions : Sheet Comm # 3-28-I8 5- 23-I8 Smoke detector revision GARAGE Drawn by: 3 12-100 LEFT c.c.U. Checked by: REVIEWED FOR B D.R.B. .ODE COMPLIANCE OF 5 ROM ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws bas d on ress re for roof stated in permit info box on t ese pPans fpor zone 3 Ke Area Edge Field Fastener ress• r Zone I C 4" 8d ring shank 45 psf Zone 2 6" 8d ringshank '14 psf 3 4" 4" 8d ring shank 84 psf ��AZone ** Zone 3a b" 4" #8 wood screw 112.5 psf ** Use Halls or s4rews based on pies§ure for roof stated in permit info box on these plans for zone 3 Verify with Plan J Column to Lintel Provide 45 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel Provide Cast -Crete . BUS-OB/OT precast lintel set in mortar Min. 8" Bearing - 12 "x 12" ,lumn Block Rebar Provide 45 bar act in pre -cast ISOMER' M I a Z , "ek I o Scale : 1/2" = 1'-0" lintel into beam where length of the opening calla for it. — Overhan s at I'—C" Unless Otherwise noted on this Sheet ovide PT Buck :ached per jamb ails into filled co 4" Pre -cast sill k — Roof pitch at -4:12 unless Otherwise noted on this sheet — Truss shop drawings to be provided bg manufacturer — Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Poured Filled Cell _ Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction Trusses at 24" o.c. / see shop drawings by others Provide #5 bare with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steal. Concrete Footing (see Pooter schedule for exact sizes) DETAIL AT WINDOW OPENING IN Scale: I/2" = I`-o" CBS WALL SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4' o.c. 'v Install Simpson MGT into wall using r4 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL run. vveriap AT GIRDER STRAPPING AT CENTER BEARING POINT Attdchment NTS 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D T Pe 2 felt paper using Bd nails. Substrate to be 19/3 COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651.12 �\ 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self scaling washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underiagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.2S" ring shank nails spaced 4" o.c. at all laps and two staggered rows 12"o.c. in field. Attach deck to trusses using attachment detail on this sheet \` Additional Precast Lintel #s ban •','.:°_ =x!` CLEAR Lintel Length Bar Length Clear Span "A" Bars Bars .y ... ... ,. ....: .>.r,: 4i t`•.�" i i ' i 2'-10° 2'-8" I'-6" 2,43 none 3'-C V-4" 2'-2" 2 #3 none BPS-OB/IT 8P8-ISAT 8F8-I13/2T Addtional 4'-0" 3'-10" 2'-8" 2.43 none 85 bare CLEA .=' '•iT:;r 4'-6" 4'-4" 3'-2" 2,43 none ,:;• :;;Block Above `- 54`� 5`2`� 4'-O" 2,43 none •'-,�.Preeaat r4i-• 5'-10" 5'-81, 4'-6" 2,44 none Lintel L'-6" L'-4" 5'-4" 2 it4 none Additional i #5 bars 4� Z'-6" T-O" 6'-2" 2,45 none BFIL-IB/iT BFIL-IB/2T V-4" 11-10" 1'-O" 2,#S none NOTES: ALL reinforcing steel is grade 40. 1. min. coverage of steel-1.5" 2, min, bearing regwred a ea. end=8" 3. standard for rain?. steel=ASTM A415 TYPICAL LINTEL SECTION l PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Rows of 'H" Block Above " Bottom Steel S17Q Top steel Size Max Gravity Load (PLF) Max Uplift Laed (PLF) Max Lateral Load (PLF) L22 T-2' 3'-V 811118-OBAT 1 #5 3069 150 1024 1­31 2'-L" 4'-0' 8F8-015/IT 1 #5 2561 13L3 10 L45 4'-5 W-10' 8F8-OBAT 1 #5 1105 904 339 LSO 5'-O' L'-L' ere-OBAT 1 #5 1238 ass 121 L60 6'-8" T-0 81118-015/IT I #5 1011 121 534 LBO 8'-0' T-4' BFS-IB/2T 1 #5 2 #5 152 541 512 L90 9'-0' 10'-L' 8F8-IB/2T 1 #5 2 #5 443 530 401 L90B T-O' 10'-6' BFIL-iB/2T ONE 1 #5 2 #5 1533 1183 401 LIOO 10'-O' 11-4" 8F8-I13/2T I #5 2 #5 582 494 452 WOOS 10'-O" 11'-4° BFI6-115/2T ONE 1 #5 2 #5 13111111 1028 452 L120 12'-O" 13'-4' 8P8-IB/2T I #6 2 #6 411 428 324 LI20B 12'-O" 13'-4' BFIL-IB/2T ONE 1 #5 2 #5 1015 110 324 LI40 14'-O" 15'-4° BFIL-I13/2T ONE 1 #5 2 #5 1250 1L09 259 LILO IL'-O' IT-4' 8Fa-IB/2T 1 #5 2 #5 300 192 194 LILOB W-0' IT-4" BFIL-I15/2T ONE 1 #5 1 2 1 #5 1 960 1 600 1 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with 00) IOd x 1 1/2' nails — ( 24" o.c.) supporting Max. 1810lbs. uplift Aluminum Drip ------ Edge t Fascia 12" 2" x L" Sub-Fasci Kaycan full o vent vingl sorlit installed using 1/8' dia shank x 