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LCICOUNTY BUT L6iiFV� DIVISION FILE COPY REVIEWED FOR COMPLU{NfjlE PLANS AND SITE OR NO KEPT ON JOB WILL BE MADE Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 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' aid* laps and L" end Ityps fastened with corrosion resistant tin caps and with 1.25" ring shank nails tpaced 6" o.c. at all laps and two staggered rows 12" o.c. in Attach deck to trusses using attachment detail on this sheet ILL L:==(D 011 =J 5/8" thick light textured stucco on typical concrete block constructionLLL���_ __ __ __ __/ � %l 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION RIGHT ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 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 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet stucco on typical concrete block construction 12 SLOPE 11 COVERED PORCH 2" x 4" top plate base —board 12" 2„ O.H. H. Finish Columns with thick cut coral finished stucco bands 0'-0" = Finished Floor thick x 8"w cut nlshed stucco bands _0. 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 1C o.c. 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR OxL" 410/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non—Bearinq Partition Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (1-12) 281-8283 E—mail: bradenaia5comcast.net Stuart. FL 34996 #AAC000032 nLS Gulf Coast Supply and MFG 5v Crimp Metal roofing FL tt11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 1*9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlayment installed with min. 4 aide laps and 6" end leps 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.c. in field. Attach deck to trusses using attachment detal on this sheet 12 4 SLOPE COVERED PORCH 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION 12 4 1 SLOPE Ire I 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 UlltS1.12 24 ga. 5v crimp metal roofing attached to plywood deck using tt9 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 6 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 Bid nails. Substrate to be 19/32" CDX Plgwood nailed at C o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. Eli Wcgnne Building Corp. THE MAJESTIC Spanish Lakes St. Lucie County Florida FRONT ELEVATION 2" SCALE: 1/4" = 1'-0" Scmikil st 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 Bmidin Design is: Enclosed Risk Categor : 11 Wind Velocity: I45 mph ultimate Mean Height: Roof Pitch: 2 Roof 11p" Internal Pressure Coefficient: to -IS Subjectabihtl to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C 1.21 x O.L Adjustment 'actor for Exposure Height: = 0.12L ASD desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL: O.LDL+O.LU]L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.4 psf Roof Zone: 2. +20.4/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf ' 2:12 _ . ITCH Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 pat 0 = Roof Zone I Wall Zone: S. +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3pef Shear Walls Considered for Structure? Yes Continuous Load Path Provided? `(es ® = Roof Zone 2 Walls Zone 5 Are Components an Cladding Detach Provided?Yes END ZONE Minimum Soil Bearing Pressure:2,500 psi. Presumptive: X Bg Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS = Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: _±5_ per FLOOR DEAD LOAD: 10 sf JOB ADDRESS: ��'���� ����C.1 Model: Date Drawn Revisions Sheet Comm # 5-25—I8 REAR Drawn by: PORCH RIGHT Checked by: D.R.B. OF 5 'FLOOR PL,4N Recess top plate iix 3/8"d Counter top - verify typo 4" for steel support angle with contractor see dated on thts ahset TYPICAL NOTES: SCALE I/4" = I'-O" H CRASF OST DETAILN.T.S. I. Contractor to verify ALL notes and dimenslons prior to 34" high by 4" hameter proceedingWith work. steel crash post Flange with 4 - Floor steel countertop support angle Install 6" from each and end 3/8" Base cabinet 2. Contractr to STRICTLY enforce ALL OSHA Requirements, expansion bolts one m center of counter. Ito see angle detail 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 kal steel plate) 2" x 8" wood studs a minimum 1,400 P.S.I. fiber stress. 