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HomeMy WebLinkAboutBuilding PlansGulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 2L ga. 5v crimp metal roofing attached to plgwood neck using #9 wood screw& with self sealing washer at 12" o.c. max spacrng over (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps i laps fastened with corrosion resistant tin caps and with 1. " ring spaced L o.c. at all laps and two staggered rows 12` o.c. fie deck to trusses using attachment detail on this sheet 5/8" thick light textured -tucco on typical concrete 12 block construction SLOPE 4 r a i NJ f o 12 4 SLOPES„ r° — — 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands SCALE: 1/4" - 1'-0" Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #1IL51.12 24 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5' wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpo 2) 30 lb felt underiagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6' o.c. at all laps and two staggered rows 12" o.e. in field. Attach deck to trusses using attachment detail on this sheet x 0'-0" — Finphed f'laor 5/8" thick light textured stucco on typical concrete block construction 1 'j 0 I Gulf Coast Supplg and MFG 5v Crimp Metal roofingFL #11651.12 26 ga. 5v crimp metal roofing attached to plgwood eck using #9 x 1.5" wood screws with self sealing washer at 12' o.c, max spacing over ASTM D (tgpe 2) 30 lb,felt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all la a and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12" .H. stucco on typical concrete 5/8" thick x 8% cut block construction coral finished stucco bands REAR ELEVATION SCALE: 1/4" - 1'-0" Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #1165IJ2 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 aide laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all lapa and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment dated 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` CDX Plgwood Waded at Vo.c. �\� �/in field and edges with IOd ring shank galvanized nails into truss webbing. 8'-1' BEARING I L Finished Floor Cora rnis e s ucco hancir, F R O N' ,- �/ A T I O j� 1 c� 2" x 4" top plate 1/2" drgwall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at IL" o.c. base —board I I / 2" x 4' P.T. bottom plate \ 4" concrete slab with frbermesh OR 6"xL' #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition fILS Braden t Braden A I , W nne Building Corp. Architect — Plans m 411 S.E. Coconut Avenue T D S C, W I N O R Tel : (112) 281-8258 Fax E—marl: : (112) 281-8283 bradenaia®comcast.net S 3anish Lakes Stuart, FL 34996 #AAC000032 S Lucie County Florida SCALE: 1/4' - 1'-0' REVIEWED FOR CODE COMPLIANCE IST" LUCIE COUNTY ALL CONTRACTOR WARRANTIES BEGIN WHEN CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP] AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Resdential: 6th Edition and ASCE 1-10 for Wind Loading Bmldin Design Is: Enclosed Risk Categorg• II Wind Velocitg: ILS mph ultimateMean Root Height: II'-O• Roof Pitch: 4.12iInternal Pressure Pig Cooriclent: to -is Subjectabilitg to damage Prom: Weathering: Negligible Terautes:Veru Heavu Width of Roof End Zone: 3'_4■ Wind Speed: IL5mph ultimate Wind Exposure Classification: C 1.21 x O.L m 0.�2L Adjustment factor for Exposure Height: ASD dear Load Combination: ASCE -1-10 Section 2.4 DII DL+O.LWL: 04011I�� Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-�324 psf �l.E! COPY Roil Zone: 2. +20.L/- 1.0 pat Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3,-4• Components t Cladding Wind Pressure (NET) Wall 2a�iae: 5. +35.8%-4�.8 pal 3g I k Zone Walls 44 Components t Cladding Wind Pressure (NET) on Garage Door- +32.0/-40.3pal Shear Walls Considered for Structure) yes Continuous Load Path Provided? - Roof Zone 2 "Wa Yaa lla Zane 5 Are Components an Madding Detail- Provided? Yes END ZONE Minimum Soil Bearing -� re: sir, Presumptive: X 5V Test: pn Caner Z� S E RODUC APPROVAL- FOR -IMPACT