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HomeMy WebLinkAboutBuilding Planso�- ounce Gulf Coast Supply and MFG 5v Crimp Metal rooting FL 811111.12 24 ga. 5v primp metal roofing attached to plywood neck using x9 x 1.5' wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and 4' end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails reed L o.c. ateall lads and two staggered rows 12 o.c. in field. Attach b/0" thlcK cut coral \ , r **II coral rmisnea stucco Danas finished stucco bands R.IGHT E F V A T I O l�l 12 4 1 SLOPE, SCALE: 1/4' - 1'-0' Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 21. ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws unth self sealing washer at 12' o.c. max spacing over ASTM D (type 23 30 lb Pelt underlagment installed with min. 4 side laps and 4" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails epaced G o.c. at all laps and two eta�gered rows 12 o.c. in field. Attach deck to trusses using attachment detail on this sheet e M Cs as, Supply and MFG 5v Crimp Metal roofing FL #1101.12 2L ge. 5v primp metal roofing attached to plywood deck using x9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb Pelt underlagment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails Taced L o.c. at all lapis and two staggered rows 12" o.c. in field. Attach eel, to trusses mane a taehment detal on this sheet /8" thick x 8"w cut ?ral finished stucco bands . 1 4 Y111bK YWb I..VI GI 5Lw000 Uri :.9pir-al 6VrIGI-G1.6 finished stucco bands block construction REAR ELEVATION - Overhangs at 1'-0" sunless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted - Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - Return ALL Stucco Bands Into Window or Door. 5/8" thick x 8"w cut coral finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction LEFT ELEVATION SCALE: II - 1'-0' SCALE: 1/4' - II Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 2L 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 underlagment installed with min. 4 side laps and L" and 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' CDX Plgwood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. coral12 .... I' 2" x 4" top plate I ' 1/2' drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at IL" o.c. base -board I ( r 2" x 4" P.T. bottom plate 4" concrete slab with fibermesh OR OW #10/10 WWM on L mil Yisqueen over clean compacted termite treated fill Interior Non -Bearing Partition Braden 4 den Ali r,A „..r Architects - Planners 411 S.E. Coconut Avenue ' Tel : (112) 281-8258 Fax : (112) 281-8283 I� E-mail: bradenaia9comcast.net Stuart. FL 3499L #AACOOOOS2 5/8" thick light textured stucco on typical concrete block construction NT�/,�TION W(unne Building Corp. The Grand C Sparlish Lakes St. Lucie County Florida SCALE: 1/4' = II 5/8" thick x 8'w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE 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 Residential: Lth Edition and ASCE 1-10 for Wind Loading Bmldin Design is: Enclosed Risk Category li Wind Velocity: I65 mph ultimate Mean Roof Height._II,-O" Rod Pitch: t:12 Internal Pressure coefficient: to_Ia t ptumm Subjectability to damage from: Weathering: Negligible Termites: Veru Heave Width at Rod End Zone: '- ' Wind Speed: IL5 mph ultimate Wind Exposure Classification: C 1.21 x O.L O.'12L Adjustment factor for Exposure Height: ASD demon Load Combination: ASCE 1-10 Section 2.4 DL+LL, DL+O.LWL: OADL+O.LWL Components t Cladding Wind Pressure (NET) Rod Zone: I. +20.0-3321 pal Rod Zone: 2. +20.L/-57.0 paf Rod Zone: 3. +20.L/-84.0 psf Components t (Madding Wall End Zone Width: - ' Components t Cladding Wind Pressure (NET) 1—II all Zone: 4. +35.8/-38.'1 pal O ® Roof' Zang'I Well