1/2" drywall at 16" o.c. 4. No dissimilar metals to touch. L„ 2" x 8" PT wood plats 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2%" 2'/2" ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to b KITCHEN ISLAND FRAMING DETAIL shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix Attach buck to block wall with 6. Drywall at ceilings shall be leveled and attached to bottom chord •3/e" 0 " 1/4" dia. Elea cone screw& with mum. of trusses with screws per FBC R102.3.5. 02,, 2' _ 1 1/4" penetration at 12" o.c. max and 4" max From each corner thru 1. ALL wood in contact with concrete shall be pressure treated. oxteiiar face 2' x c" PT Buck S. ALL wall dimensions are nominal and not finished wall or stud dimensions. 0 0_ apes 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. a8 wood screwa thru jamb into buck at each hinge and 15" o.c. max and nor to door attachment Detail Door II. Contractor to Provide a 2'-8" wide door at one bathroom for at p handicap accessibility requirements. NTS 12. Lowest finished floor to be set by Governing Building Department 2 /,' 2 / INSTALL VULKEM BLOCK SEALANT surveyor t0 Set In field. /," /," 0 N ALL JAMB, HEADER. 13. Separation between residence and garage shall be per FBC R302.6 ` SILL BLOCK PRIOR BUCK INSTALLATION 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door W H• = Water Heater Install windows thru buck into black with 3/IL" tap -eon with I all and Ceiling shall have aflame -spread classification of not greater than 200 per FBC R302.9.1 I om chtnerat L .' max. penetration .c. from eachcorns and 20." o.c. max l6. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 thereafter at jambs and 20" o.c. max. head 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant Exterior face at and w per product approval of wan flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation Buck to be I" x 4" PT materials exposed on the underside of the roof deck or on the attic walls shall comply aria with F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C960, C1002, C10'41,C1111, C1118, C1218, C1395, or C1396 and shall be installed r'x4" P.T. Buck nailed to Ixk with ease hardened nails according to the following: (FBC R102.3.5) Detail at Windows prior to window attachment 7rywall Framing Max. NTS thickness Location Orientation Member Spacing Maximum a ecm of fasteners Nall sizing options for installation of drywall into wood framing members 2" x min. thickness Nails Screws Calling Perpendicular 24" l„ 12" 13ga 1 3/8" long with 19/64" head 2 0.098" diameter x 1 1/4" long annular -ranged or 5d coder nail OR O 0880"15/44"h diiad. x 1 5/8" long with Wells Either ion DirecOR 161.8" IL" Ggpsum board nail 0.08L" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" '1" 12" 13ga 1 5/8" long with 19/44" head „ 0.098' diameter x 1 3/8" long annular -ringed or 6d cooler nail OR O 092" dia. x 1 1/8" long with Walls D section 16.18" 16" OR Ggpsum board nail 0.0915" dia. x 1 1/8" with 19/44" head. Window Schedule Mark Size Rough O en. Window Descri tion PRESSURE ZONE I. 4'-Ska"x 4'-L %s" 54k@"x 54Y&" Single Hung ZONE 4 2. C-2Ye"x V-3 %s" 15" x L3 il' Single Hung ZONE 4 3. 2'-2" x 3'-2Y2" 2lk2"x 38%" Single Hung ZONE 4 4.3'-I" x 5'-3%" 38" x 43'A" Single Hung ZONE 4 ALL Windows and mullions ALL windows ALL windows All rough opening with manufacturers to be aluminum windows w/ tint per elevations. to withstand pressure<5 in permit info box in bathrooms to be t,=mpered dimensions to be verified by :ontractor specs prior to construction on sheet I ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 ?. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall Door Schedule be used as backer for the wall the in tub areas and wall panels in shower areas. 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 85. Insulation shall comply with F.B.C. R316. Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 31-0" x L'-e" 410'/,° x W; Fiberglass Panel - InswingZONE 4 C L'-o" x L'-e" l4" x 81 ''r,, Ir. b t. hdmg Glass Door _ ZONE 4 D 2'-O" X ii Solid Core - Wood - L-Panel-BrFold Finished 24" x 81'/2" E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - L-Panel - So -Fold G X-8" x ii x 1 %" solid Core Wood, Ste I, or Mesonite Door H 2'-8" X C-8" Solid Core - Wood - 6-Panel � 2'-L" X L'-8" Solid Core -Wood - L-Penal - &-Fold Gulf Coast Supply and MFG Sv Cramp Metal roofing FL #IIL51.12 24 ga. 5v crimp metal roofing attacfied 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 underlaymcnt installed with min. 4' side laps and 6" end laps fastened with corrosion res,stant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in