PROTECTION F R 0 E IN S- m Roof Zane Z ROOF LIVE LOAD- 31 pelf ROOF DEAD LOAD: 10 psf I FLOOR LIVE LOAD: -AIL oat FLOOR DEAD LOAD:_lP_ pal JOB ADDRESS: S Model: REAR PORCH RIGHT 9 )ate Drawn Revisions sheet Comm # 3-28-18 5-23—I8 Garage floor slope and Drawn lag: amok* detector revision I C.G.U. ICJ-15�B Checkeda by: K I Impact FLOOR PLAN 1 �l Recat top plate L"w x 3/8"d Counter top - Yardy type f� 4" for steel support angle with contractor CRASH POST DETAIL 8e detail an this `hoot TYPICAL NOTES. SCALE 1/4" = 1'-O" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 3C high by 4" diameter f� rOeeedin with work. steel crash post. Floor Steel countertop support angl / p g Flange with 4 - 3/8" Install L' from each end and -* Base cabinet 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into one in center of counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 kei steel plate) we angle detail a minimum 1,400 P.S.I. fiber stress. et I°°d `tad` I"so� 4. No dissimilar metals to touch. c"311 1/2' drywall 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2S" '2' x e° PT wood plate ALL Concrete used for vertical filled cells, cons. 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 13/8„ 0 z " KITCHEN ISLAND FRAMING DETAIL of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 2/2 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 2 „ 2�2. surveyor to set in field. " 13. Separation between residence and garage shall be per FBC R302.6 L" 14. Door between garage and residence shall be I-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 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall complg with F.B.C. R316 - see permit info box of code edition 18. Gygppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C�lb0, C1002, C1041,0111, C1118, C1218 C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5� Drywall Location Orientation Mra�ng am er Max spacing Nod sizing options for Thickness Spacing of tastaners inof drywall into Nails Screws Maximum wood framin members gg 2" x min. thickness Calling Perpendicular 24" 1" 12' 13ga 13/8' long with 19/L4" head 0.098' diameter x 1 1/4' long )'2 annular -ringed or 5d coder nail 0.080' dia. x 1 5/8" long with Walls Direct 1L' g" 111 ion 15/64' headR Gypsum board nail 0.080 dia. x 1 5/8' with 9/32' head. Ceiling Perpendicular 24' 1' 12" 13ga 1 5/8" long with 19/L4" head OR 0.098' diameter x 1 3/8' Ion annular -ringed or Ld coder nail- OR 0.092' dia. xx 1 1/8' long with Wells Either IL' 8" 11" Direction 1/4 head OR Gypsum board mad 0.0915° dia. x l 1/8' with 19/L4° head. 19. ALL ceramic tale surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CII18 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 accompan ingg smoke developed index not to exceed 450 when tested in accordance wit9 ,4STIM E 84. Insulation shall complg with F.B.C. R316. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #4 x 1.5" wood screws with self sealing washer at 12" ox. 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 naile spaced L" o.c. at all laps and two staggered rows 12" o.c. in held. Attach ?aced to trusses using attachment detail on this sheet I�. !2 2 ` MASTER LAVA I N.rBA`H' I��„��'� KITCHEN lout i �yr"j3' 1 2"LAUNDRY �" I I 1 1 i I 2'11 2 I i I vi I Vi l "a ✓ " 2" 2' 3" eNmma 2" 13 ro-i 2" 2" sri 2' 3. BATH $2 3' SANITARY RISER "to Window Schedule Mark Size Rough O en. Window Description PRESSURE ZONE 1. 4'-54"x 4'-L %s" 54%"x 54➢e" Single Hung ZONE 4 2. C-2 ie"x 5'-3 i:' 15' x 63 i4" Seigle Huy ZONE 4 3. 2-2' x V-2%" 21h"x 385s" Single Huy ZONE 4 4. 