Zone: 5. +35.8/-41.8 pal Wells Zone r ComponI P Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pat Shear Walls Considered for Structure? yes ®= Rod Zb orm Continuous Load Path Provided? yes Walls Zone 5 Are Components an Cladding De a Provided? Yes END ZONE Minimum Sal Bearing Pressure:2 00 m, Presumptive: X B Test: pw SEE RODUCT AP ROYAL IF IM ACT P O ECTION F R O E INGS = Corner Zones Rod Zane 3 ROOF LIVE LOAD: 3_ pal ROOF DEAD LOAD: 10 psP FLOOR LIVE LOAD: -0— pat FLOOR DEAD LOAD: 10 of JOB ADDRESS: \ Date Drawn RevrLE COPY E GARAG'-2L-2o arItOn LEFT Drawn by: ()RkiilP�A_'rn�J5 C.C.U. R V W D rFoh I✓ Checked by: CODE COMPLIANCE Sheet Comm u a� B OF 5 FLOOR PLAN lo;� CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0 " N.T.S. I. Contractor to verify ALL notes and dimensions prior to steel high by 4" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc.., to have Sla (3/s"t 5o ksi Steel plate) a minimum 1,400 P.S.I. fiber stress. L" 4. No dissimilar metals to touch. 2h° 2i/2" S. 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 m 'alas ° 2i2'' 6. Drywall at ceilings shall be leveled and attached to bottom chord 4" of trusses with screws per FBC R102.3.5. ° ° 2� 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. �2 h.. 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 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 I' x V P.T. Buck block with case hail materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attacl with F.B.C. R316 - see permit info box of code edition 18. Gyyppsum board material shall conform to ASTM C34, C19, C415, C514, C630, C931 C1041,C1111, C1118, C1218, C1395, C1396 be C960, C1002, or and shall installed according to the following: (FBC R102.3.5) Dr wall Thickness Location Orientation Framing Member Max spacing of fasteners Nail sizing options for drgwell into Spacing Maximum installation of wood framing members Nails screws 2" x min. thickness Ceiling Perpendicular 24" i" 12" 13ga 1 3/8' long with 19/44" head OR 0.098" diameter x 1 1/4' Ion g y2 annular -ringed or 5d cooler nail OR 0.080" di . xx 1 5/8" long with Walls Either IL" g• IL' Direction 15/64" head OR Gypsum board nail 0.08L" die. x 15/8" with 9/32" head. Ceiling Perpendicular 24' i" IT 13ga 1 5/8 log with 19/1.4" head OR 0.098' diameter x 1 3/8" long annular -ringed or Ld coder nail OR Walls Either IC a^ IL^ 0.092" dia. xx 1 I/8" long with Direction 1/4head OR Gypsum board nail 0.0915" dia. x 1 1/8" with 19/44" head. Install SGD thru buck into block with 3/I6' tap -con with 1 1/2' penetration at L" o.c. max. from each corner and 20.' o.c. max thereafter at head per product approval Use 3/I1." tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20" o.c. max thereafter at sill per product aP� ro P P . 19. ALL ceramic the 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 accompanyin 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 roaring FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at IT o.c, max a�acing over ASTM D (type 2) 30 lb felt underlayment installed with min. Pacing 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 Simpson HETA 20 or equal hurric ne a char et each trues 12 with PIO) lad x 11/2' nails PRE-ENGINEERED TRUSSES ( 24' c.c.) supporting Max. 411 at 24'o.c. TYPICAL 18101be. uplift ( 1.d aw b manufacturer) Aluminum Drip .