16" long gals. roofing nails with 3/8' die. head per product approval - see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied— • into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of rooter IL" below finished floor 12 4 attached to hi framing with no no less than 1- horizontal wood into vertical w Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd is at each web on 3/8' hi -rib lath ntal and vertical wood in staples to provide 4' penetration into immg and 3/4" penetration framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan — a Slope per foundation plan °6 I 'III M. I I I M. III1=III III 1 1,1111 :i ceiling transition �--� Ided using metal studs 'erifg exact configuration ces R-30 Batts I batts Drywall telling see typical section insulation Detail nts Brace Gable end with 2" x 4" SYP #2 aft back nailed to bottom Of top chords using (2) IOd nails at each tTwss 'RE -ENGINEERED WOOD TRU s 24"o.c. TYPICAL ( shop drawings by manufacturer ) R-30 blown fiberglass \in bottom chord of trusses -1/2' drywall with smooth finish Two rows of beam block filled with concrete -and (1) #5 bar coot. in each row. Substitute precast lintel filled with concrete and (l) #5 bar cont. for bottom row over openings 1/2" drgwall over I" x furringg strips at 10 o.c. with R4.1 Fi-foil -insulation on typical 8" Block walls All drywall to be installed per FBC R-102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC RLOi.i and Mortar uoints shall comply with FBC R401.2.1. Provide Dur-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 L"xL" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill II����IIIIIIII�� .Illllllllll�l���iiiil' 1,,,111111�111 iIillino�i�I 3 Topical S�ctlon at FFont F'orcl- Scale 1/2" = 1'-0" O 1 r N � N 4 x L rV � F4J o n a a 2L 's N U..� t N�i c;0 E o DID �U N L Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8 dia. threaded rod with min 12" embedment ( 24" o.c.) supporting Max. into beam (22) IOd either wet set or in epoxy with nails into truss. Add blocking to 1810 lbs. uplift HETA 20 / truss leg per detail on this sheet VAA I PAP NAME MAN P, � W0 01 WAWA �0 MWA MIN HETA 2— Simpson HETA 20 hurricane anchor at each truss ( 2 4" o.c.) supporting Max. I810 lbs. uplift O F- LU io N � X L OQ m (V � a-i a-4 f to � LL LLI a 2s N N U i. go V 00 00 E C s — L ST. LUCa1C `.vvev < ROCC 1-2-19 PANEL "A" Poles SR Load Wire Description arc# circa Description Wee Load SR Poles 1 20 1.2 km #12 Refrigerator I Ran #6 12.0 kw So 2 1 20 1.2 ke #12 Clothes Washer 3 1 20 1.5 kw 912 Kitchen S.A.G. 5 6 Diller #10 5.0 kw 30 2 1 20 1.5 kw 912 Kitchen S.A.C. I e 1 20 #12 Bathroom Rearpts 9 10 Air Condeveor 010 5.0 Ike 30 2 I 120 1 1.2 kw 1 #12 Dishwasher 11 12 1 20 1.2 kw #12 Microwave 13 14 Au• Hend1 #10 5.0 kw 30 2 1 15 - 914 General Lighting 15 It, 1 15 - #14 General Lighting m IH WH $10 5.0 kw 25 2 1 15 - #14 General Lighting 19 20 1 15 - 214 General Lighting 21 22 GDO $12 o.al KW 20 1 1 15 - #14 General Lighting 23 24 Spare Spars 25 1 26 Spare Spero 21 1 28 1 Spare Spare 29 1 30 Spars PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) Small, Appliance, Circuit(s),,,,,,,,,,,,,,, ,, ,,,,,,,,, .Range ....... ......... ......... ......... ................ Refrigerator................................................:. Mic.ro.......wave ...................................... .... ........... Dish. Washer­111 Clothes..Washer......... ...................................... Clothes„Dryer................................................ Water Heater Garage, Door .Opener ....................................... 1135 3 5,205 2 1,500 3000 1 12,000 12,000 1 1,200 1,200 1 1,500 1,500 1 1,200 1 1200 1 1,200 1.200 1 5,000 5.000 1 4,500 4,500 1 810 810 Total Watts 35,415 First 10000 Watts e100% 1 10.000 10.000 Remainder 25.615 e40% 1 O 10,246 Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 30,244 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required = 150 Amps Electrical S mbol L� end S Single Pole Switch ® Recessed Can Light SS Double Pole Switch ® Eyeball Recessed Pe Push Button Switch _0' Exhaust Fan =9 Duplex Outlet Ceiling Mounted Light Special Receptacle Wall Mounted Light a= ground fault circult w Light with Pull Chem (attic) ® Floor