3'-1* x 6'-3%" 38' x L3'i4" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint d mullions per elevations. L windows to withstand pressures in permit info box L windows in bathrooms to be tempered rough opening dimensions to be verified bg contractor manufacturer a specs prior to construction L on sheet I Door Schedule Mark S1ze Rough Opening Door Description PRESSURE ZONE A 9'-O' X 1'-0' 108' x 84' Overhead Garage Door ZONE 4 B 3'-0' X V-8' 411"A" x 83i, Fiber Panel - leasing ZONE 4 C L'-OM X IL' -so 14' x 81 %2" "d"' mb a sliding Glas Door ZONE 4 D 2'-O" X V-8' Solid Care - Wood - L-Pend -BrFold Finished 24' x 81 %2" E 2'-V X C-8' Solid Care - Wood - L-Pend le 5'-0' X 6'-8' Solid Core - Wood - L-Panel - Bi-Fold G 2'-8' x L'-so x 1 N" Solid Core Wood. Steel, or Maeori to Door H 2'-8' X V-8' Solid Core - Wood - L-Panel J 2'-4" X V-8' Solid Core - Wood - L-Panel - Br-Fdd ALL Exterior doors to withstand pressures stated box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction in permit info AND SHALL ON SHEET 41 Attach buck to block mall with 1/4' dia. Elco conc screw* with on. 1 1/4' penetration at 12' mc. max and 4' max from each corner thru EKumor two 2' x L" PT Buck Grip as Wood screws tin jamb into book Detail it each loge and 15' me. max and at Door ;or to door attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB. HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Instal endows thru bade into block with 3/IL' tap -can with 1 1/2' penetration at L' me. max from each corner ell 20' gc. sox thereafter at i mbs and to o.e. max Exterior face at head and On per product approval of sall - lock to be r x 4' PT Varies I'x4" P.T. Buck nailed to Detail lock with case hardened nails at Windows prior to mindow attachment NTS i`8 35'-O" 8'-IOY2" ICI Y2 rr T-1 Y2" ° °��° ° 2 EGRESS ° ° 12" x 12" Concrete column ° block Pilled with concrete and 13'-ll" p (2) #1 bars vert. tied into lintels above ° Filled cell under r girder above PORCH WIRE LATH t STUCCO CEILING 19'-9" o, q. IL' -Orr MASTER BEDROOM 0 Wim E m n.a u 'r F n a411V Flat Ceiling 1 if Zoo I ° 0 � N 1 Vanity to be O I O 4 Y2 high ° Rod t Shelf 8'-O" to 9'-e" A.F.F. T Vaulted Ceding a Lr_4,r I 7 -3'- lJ4C;RE,AT' -, 11 in 19'-5rrl ROOM �LOS T I I H.B. H 1 ° Rod t Shelf cry c� in - ^° ��.✓ t m 0 if 3'_u 4 = 32" DRYER ASHER 1 u, r X I F, ILu L 9' Fr, G LAUNDRY a 1 0 i I II-- n 8'-O" to 9'-8" A.F.F_ 1 O a O r Vaulted Ceiling ° ° DINING T Vanit to be 34 Y2 thigh I ROOM - 18" 42" I I T 'r ( counter tope to 3/8' thick steel overhang wall 1.5" 1 O counter top 90 supports eq. eq. can er tops to ° O L over ang wall 1.5" in •' 2'-4" ZD r 1 +41" high wall a a 1 DW 1 if SECOND i " q BEDROOM KITCHEN I ° - V-O" A.F.F. 8'-0" to 9'-8" A.P.F., i Flat Ceiling I O Upper Vaultgd Ceding m eabineta to I O - 1 1 extend over Ref. 1 NON V ENT I ° 4' 11" n ore• c6lAR OPINING L Q J H.B. - - �m Q ° O Provide R-n Mass Inminum `r W.H. THIRD © closer foy u Steel Ballard Sae detail an this sheet ° IL BEDROOM Fla ul J 22' x 54' , ri I I HAtto AccessIFoF Q_ �I- - � REVi D FOR lat Ceding 8 -O A .F. %p�IANCE Flat Ceiling CODE Simpson HETA 20 or equal #I ° J 1GARAGE ST. Luc E COUNTY hurricane anchor at each truss 12 Masonry Beam � 12'-8" in 4" 4' [is ® C with (1o) Iod x 1 1/2' nails PRE-ENGINEERED TRUSSES I" x L" P.T. Buck nailed to Verlf attachment O ( 24' o.c.) supporting Max .j at 24"o.c. TYPICAL block with case hardened nails 9 ° I8101bs. upldt (shop drawings . manufacturer) prior to door attachmen hole location with GC in Block wall in O Install SGD thru buck into prior to fabrication - ^ ° ^ MT ^ ° garage to be block with 3/14" tap -con with 3/8" thick L" 0 2r_e„ o //struck block r' I I/2" penetration at L" o.c. max steel bracket FP li one. hialst,a„ Provide auto Aluminum Drip - -0 R-30 blown fiberglass from each corner and 20." o.c. max p closer L1_4� e'Ic g thereafter at head per product approval ° Edge t Fascia in bottom chord of trusses / EMERGENCY ° /V°/ EGRESS 1/2" drywall with smooth finish --------------r-------------2" x L" Sub -Fascia Two rows of beam block filled with concrete I and (U #5 bar coot. in each row. SuhstituteUse 3/IL tap -con with COUNTER TOP BRACKET DETAILBKagcan full o vent vimul Sant installed precast lintel Pilled with concrete and (1) #5 I I/2" penetration at 6" o.c. max.wan 1/8' da shank x IA' long gals. bar cunt. for bottom row over openingsfrom each