-� Edge t Fascia 2" x L" Sub -Fascia Kaycan full o vent vmpl adlit installed uen 1/8' 8a shank x 1.5' long galy. roofping nails with 3/8' dia. head per product approval -see chart shoot #1 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each Pilled cell Grade s op r inga it XJJJJJXXXX �R-30 blown fiberglass in bottom chord or trusses -1/2' drywall with smooth finish Two rows or beam block Pilled with concrete -and (l) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 or cont. for bottom row over openings I/2" drywall over I" x furring strips at IL' o.c. with R4.1 fi-foil -insulation on typical 8" Block walla 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 RLOiJ and Mortar Jonta shall comply with FBC R40I.2.1. Provide Dur-O-Rock at ail 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 ����„ ��1111MH��wth x 18 Concrete footing (2) #5 bars cunt, and #5 I transverse bars at 48" o.c. TYfi f CAL SECTiON Scale : 1/2" = 1'-0" to Masonry Beam / nails Head fixed door sliding door AREA CALCULATIONS Liv►ng A/C = 1446 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11.548 2' VTR �4- 2 "' 12„ I MASTER ATH R ..� L v-1 LAv-1 2„ I ^ wn-1 2- WC-1 2" „ LAUNDRY 2" 3„ 2„ 2' AAv *,2' vTR 3" ST-1 3" 8-1 1 2 KTICHEN 2" 2" LAV-11 3" 2-J 2^ 3" we-1 BATH 82 PLUMBING RISER To Septic i" x L" P.T. Buck nailed to I Oi block with case hardened nails prior to door attachment al I rt Masonry WallL- 1 va:: ry Bottom Tr'ac Typleal Flooring Sill Install SGD thru buck into block with 3/I4" tap -con with Sliding D o Or De tail a I I I from penetration at L" max. from each corner and 20..' o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rou h O en. Window Description PRESSURE ZONE I. 4'-5ka"x V-3%" 54ka"x 1,3%4" Singh! Hung ZONE 4 2, V-2Ya"x V-3 ia" 15' x 63 i;' Single Hung ZONE 4 3. '-2" x 3'-2 1/2s 21 k2"x 38 %" Sin& Hung ZONE 4 4. 4'-5%a"x 4'-2%s" 54ke"x 54Ya" 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 bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough O enin Door Description PRESSURE ZONE A 9'-0" X it -ON loss x 84' Overhead Garage Door ZONE 4 B 3'-O" X 6'-8" 41 i/q"x 83%" Fiberglass Parcel - Inwrng ZONE 4 C L'-On X L'-8' 14" x 81 �,° is Sliding Glass Door ZONE 4 D 2'-Os X 6'-8s Solid Core - Wood - L-Panel -Br-Fob Finished 24' x 81 %2" E 2'-610 X L'-es Solid Core - Wood - L-Panel IF 5'-O" X L'-e" Solid Core - Wood - L-Panel - Br -Fold G 2'-8' x V-8" x 1 %4" Sohd Core Wood, Steel, or Masorrite Door H 2'-e' X L'-8s Solid Core - Wood - L-Panel J 2'-6" X 11'-8"1 Solid Core - Wood - L-Panel - Bi-Fold K 12#-Bx X 6'-8" Solid Core - Wood - 6-Per-al - Br -Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction 14'-0" OPTIONAL PATIO/SLAB EGRESS d° 12'-e" N i MASTER is U;a BEDROOM oa 8'-0" A.F.F.__ � w) Flat Ceiling 0 N Verill Dryer through wall 'v- i n 2" fille o A,/C Meter roc Rod !'Shelf ranity to e v I N 4 Y2„hip I�It V,-,' Flat Ceiling Lam- R-II Betts InsdauSn w.H. ee 7 4 Steel Ballard detail oA 11il�e�ar I�„ I Z2• 64' Provide auto closer x I Attic Access L---- _ 15011 Amp Panel m GARAGE O -V A.F.F. O Flat Ceiling N r------ ----------- i Block wall in garage to be I struck block I I I 1 I I A I I I ° 3'-5" efe 9'-0" 34 15'-10" Install windows thru buck into block with 3/I0 tap -con with 1 1/2" penetration at L' o.c. max. from each corner and 20.^ o.c. max thereafter at jambs and 20" o.c. max. Exterior face at head and silper product approval of well ----- \ / \ Buck to be I' x 4' IFT Of 12" x 12" Concrete column / block filled with concrete and (2) #i bars vert. tied into lintels above Covered Porch 8'-O" tol9'-e" A.F.F. VaultA Ceiling CAR IAT ROM I I V- I CA I N 2' x L' knee -wall Jill to T-8" A.F.F. below counter top IVI Vaulted Ceiling DINING ROOM I S. I Vanitio to be 34 Y2 high Higghh Well 9Yq" IP-0 3/1 I ���22^ a] N verTiang- 0 E BATH Rod t Shelf I N� Llcty 8'-0" A.F.F. �t Flat Ceiling SECOND m AES Y BEDROOM C4 MT r° I 0- -EGRESS :l lit i in i in N 00. O O COVERED 12" x 12" concrete olumn block filled O R C with concrete and (2) i bar& vert. tie O L' 2" / into lintels II'-L" bove \ 6" a 3'-5" 2'-8" 