Duplex Outlet © Computer Connection Jack rc-m-1 Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack Telephone Jack AC Disc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) #1 THHN Copper With #I Grnd 2" PVC Schedule 40 conduit 2" PVC Schedule AMP 40 conduit sleeve IS Into attic MCB PANEL AHU PANEL AHU 200a rated 200a rated meter can QF-E meter can RMR ME Interagatem bonding ER Interagstem bonding 2" PVC ( FPL Termination pant 2" PVC ( FPL) Termination pant schedule 80 schedule 80 2" rigid service FPL 2' naid service FPL rods IF ELECTRICAL RISER 1 I ground rods -- ALTERNATE SERVICE ELECT. RISER 139 CFM IOxioxi pmass 4 139 CFM IOxiox1 Do 12xl2x10 B/A Vent thru 32 CFM I 1 KITCHEN I 144 CFM �FF 12x6x1 IS Opt. PATIO/SLAB FORCH I 163 CFM loxlOxl lI Center R§gisters on ceiling ran - I 12x12xIO B/A GrtREIA OPI 12" � .�--� , `Ili...,...,. i.'• `��■ � - Attic Access with light �� ,-'� i 4N) Steel Ballard See detail on this shoat j u SEE MANUAL N Calculation for Unit info�I 1 Panel• - GARAGE I 41 xC�M r----------------- i I I I I I I I I I I I I I I i I I I I I I I I I 12x12x8 B/A I I � l II �; II 112d420 1 I I r I e ; Ly 12x12x9 B/A 163 CFM IOxlOxl DINING ROOM THIRD BEDROOM 84 CFM IOx6x6 215 CFM 12x6x1 SECOND BEDROOM - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTs I I C H A N I C A L L A Y 0 U T - 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 SCALE: 1/4" = I'-O" - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment 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 for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected bg 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. 16. It is not the intent or 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 system and provide all largest conduit or pipe From any other service. 8. A/C Return Air Balance Must comply w/ FBC RM1402 A//C Refrgig lines the requirements necessary for the equipment to be placed in 9. rat that are run thru slabs must be Y�C proper working order. 23. All exposed wire below 9'-1" shall be installed in metal EMT aleeved in ALL A/C Equipment shall comply with energy calculation 11. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall 24. conduit. Braden Braden A1,4, FA10. 11. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility Dryer Vents to be installed per FBC RMISO2 12. contractor, the completed system shall be fully operative. Contractor For and telephone company. Architects - Planners shall pay all'Fees, permits, tea ins, and inspections including blower testing where required. 18. The electrical system shall be completely and affective] g 411 S.E. Coconut Avenue 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. 11B- Tel : (112) 281-8258 interference with the progress of construction. Fax : (112) 281-8283 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' E-mail: bradenaia9comcast.net against the public liability and property damage for the labels where applicable. Exhaust Duct Thru Soffit, 4" Exhaust Duct Thru Wall WP GFCI Install owlet under disc. " not shown or rn clarity D L U thru MASTER BEDROOM Opt. PATIO/SLAB GFCI / l� PIORCH \ �'TV' I I GREIAT ROAM O I O�Smoke / Carbon I Monowddeoap Detect" GFCI CJ s CLOSE GFCI _ I I GFCI I DINING ROOM 50 CFM GFCt� Gr ✓ FAN N ° / ITN �\1 4„ 3,_2„ I3,tZ, -- 2" ttie Aeeass 1 with light L - - - - I ` 4'e Steel Ballard \ See detail on this sheet I Pull chain \ light in atticpc ISO �mp \ OPTIONAL PANEL Pan Im \LOCATION \ 42"h GFCI \ -,f I Garage (lJjf Door Opener r----------------- 1 I I I I I I I I I I I I I I I I I I I I I I I I ELECTRICAL FLAN SCALE. I/�" = I'-011 Total Attic Space = 2481 sq. ft. Venting Ratio 1/150 = 16.58 sq. ft. required Provide A Continuous Vented Soffit THIRD BEDROOM ry I TY > / I / I {I Smoke / Carbon coow Detector IIyTm{IIcombo older AHU II ;I ©Q T o c 9 S E C4-(}N-D- o BEDROOM I b O W\Thistcorneret Light on ors Post Light with v `s Photo cell > W nne BuildingCor . p Date Drawn : Revisions 5-23-I8 - 3-28-18 Smoke detector revision THE ROYALE Drawn by: GARAGE LEFT C.C.U. Checked by: Spanish Lakes St. Lucie County Florida D.R.B. i1ii. �ii = I'll, "I ST. LUCIE COUNTY BOCC Exhaust Duct Thru Soffit Wire For Front Post Light Sheet Comm # -� 12-100 B OF 5