corner and 20" o.c. maxthereafter at sill per product approvalGOLF J� I p I I rod5ing nails with 3/8" dia. Mad per " " ° I ',,,.i O L C ,� R T I product approval -see chore sheet #I 1/2 drywall over 1 x Purring stripa al IL" o.c. with R4.1 f r-Pal I' x L" P.T. Buck nailed to I /� /� F( �. insulation on tgpical 8" Block walls block with case hardened nails i /"< R ,4 E I I I L Y 518" thick light textured = y b p prior to door attachment I All dr wall to a installed per FBC R102.3.1 Head stucco on typical concrete T and shall meet all pertaining ASTM codes. I I I I block constructionm Mortar to be Type "M" onlyg proportioned per FBC RLOTI and Mortar Jonts shall compry with PBC R401.2.1. <:';•',';'; O ° O O ° " O O O OD Provide Dur-O-Rock at all wet areas (ex. showers. tubs etc...) fixed door #5 bar vert. w/ sliding door 30" overlap Pill cell with concrete and =.. .•'' 2'-8" ® 9'-0. _ 2'-8"_ L'-4" _ 2'-8" 9'-O" (1) #5 bar vert. it IeaD. „,r - -- - - 35'-O" _ __ at each Pilled cell nix °ppacing shall n t exceed \ Masonry Wall ry Wood 48' unless otherwise notedIt Base see foundation plan notes for spacing at openings Bottom' Trac Typical Flooring Square Footage Breakdown 4" concrete slab with fibermesh OR SIII Install SGD thru buck Into Total A/C Space = 1,153 sq. ft. VxV #10/10 WWM on L mil Vis ueen over clean compacted termite treated Pill with /I " tap- with Covered Porch Total = 212 s . ft. 7 Sliding D OOr Detail blv2'wi penetration at 6 o.c. may - from = 45 sq. f Grade - 1 from each corner and 20. o.c. max G q t' 4 - IIII IIII IIII thereafter at Jambs per product approval Jamb Total Cubic Ft = 14,024 Under Roof Total = 2,4$4 sq. ft. At Masonrg Wall NTS Date Drawn Revisions Sheet Comm i� iI Braden t Braden AIAe PA one Building Corp. =III- _ -� 9 p 3-28-IS 5-23-I8 Garage floor slope and IIII III 14" x 14" Concrete tooting A►1'GII1LOGtd Plannel"s REAR smoke detector revision with (2) #5 bars cant. and #5 411 S.E. Coconut Avenue "�" 1""i D S o PORCH Drawn bg: 2 l rJ -15 transverse bars at 48" o.c. Tel : (112) 281-8258 H ++-� Fax : (112) 281-8283 C.C.U. TYPICAL SECTIO>�l RIGHT E-marl: bradenamecomcast.net S arnsh Lakes Checked by: Impact Scale I/2" = I'-O" Stuart FL 99L #AAC0000 2 S Lucie County Florida D.R.B. OF 5 0 1 l�UI Ulq;�,/--\L ILJ I mac): I. ALL FOOTING ARE DESIGNED FOR A MiNIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,600 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FiLL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 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 PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 7• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR S. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATiON FLAN I Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" 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 1*5 bar vert. at -48" o.c. max. Provide (1) filled cell on each side of openings up to 5`I1" wide. Provide (2) filled cells on each side of openings from (a'—O" to 9'—II" and Provide (3) filled cells on each side of openings from 10'-0" 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) �. 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 vert. W/ Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR at each Pilled cell ECTIONS one #5 bar continuous 6"xL" #10/10 WWM on 10 mil Visqueen over \ clean compacted termite treated fill FOOTINGS SCHEDULE Mark sang Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 14"D MONOLITHIC FOOTING - G" STEP DETAIL ON THIS SHEET 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x a"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®14'W With x 14'D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a o'-o" L 12"W X 18"D MONOLITHIC FOOTING - G" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR Vx&" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 14"w x 14"d concrete monolithic rooting with (2) #5 bars Cont. 14" TYPICAL FOOTING DETAIL 4" concrete slab with fibermesh OR 