2'_8" 5'-4° 34'-O" 3'-4" Exterior face 4'-2" i0i 5'-4" 9'-L" 2 REVIEWED CODE COMPL ST. LUCIE CC BOCiCi Attach buck to block wall with 1/4" die. Eleo cone screws with min. I I/4" penetration at 12' o.c. max and 4' max from each corner thru 2" x L" PT Buck 1"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT #e Wood screws thru jamb into back lock with case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15' o.c. max and Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK D e t a l l at D oor prior to door attachment INSTALLATION NTS NTS Braden it Braden AIA, PA wane Building Corp. Date Drawn Revisions : Sheet Architects - Planners 3-25-20 S.E. coconut Avenue The Grand a n d Carlton GARAGE LEFT Drawn by: Tel el : (112) 281-8258 C.G.U. Sppanish Lakes St. Lucie Countg Florida Fax : (112) 281-8283 E-mail: bradenaiaacomcast.net Checked by: Stuart. FL 3499E VAAC000032 D.R.B. OF 5 Comm # 12-2� B r-1— — — — --i I 14'-01, I .I �' 1 20'-0" I 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 2,500 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. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 8. 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) = 4-1 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I 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. GI85 RATING. FOUND,4 ON 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 I #5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. 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 2—j" o.c. unless otherwise noted (see section) (e. 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 co of soil test to architect for review prior to construction py 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-IiI4, and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/211 concrete protection at beams for ALL reinforcing bars. C #5 bar Vert. w/ 30" overlap Fill cell with concrete and E at each Pilled c (1) #5 bar vert. (typical). Thicken edge to 8"x8" Max sppaa shall not exceed with concrete and 4" concrete slab with fibermesh OR ` 48" unlecing ss otherwise noted Wood one #5 bar continuous L"x6" #10/10 WWM on 10 and Visqueen over a Contractor to rovrde p see foundation plan notes for Base clean compacted p termite treated Pill (n proper foundation chmrs spacing at openings GRADE for proper steel matalratton 4" concrete slab with fibermesh OR VxL" #10/10 WWM on L and Visqueen over / clean compacted termite treated fill Grade ,s _-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 I I i_�; I LI I- l l 14"w x 18"d Concrete tooting with (2) #5 bars cont. and #5 transverse bars at 48"o.c. ill I I) TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0 " 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar coat. Step per foundation plan ry 3'-,. I 11,r 3"'i(2) #5 bars cont. bottom steel STEPDOWN ALE 1/2' = I'- 12" x 12" concrete column block Pilled With concrete and (2) #1 bars vert. tied into linteii above Top of footer IL" below finished floor I-T•I:� #5 bar cont, in curbn Curb height Verify based on foundation plan ■ Ia LAB EDGE DETAIL 30" min. SCALE 1/2" = 1`0" #5 bar Vert. w/ 30" overlap Corner Steel Lap at each filled cell nts Fill cell with concrete and (1) #5 bar Vert. (typical). Filled Cell Masonry Column With One Max. spacing shall not exceed 48" unless otherwise noted 45 From Footing 9 To Tie Beam Wood aee foundation plan notes for Conc. Fill To Be 3000 PSI Baas spacing at openings See Floor Plan For Location 4" concrete slab with fibermesh OR VXV #10/10 WWM on L mil Visqueen over / clean compacted termite treated flit § dl� x IB d Concrete footing - with (2) #5 bars cant. and #5 transverse bars at 48' o.c. SCALE 1/211 = 1'-0" 2" x L' 