611x6" #10/10 WWM on 10 mil Vrsqueen over clean compacted termite treated fill 45 bar coot. PORCH SL #5 bar vert, w/ 30" overlap at each filled cell Adjust curb heiglit based on gar. floor slope. #5 bar in curb \ EDGE DET 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted/termite treated fill -)" w F F AA[\ 12 V' c I- AV 10'1 (2) #5 bars cost. bottom steel 14"w x 14"d concrete monolithic I i i ii i footing with (2) #5 bars cont. 12" 1411 if 2 DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2° = r-O" (F )5GARAGE CURB DETAIL SCALE 1/2" = 1`-O" 12' x 12' concrete column block filled with concrete and tint #1 bars vert. tied into lintels above YerlPg house slab 4" concrete slab with fibermesh OR height in field 6"x6" #10/10 WWM on 10 mil Visqueen over T of footer f7- clean compacted termite treated fill It. below finished floor\ e #5 bar cont. Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfillrng 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 pipin 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. 2" x 6" PT wood secured with \ 3/8"dia. x V anchor bolt 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 IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location U5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Y• •yqv O ' Double Filled Cell Column Single Filled Cell Column NTS NTS H.B. A#/I C I 12" x 12" concrete column block Pilled with concrete and (2) 391 bars vert. tied Into lintels above 8'—I0Y2" I 8'—I0Y2" I io'-off — — `) o tl I I I I I I I I tl ° ------�-�- — — L — — — — — ° I -- 1 — — — — I —J® 0 FI I Oi Filled cell under 24" ° girder above ©j I Rear Porch Slab to O J r be poured separately all I I rl ° from House Slab. O O N t Thicken footing to will 24"w x 14"d x 24"L I ° under filled cell °XL I under girder bearing. I ° O ° ° °i i I' I I IF1 I 1 11.1.11 a rL ----- Rear Patio/Slab to FI 1 I be flush with bottom of sliding door recess. ° Slope 1" I I I a I I I I 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill o I DRYER AbHER I I I I I I I I I / I FI 4" concrete slab with fibermesh OR G"xG" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill I I I F\st ul I IQ�I I FI L— $ F6------�---- M— O O tl Ji L 1 ♦gyp i I (L 14 sLU —1. I- 17 I .I N I i ° 1.5" Recess for'FIME77 arage oor I 1e 2'-8" Braden t Braden AIIAe PA Wunne Building Corp. Architects — Planners 411 S.E. Coconut Avenue T H (� D S C Tel : (112) 281-8258 I 5a nish Lakes Fax : (112) 281-8283 E-mail: bradenaiascomcast.net 5�, Lucie Count Florida ti ZdAQL c«..,,.. irAArnnnna'� 9'-0. 2'-8"_ FI j I I a •o i DW i I MICROWAV! I NON-VlNT se• c�lAR 70 OPENING -- � F_o O ---y I 4"a Steel Ballard I See detail on this sheet I 1 I I ID W I i o I I � F51 ti to I o I I °I CID I a I CY I I I I li I I' I 4 I I L — — — — — © — --J ° O 1.5" Recess for IfO ° arage oor Date Drawn Revisions : REAR 3-28-18 5-23-I8 Garage floor slope and Drawn bg: smoke detector revision PORCH C.C.U. RIGHT Checked bg: D.R.B. H.B. 9 Off-61TWul Sheet 3. � L rt Comm # 15-159B impact ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX PI wood 4. Use nails or screws basiird on pressure for roof stated in permit info box on these pans for zone 3 Ke Area Ede Field Fastener Pr ssure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 4 of 4 8d ring shank 16 Dsf Zone 3 4 4 8d ring shank 84 psf ** Zone 3a I to 4" #8 wood screw 112.5 psf ** Use nails or s4news based on pres ure for roof stated in permit Info box on these plans or zone 3 Provide #5 bars with min. 48 bar diameters overlap into beam. Tie Pilled call steel into continuous beam block steel. xr Provide Cast -Crete SUB-OB/OT precast -- lintel set in mortar Min. 8' Bearing Provide #5 bar set in pre -cast ROOF FLAN Scale : 1/2" = 1'-0" lintel into beam where length of the opening calls for it. / 1 h I — O it I h d h h a PT Buck rd per Jamb into filled ci 4" Pre -east Sill ver angs at Uri ass of snake note On t 1s S set — 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 P red Filled Cell to construction for layout and uplift verification Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction Provide #5 bars with min. 48 bar wasters overlap in filled cell. Tie illed call steel into continuous f rooter steel. ,� .:....I Concrete Footing lU (see rooter schedule for exact sisea) DETAIL AT WINDOW OPENING iN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Had 2' x 4' bkxdunp to vert, hip of a r tram Nth IOd x LS niwls at 4' o e f Verify with Plan v Install $omitown HOT into way +' to Concrete Lintel " „ 1 i'i 5/8" die. threaded rod set rxi. 12• into wet beam and (22) IOd Wads Me tram o �4J Column lock Q rS Q a add to in N Reber °—,� Reber 48 Bar pia. TRUSS BLOCKING DETAIL to a0 ° W Min. Overlap AT GIRDER STRAPPING to Column to Lintel A t t a C h iTl G n L AT CENTER BEARING POINT N NTS I I 1/8" thick I-Igtt textured stucco installed per or ASTM C 926 over ASTM D tgpe 2 pa er backed 1 ` I wire lath Walled 2 raltsubstrate through one Toyer of BEAM L..Z, l!'\t IIrII IL Jl ASTM D Tgpe 2 Pelt paper uang Sd Wade. Substrate to be 19/32" CDX Plywood nailed at 6' o.c. in field and edges with IOd ring shank nails into studs. Mark Size and Descri lion Gulf Coast Supply and MFG 5v Crimp Metal roofingFL #IIL51.12 Two rows of beam block filled with concrete and 1 #5 bar 2L go. 5v crimp metal roofing attached to plywood deck using #9 x 1.5' Bl continuous In each row. Hook vert. bar over top bar with woo screws with self sealing washer at 12" o.c. max spacing over ASTM D #5 90° bend bar with a 10" min. lap at top bar. laps fasten� Iwithelcorrnsiorrliayresistantttine capshand with 1.26"lariingashank nails spaced 6 o.c. at all laps and two etaggered rows 12 o.c. in held. Attach deck to trusses using attachment detail on this sheet Additional recast Lin al \_ 05 ban S.= Lintel Bar Clear "An "Bin r%.,;;;" 1 p'. i; CLEAR Length Length Span Bars Bars 2'-10" 2'-8" 2 #3 none e'a----" t----J111 it ---- ° 3'-1 3'-4" 2'-2" 2,43 none SIRS-OS/IT SIRS-wS/IT SIR8-1e/4T Additional 41-0" 3'-10" 2'-8" 2,43 none - #5 barsJ'IH447 ci.EA �;4'-4" 3'-2" 2,#3 none ne Row ofBlock Abov5'-4"5'-21, 4'-O" 2,43 none ••5'-81,'"2,#.q none f.Precast LiL'-6"b'-4"5'-4"2,#4 none Additions#5 barssr i'-L" 7'-0" L'-2" 2,45 none 8PI6-�/IT BFI6-IB/2T 8'-4" 1'-10" 1'-O" 2,#5 none NOTES: 1, min. coverage of steel=1.5' 2. min. bearing required a ea. end=8" ALL reinforcing steel is grade 40, 3r standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LiNTEL SCHEDULE Mark Window unit Width Latsl SIZE goat -Crate 5 'Ho Block of Above liottam 8tae1 Tap Steal aIw 4�+rity Load (PLIR) UOL pYft Lad (PLIR) MLa aid Lad (PLIR) L22 2'-2' V-V 81128-01SAT I #6 30L, KL, 1024 L31 �' A' i I. 4'-0' �8-Od/IT 1 s5 266I Ins 163 L46 I 4'-6' I 5'-10• O'8-OBAT I 1 85 IIOS 101 339 L60 5'-O' C-6' 8138-05/1T 1 #6 1238 836 121 LLO C-8' T-V 81158-0115/IT 1 85 Ion 121 534 LSO V-Ow 1'-4' DP8-I5/2T 1 05 2 #6 152 611 512 L1O T-O' 10'-V 8IR8-19/2T 1 85 2 #6 L43 530 401 L108 T-O' 10'-6' 8IRI6-18/2T ONE 1 #5 2 #5 Sis3 we3 401 LI00 10'-O' II'-4' eIR8-11!/2T 1 e5 2 #6 982 414 462 LIOOB 10'-0" II'-4" SIRI6-I0/2T ONE 1 85 2 1 #5 IU& 1028 462 LI20 *'-O' IV-4' 8198-I8/2T 1 #i 2 #6 411 428 324 L1200 17-0" IV-4' 8IR16-15/2T ONE 1 $1 2 #5 1016 T10 324 LI40 14'-O' 15'-4• 8IRI6-18/2T ONE 1 85 2 86 1250 Loll 251 1.I60 W-O' IT-4' 81128-I15/2'r 1 15 2 85 300 N2 114 LI6OD W-O" IT-4' 81016-I5/2T ONE 1 $5 2 85 150 1 500 114 - 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'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane a char a each true* with (10) Ir�d x 1 /2' nails - ( 24" o.c.) supporting Max. 18101bs. uplift Aluminum Drip Edge t Fascia 12" 2" x V Kagcan Pull o vent vinyl soffit installed using1/8' dia shank x 15' long gale. roofing nails with 3/8' ba. head per product approval — we 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'xB' with concrete and one #5 bar continuous BEYOND Top of footer IL" below finished floor i Aluminum Drip Edge t Fascia Flash and Counter v Plash