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 Gq Single Filled Cell Column NTS Filled Cell Masonry 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 It Braden AIA, PA Architects - Planners -411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 9B E-mail: bradenaiascomcast.net ----- o----,0 o F z I _ 1 O Filled cell under 1 I Q1 FI girder above I I 24" I o 1 Rear Patio/Slab O r J to be poured separate from the house slab. LU ®I n I o I 1 ° U)) I Thicken footing to 24'w x 14"d x 24"l- I I pl under hired cell I ° a _ — — — _ — — — 11 " ° under girder bearing. ° ° � 11710 (] 9 (-- -- ° m I Rear Patio/Slab to U im 1 be Plush with bottom of sliding door recess. 1 u N I Slope 1/2" I f- ° I I;- I�- I 1 �- I I FI IWO H.B. 1 I I ^ 4" concrete slab with fiber nesh OR I ° 6"x6" 410/10 WWM on 6 mil V squeen over 1 clean compacted termite tr ated fill 1 �0 I I -a❑ I \/ II ° I 1 �- ° 0 I I 1 11�� ° I ° ° H.B o 1- A/C ° —--——— — — — w.H I 1 #I 1 4"4' Steel Sallard FI + filled w/ Concrete 0 1 F�-1 I F5 wr o= 1 1 1 ®ram 1 1 F L ° �--� I I Ew; I 1 I I Ee I ° I 3v� ram" LU -i1 O ql3q ® p- 1 ° ° a E 0\ 1 v0 U ®1 \ ©j I I boor cn 1 `---_—_—_ _-- " ® Q _ r r r r F � #� � I I I I I ° 771 ° 1L N 1 �n 1.5" Recess for ° ° , ° ®-' r-° ° l — — — - — — — rI l 3'-5" W(unne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida 9'-0° J© II'-6" F 4- © 6' 12" x 12" concrete column block fills with concrete grid (2) #Z bars vert. ti into lintels above FOOTING SCHEDULE Mark sise powmtm I 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 30" x 30" x IL"D COLUMN FOOTING WiTH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WiTH 1 #5 BAR CONTINUOUS F5 14'111 With x 18'D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' Date Drawn Revisions : Sheet Comm # G3-25-20 GARAGE // LEFT Drawn by: 1 2 — 2 ka Checked by: 0.R.B. OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = ad ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plygwood 4. Use nails or screws bas d on ress re for root stated in permit info box on t�ese pans fpor zone 3 Ke Area Ede Field Fastener Max. Zone I 6" ad ring shank 45 psf Zone 2 4 6" ad ring shank iL pat Zone 3 ad ring shank 84 psf ** Zone 3a 6" 4" 48 wood screw 112.5 psf ** Use nails or s4rews based on res$ure for r of stated in permit info box on these pions for zone Venfg Wrth Flan Concrete / Lintel willllllllip ■ ■ill(► aaslwreaaen�.mas _ __ - _-- 9'�s9i■I�'e�:' i■f7i�.rail • wis Column 12"x 12' lumn Block Provide s5 bars with min. 48 bar diameters overlap into beam. Tie Pilled cell steel into continuous bean block steel. Provide Cast -Crete -r SUB-OB/OT precast --- - -- -' lintel set m mortar _ Min. 8' Bearings-� --- PT 4" Pre -cast Sill Provide 35 bar set in pre -cast lintel into beam where length of the_ opening calls for it. R-II batts Filled Call 95 bars with mm. 48 bar overlap in Pilled cell. Tie steel into continuous I yf Concrate Footing (we tooter schedule for exact sized DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = I'-O" NTS n SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4' bloduitp to veil lap of truss with IOd x LS nark at 4' ac. Install Simpson MOT Into aeH 5/8' dro threaded rod set nni. 12' into wort beam and (22) IOd news into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8' thick light textured stucco Installed per ASTM C 92L over ASTM D type 2 paper backed wire lath nailed to substrate through one layer oP ASTM D Type 2 felt paper using 8d naps. Substrate to be 19/32' CDX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 21, 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. elside laps and V and 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 LINTEL SCHEDULE Mark Wi or 111 i1R Lintel Sale