Nail ledger to gable and truss with (2) IOd da at each web 1/2' this stucco an 3/8' hrrib lath attached to hormantal and vortical woad framing with raids o "lea to provide no 10N than 1-3/4' penetration mto horiurital wood framing and 3/4' penetration into vertical wood framing menbers 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 or sliding door recess. Step per foundation plan Slope per foundation plan per foundation plan 'r llii....,III^I .I.III I ',��III II i Tublcal S�ctlon Brace Gable and with 2' x 4" SYP #2 8ft back nailed to bottom or top chords using (2) IOi nails at each truss 'RE -ENGINEERED WOOD TRUSSES a 24"o.c. TYPICAL ( shop drawings by manufacturer ) \R-30 blown fiberglass in bottom chord or trusses -1/2" drywall with smooth finish Two rows of beam block Pilled with concrete _and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 or cunt. for bottom row over openings 1/2" drywall over I" x furrin strips a% IL" o.c, with R4.1 Pi-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" onigg proportioned er FBC R601.1 and Mortar Joints shall comply with FBC RL01.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) #5 bar vert. (typical). -May- appaemg shall not exceed 48" unlem otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with Pibermesh OR VxV #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill at Front F'orc Scale : 1/2" = 1'-0" N aU Simpson HETA 20 Strap truss to wall using Simpson MGT wit hurricane anchor at each truss 5/8 dia. into beam threaded rod with min 12" embed either wet set or in epoxy with ( 24" O.C.) supporting 1810 lbs. uplift Max. META 20 (22) 10d /trusa lag nails into per detail truss. Add blocking to on this sheet ANN OWN M WA W, Ti MA I 1� WIMAWA14,0111111- EA I'A, y MEMO a1 2- SETA 20� / Simpson HETA 20 Provide for putter Provide downspout hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift CHETA 20�> ILU BOCC FILE Copy O I r Provide downspout Opt. PATIO/SLAB PANEL "A" Palms BR Land Wne Description c"'cs c"' Deacripaan Wire Loud BR Pdee 1 20 1.2 las $12 Rerrgerator I Row BL 12.0 ka 50 2 1 20 1.2 ka 812 Clothee Washer 3 1 20 1.6 ka 812 Kitchen S.A.C. 6 !. Dr er 810 5.0 ka 30 2 1 20 1.5 Its $12 Kitchen S.A.C. 8 1 20 - 812 Bathrooms Recepte 9 10 ARC $10 5.0 lea 30 2 1 20 1.2 ka $12 Diahuaehn• 11 1a 1 20 1.2 ke $12 Miarauave 13 H An Hand 810 5.0 ka 30 2 I I6 - #14 General Lghtmg I6 iL I jr, 814 General Lghti g 11 IB WH 810 6.0 lea 26 2 - 1 16 - 814 General Lighting 1 20 I 16 - 614 General Lghtmg 21 22 1 GDO 812 0.81 KU 20 I I I6 814 Geiural Lighting 23 24 sere spare 25 26 Span Spam 21 28 sere Spam 29 30 spre PANEL "A" LOAD CALCULATION SHEET Load Description Ot . Watts TotaliWatts) General Lighting l3, watts..sq:. Pt,) ......................... :Jiange......................... ............................... .Refrigerator.................................................. .Microwave..................................................... Dish , Washer ................................ I;Z,lothvA. w.a>Ihor............................................... CI?the@.T�rger................................................ .Water Heater .............. Garage, Door, Opener,,,,,,,,,,,,,,,,,,,,,,,,,,, ,, 1135 3 64106 2 1,500 3.000 1 12,000 12,000 1 1200 4200 1 1500 I 00 1 1.200 1.200 I 1.200 1200 1 5 000 5,000 1 4,500 4,500 1 810 810 Total Watts 35AIS First 10000 Watts e100% 1 10.000 10,000 Remainder 25AI6 040% 1 O 10.24L Electric Heat or A/C 10.000 065% 1 10.000 10,000 Calculated Load Watts 30 4L Voltage 240 Calculated Wattage Divided bg Voltage =Total Amps 126.02 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Pale Switch ® Recessed Can Light $a Double Palo Switch ® Eyeball Recessed FB Push Button Switch .Cr Exhaust Fen -9 D Outlet ¢ Ce1Ung Haunted Light '0 Special Receptacle ♦ Wall Mounted Light ft := iOimM fault crcut 12Light with Pdl Chain (attic) Floor Duplex Outlet o Computer Connection Jack ® Carbon Monoxide Detector � Flood Light T Thermostat Electrical Panel m ® Cantrol Vac u Electrical Meter ® Snack@ Detector Ceiling ran ® Television Jack ® Telephone Jack a Disc A/C Disconnect ® I x 4 Florescent Light CO 2 x 4 Florescent Light ®1 Speaker Hook -Up _ JUNCTION BOX TO SUPPORT A FAN Q = THERMOSTAT LOCATION B/A = BALANCED AIR ELECTRIC NOTES: I. Use copper wire onll from panel to devices 2. Provide and Wire a required amok@ t Carbon Monoxide detectors. 