Cast -Crete S irication • awe �om or • • dottom Steel Sqe Top Steal Max. L=q (PLF) Max Lapad fPLF) MLateral Load (PLF) L22 2'-2" V-L" 610B-011 1 85 3069 f6N 1024 131 � l� '-r 41-O' sF9-08/IT I i6 264I 1363 163 L45 4'-5" 1 6'-10" sFe-OD/IT I as 1106 1 904 339 L50 6'-0" V-6• sFs-oD/IT I a6 11 936 121 "0 L'-Se 11-C spa-Ob/rr I as 1011 121 934 190 11 91 sF9-M/2T 1 *5 2 s6 162 San 512 L90 III KV-6' sl•s-I8/2T 1 s6 2 86 L4S 530 401 1.14011111 9'-0" 10'-4" sFK-IB/2T ONE I s$ 2 85 533 us 401 LI00 10'-O' ►r-4' 911B9-11I 1 e5 2 1 $5 662 494 452 LIOOB lo'-O" Ir-4' sTK-111I I ONE 1 e5 2 s6 Chit f04s 452 L120 12'-0' W-4' GM-IS/2T 1 s5 2 s5 411 428 324 1.0013 17-V W-4" @M(,-18/2T ONE I as 2 a6 1015 no 324 1.I40 14'-O" W-4" Oft-15/2T ONE 1 sS 2 s6 1260 1.09 269 L140 K'-O' M'-4" sts-M/2T 1 $9 2 95 300 11 144 LKOD K'-Om rP-4' W%-0/2T ONE I as 2 as 950 500 M4 - 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 4 hurpoane c or at each trues with (10) x 1 1/2' nals ( 24' o.c.) wppporting Max 18101bs. u lift Aluminum Drip - Edge t Fascia 5/8' attar 2" frame o 2" x 6' Sub-Fascl , "hcr; z Kelican full o vent virryi soffit metalled using 1/8' des shank x 1.5' long only. ,Donny nsils oth 3/8' dra. head per product approval -see chart sheet 81 12' x 12" concrete coMnn block filled with concrete and (2) #1 bars sort. trailT into lintels above thicken edge to 8"x8" with concrete and one ti5 bar continuous BEYOND To of rooter 16 below finished floor Aluminum Drip - Edge t Fascia Flash and Counter Plash Nail ledger to gable and truss with (2) IOd nalls at each web h"ib latha vertical s to proviG .iris sea 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. 11!1 d� II1'12 Trus es at 24" o.c. we shop drawings,{ by others y, II Batts batts Frame ceiling transition as needed using metal studs field verify exact configuration and sizes Drywall ceiling see typical section elllnq transition Insulation Poured Car concrete h Poured Concrete concrete block u Concrete i Manufacture nLS ra Per MCI Aluminum Panel Sims per manufacturer — See Talgol Stud Detail 1/8" • 3/32' Wing Nut e/ appropriate masher and spacing `o per manufactarer's Details .oaa• a FlI A91' a A r I Stud Detail Stud u/ Dee Cast Zinc NTa Nickel Plated Wing Nut Flush Mounted Shutter Detail nts Brace Gable and with 2" x 4" SYP u2 Oft back nailed to bottom of top chords using (2) IOd nails at each trues 'RE -ENGINEERED WOOD TRUSSES si 24'o.c. TYPICAL ( shop drawings by manufacturer ) Brace Gable and with 2" x 4" SYI 8ft back nailed t of top chords usii nets at each true +\R-30 blown fiberglass in bottom chord or trueses /2" drywall with smooth finish Two rows of beam block filled with concrete end (1) #5 bar cont. in each row. Substitute trecast lintel filled with concrete and (1) #5 er cunt. for bottom row over openings 1/2" drywall over is x furringg strips at It," o.c. with R4.1 Pi -foil Insulation on t9prcal Be Block walls All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. A Mortar to be Type "M" only proportioned Der FBC R601.1 and Mortar points shall coinply with FBC 401.2.1. Provide Dur-O-Rock at all wet areas III showers, tubs etc...) Fill cell with concrete and (1) #5 bar vert. (typical). 'Max. spacing shall not exceed 48" unless otherwise noted we foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR Ox6" a10/10 WWM on 6 mll Visqueen over / clean compacted termite treated fill - I �IIII I =_ _IIII -III III III I I I- 1-= III - � IIII ". � IIII—IIII IIII IIII IIII _ I I I �_ - � llii� 14a FI TwwcaI Section at Front "orc C I a Strap truss to wall using Simpson MGT with 5/e dia. threaded rod with min 12" embedment into beam either wet set or in epoxy with M91 Ind nnde .fn Add 1%11 eleinn t^ hurricane* anchor at each truss ( 24" o.c.) subbortina Max. i 0 FAA, a WAW,", I I PFA 11 WN 11 1 FAWAiI .-..III 1�WE �11 Arm, div 01FAI FArAWN3010 III 41111 1AWAS ISO 11 11 NMI 50111 lip Ul i fill 11 Zvi." --IN Fe EMU NMI ral� I -k-im , el 1 1 - I I I W. I I 1 11 11 1 ilillillill ROOF f`LAN OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET TRUSS SHOP DRAWINGS TO BE PROVIDED BY 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 REVIEWED FO TRUSS MANUFACTURER CODE COMPLIANCk ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR ST. LUCIE COUNTY TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIffc FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION 1-2-19 PANEL "A" Palo BR Load Wee Desenptran owes gave Description was Lead BR Pelas 1 20 1.2 ks $12 Rarrigarator I Ran eL 12.0 km 50 2 1 20 1.2 km a12 Cloth" Washer 3 1 20 15 ka s12 Kitchen S.A.C. 5 d Dr 810 6.0 kw 30 2 1 20 15 ks fat Kitchen S.A.C. I 8 1 20 — $12 Bativooa Rocepta 9 10 Air Cmdopm 1 s10 5.0 km 30 2 I 120 1 1.2 Its s12 Dishwasher II 12 1 20 1.2 kw $12 Mwasave 13 14 Air H 810 5.0 ka 30 2 I I6 — s14 G~al Lighting Is IL 1 15 e14 Gavrd Lighreip 11 18 WH t10 5.0 km 25 2 — 1 15 814 Ganerd Lighting 19 20 — 1 15 814 Genwrd Lighung 21 22 GDO 912 0.81 KIIJ 20 1 — I 16 #14 Gaivml Lightung 23 24 Spam — apace 26 21, Spam Spare 21 28 Spam apsm 29 3o spare PANEL "A" LOAD CALCULATION SHEET Load Description Qtlii. Watts Total(Watts) General Lightma (3 walla a9: it:) Small. Appliance Circultlfa ................. ..................... Range......................................................... RefrWerator.................................................. Microwave..................................................... .Dish.Washer................................................... .clothes Awlsher............................................... .Pgthea ,Dryer ................................................ Water Heater .................. Garage.Door.Opener...................... ................. 1135 3 5.205 2 11500 3,000 I 12 000 12 000 1 1,200 1,200 1 I.300 ISOO I 1200 I 00 1 1.200 1 00 1 5,000 5,000 1 4.500 4.500 1 810 810 Total Watts 36 L16 First 10000 Watts 9100% I 110.000 10,000 Remainder 25A15 e40% I O 10.24L Electric Heat or A/C 10.000 065% I 10.000 10.000 Calculated Load Watts 30.24L Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 1 12L.02 Panel Size Required - 150 Amps Electrical S mbol Legend S Single Palo Satoh ® 1 Recessed Can Light 4Double Pole Switch ® Elleball Recessed Pe Push Button Switch Exhaust Fan '9 D outlet ¢ Ceiling III ad Light Special Receptacle ♦ Well Mounted Light aster groan t emewt Li with Pall Chan (attic) ® Floor Duplex outlet © Computer Connection Jack ® Carbon Monoxide Detector 4& Flood Light Q Thersastat m Electrical Panel ® ® H ® Central Yac Smoke Detector Takrviscn Jack 8 Electrical Meter Calling fan ❑I Telephone Jack AC o;aC A/C Disicwwwat ® I x 4 Florescent L ht ® 12 x 4 Florescent Light ® Speaker Hook-up = JUNCTION BOX TO SUPPORT A PAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Soffit 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) #I THHN Copper With #1 Grnd 2" PVC Schedule 40 conduit 2" PVC Schedule ISO 40 conduit sleeve I6o AMP MAMPCB into attic MCB PANEL AHU PANEL AHU 200a rated n meter can 200a rated ( 1 meter can Intersystem bending Intamptem bonding 2" PVC ( FPL Termination pant 2" PVC ( FPL Termination pant schedule 80 Cschedule 80 2' rigid service FPL 2" rigid service FPL AiC Meter e 163 CFM IOxoxi MASTER BEDROOM 163 CFM IOxIOx6 I` ---- -------- a i L aim CLOSE ATH 150 Amp Panel OPTIONAL PATIO/SLAB --1—�' 4 e lo" _I o _ � xAcome L__ `t_J GARAGE r----------------- i I I I I I I I I I I I 12,r PATIO/SLAB I CAR AT RO M I I