3. Contractor to verifg location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected. 5. ALL exterior outlets to be WP/GFCI protected. L. Recessed cans to be Installed per NFPA requirements. 1. Tamper resistant AFCI receptacles are required in ALL rooms. S. A/C Return Air Balance Must comply w/ FBC RM1402 9. A(�C Refrl t lines that are run thru slabs must be sleeved in ��� 10. ALL A/C Equipment shall complg with energg calculation II. All work shall be performed bg a licensed electrical contractor, the comp)gted tam shall be fully operative. 12. Contractor shall pag for alll'aes, permits, testing, and inspections including blower testing where required. 13. All work shall be coordinated with other trades to avoid interference with the progress of construction. 14. All required insurance shall be provided for protection against the public habilitg and propertg damage for the -2-19 Vent thru Sofhti -- MECHANICAL LAYOUT SCALE: 1/4" = 1'-0" 15. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two gears from the date of acceptance or certificate of occupancg, or one gear from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repay of any other phase of Installation that mail have been damaged. IL. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical agatem and provide all the requirements necessarg for the equipment to be placed in proper working order. 11. All work shall be done in accordance with the N.E.C. and shall complg with all local codes and ordinances, and shall meet all standard requirements of the local electric utilitg and telephone compang. 18. The electrical agstem shall be completely and effectively grounded as required bg the latest edition of the N.E.C. 19. All material shall be new and shall bear underwriters' labels where applicable. 124 CFM IOxiOxk MASTER' BEDROOM 124 CPM IOx1oxL B/A ex4x4 9 CFM LOSET 8x4x4 10 60 CPM DRYER ASHER LAUNDRY 7�zj IL CFM 8x .4 III CFM 12xAx1 SECOND BEDROOM O B/A R-1 141 CPM IOxlOx1 12' 20x20 iR7A PORCH 141 CPM IOxlOx1 ►"f' I RE,AT1 ROOM i I I 1 I I 141 CPM IOx1Ox1 ( 1 DINING 1 ROOM I I DW I 1 11 I. KITCHEN Rap. So* CLEAR OPENING L - � I 1 ilel; I I MICROWAVE NON -VENT i r s 150 Amp Panel r----------------- r----------------- i GOLF CART,GARAGE I I I I I I I I I I I I I I I I I I I I I 20. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 21. Furnish and install all fixtures as called for on the plans or as selected by others. 22. All racewags and pipes placed in or through ang concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from ang other service. 23. All exposed wire below 9'-1' shall be installed in metal EMT conduit. 24. FEyCr RM 502to be metalled per =n t Braden AIA. PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net 3 TON SEE MANUAL 'J' and Energy Calculation for Unit lee Install oulet under disc. - not shown for clarity MASTER BEDROOM a I�r1J d3Al r m VP 8 ®S DRYER ABHER LAUNDRY �T SECOND � BEDROOM,'r I / l AiC GREAT ROOM ,' DINING ROOM � \ i PORCH 4 GFCI \ C.M. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY Wire For Front Post Light ELECTRICAL FLAN `��----, Past Light with O SCALE: 1/4" = 1'-0' Photo cell Center Post Light Attic Ventina Calculations Total Attic Space = 2101 sq. ft. 9' Venting Ratio 1/150 = 18.00 sy. ft. required Provide A Continuous Vented Soffit Wynne Budding Corp. THE WINDSOR S anish Lakes S . Lucie County Florida between driveways Date Drawn Revisions Sheet Comm REAR 3-28-18 5-23-I8 Garage floor slope and Drawn bV: smoke detector revision PORCH C.C.U. F. - 1 15-159B RIGHT Checked bg: Impact D.R.B. OF 5