IBM on e c i I 0 feewtersli9 CFM IOAOxl DINING ROOM Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GF " Install owleAor under disc.H 13notshown clarity A H ,S_ thru Q -- of` lF1 q IC 232 CPM 12xLx1 SECOND BEDROOM i 1B2Ax9 COVERED PORCH 9,aiia iadi'1 1 ground rods ELECTRICAL RiSER ALTERNATE SERVICE ELECT. RISER M E C� A N i C A L L A Y O U T - Contractor shall use AL-CU Landing Tugs. NTs - Contractor shall use AL-CU Landing lugs. NTd - Contractor shall torque tugs I.A.W. - Contractor shall torque lugs I.A.W. n _ f if manufacturers recommendations which manufacturers recommendations which SCALE : I / — 1'— 0 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 ELECTRIC NOTES: I. Use copper wire onli Prom panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for a of not less than two from 20. All equipment and panel sizes shall be verified before The to 2. Provide and wire a required smoke t Carbon or period years ordering. contractor shall provide circuit routings Monoxide detectors. the date or 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 by others. S. ALL exterior outlets to be WP/GFCI protected other phase of installation that may have been damaged. L. Recessed cans to be installed per NFPA requirements. Its. 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 oP construction. The contractor shall furnish and install slob 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. e. A/C Return Air Balance Must complyy w/ FBC RMIL02 the requirements necessary for the equipment to be placed in 23. All exposed wire below 9'-I" shall be installed 1n metal EMT 9. A/C Refrigm! lines that are run Chru slabs must be proper working order. P �sieved in G 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 All be by licensed shall comply with all local codes and ordinances, and shall local 24. Dryer Vents to be installed per 11. work shall performed a electrical most all standard requirements of the electric utility FEFC RMI502 contractor, the completed a�stem shall be Pullg operative. for and telephone company. 12, Contractor shall pay all Tees, permits, testing, and inspections including blower testing where regwre . be 18. The electrical system shall be completely and effectively 9E 13. All work sha11 coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. 14. interference with the progress of construction. All required insurance shall be provided for protection 19. All materiel shall be new and shall bear underwriters' against the public liability and property damage for the labels where applicable. Braden E Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Meter 0 I v- MASTER BEDROOM Fe4 OPTIONAL PATIO/SLAB .0 Covered Ford%-, WP GFCI I \ I \ i \ i Vu mwe Smoke / Carbon G 'j� ` A T Monoxide Detector R O M Combo O s I c I I I I I I �I I ® II 1 II I II I II I I GFCI DINING —�\ I I - / FC I I ROOM GFCI GFCI 71:K ITCHEN-------I S� /24" I 3'-2" 3,-2„ NInBs F / F -�� C.M. Detector on1 per FBC CLOSIE LTGF 42" GFCI (f w.H. 1 AthW L J I 150 Am{� 'I` Optional Panel \ panel location Pull chain \ light in attic 42" 4FCI GARAGE IGarage Door Opener r-----------------i I I I I I I I 1 I 1 I 1 I 1 I I I I I 1 I 1 I I ELECTRICAL FLAN /1 ---_-- IF r I� ente 5 LJ_ y ,'\SECO90 BEDROOM Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq, ft. required Provide A Continuous Vented Sof f it Winne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Re WP \ r COVERricr I-1 ' P'-CrRC H SCALE: 1/4" = 1'-011 __1 Post Photo call I C Z Date brawn : Revisions GARAGE LEFT Drawn by: n Checked bg: D.R.B. H.B. Exhaust Duct Thru Soffit Wire For Front Post Light a o L'-3" u 0 °W 1 mw REVIEWED FOR LN CODE COMPLIAN6E ST" LUCIE COUNT`" LL BOCC Sheet Comm # 12-2� OF 5