Field. Attach deck to trusses using attachment detail on this sheet ALL Exterior doors t0 withstand box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUC WITHSTAND THE PRESSURES STATED I ressures Stated APPROVAL FORM PERMIT INFO BOX In permit Info p AND SHALL ON SHEET #1 All rough opening dimensions to be verified by with manufacturers specs prior to construction ontractor Simpson HETA 20 or equal hurricane anchor at each trues 12 with (10) 10d x 1 1/2" nails PRE-ENGINEERED TRUSSES 1 24" c.c.) supporting Max. 4 F at 24"o.c. TYPICAL 181olbs. uplift (sho drawin s b manufacturer) I" x 6" P.T. Buck nailed block with case hardened prior to door attachmen Masonry Bea to nails P g y Install SGD thru buck into block with 3/14" tap -con with 11/2" penetration at L" o.c. max. from each corner and 20." o.c. max Aluminum Drip "� R-30 blown fiberglass thereafter at head per product approval Edge I Fascia n bottom chord of trusses P P PP ;1 2" x 6" Sub -Fascia Koycan full o vent vinyl soffit installed using 1/9' die shank x 15" long gals. roofing nails with 3/8' din. head per product approve - see chart sheet 41 5/8" thick ligi,, textured stucco on typical concrete \ block construction 45 bar vert. w/ 30" overlap at each Filled cell Grade Wood Base 1= I T Y IC�4L SEC 1/2" drywall with smooth finish Two rows of beam block filled with concrete and (U #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (U 45 bar cont. for bottom row over openings 1/2" drgwall over I" x furringg strips at IL" O.C. with R4.1 trfod insulation on typical 8" Block walls All drywall to be installed per FBC Ri02.3.1 and shall meet all pertaining ASTM codes. o Mortar to be TypM" only proportioned per FBC R60�.1 and MortaM' " shall comply with FBC R601.2.1. Provide D' ock at all wet areas (ex. showers, tubs etc- Fill cell with { rcrate and (1) #5 bar vest: (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab With fibermesh OR CxC' #10/10 WWM on 4 sill Visqueen over / clean compacted termite treated fill Ni 14" x 14" Concrete fo®tin with (2) #5 bars cont. and #5 '- ION transverse bars at 48" o.c. Scale : 1/2" = 1'-0" 12" Verify attachment hole location with GC prior to fabrication 3/8" steel L„ cr I COUNTER TOP BRACKET DETAIL c+l O 1 I c+l O r p O 0 Use 3/14" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x 6" P.T. Buck nailed to block with case hardened nails IHe a d prior to door attachment fitted door Ailing door n Masonry Wall -- , /2" \ Bottom Track Typical Flooring SII� Install SGD thru buck into block with 3/14" tap -con with S l l d i n g Door Detail 1 1/2" penetration at 4" o.c. max. from each corner and 20." o.c. max thereafter at jambs per product approval Jamb At Masonry Wall NTS Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia8comcast.net Stuart. FL 34996 UAAC000012 OFT PATIO/SLAB 15'-3" 8'-IOY2" 12"8'-I0Y2" T-1 Y2" . _ _1'-1 EGRESS 13'-II" N MASTER BEDROOM 8'-O" A.F.F. Flat Ceiling Vanity to be 34 Y2"high '�12" x 12" Concrete column / block filled with concrete and Filled cell under 12) #-1 bars vert. tied into O girder above lintels above PORCH O WIRE LATH I STUCCO CEILING OProvide screen mfdl below' C beams and between columns I I I 8'-O" tol9'-8" A F F Rod I Shelf _ _ I in Vaulted Ceiling ioMirrorr u W GREAT' ROOM CLOS T I� HB aD O Rod I Shelf N 3 I 31„ o A mar 32" DRYER ASHER Ln 0- 9'-5" oFT_ LAUNDRY W - - to H 8'-O" to 9'-8., c O r p3hill Vaulted Ceiling be 4 Y2 ROOM 18" n 42" I I � I I `r- counter tops to I overhang wall 1.5" I 3/8" thick steel 9'-5" \mil ,4," 5'-3" e^ counter top supp its tops to I wall 1.5" N N I in CAD R O O +41" high wall a o DW V SECOND ° r BEDROOMr I KITCHEN I o 8'-O" to 9'-8" A.F.F." B'-O" A.F.F. Vaulted Ceiling O Flat Ceiling r I Upper cabinets to I - O I extend over Ref. MICROWAVE R£P. NON-V ENT T 38" CLEAR I O° ry 12'-8" 4,� L„ ,� OPENING L - O T m H.B. Provide auto R-II Batts Inwieuon A/C R-II Batca Insuletien \ N clOBer � O q w.H. #I G _8' 4" 5'-O" 'do detail on this sheet cn Meter and panel Fla W r - cv on either side of " 13 I 22' x 54" ik > J =�O 4 I Attic ch Access light ss house field verify service Iocatlo s IL `{ - - - - - O 150 Am 8'-O" A_F.F. rpl -- 8'-0" A,F.F. T Panel P Flat Ceiling m Flat Ceiling Ion a o GARAGE � C�ARAC� m to n c Block wall in B p garage to be O Block wall in 1 struck block 0 " " MT " garagge to be 0 " �atruck block ri " �/ � MER ENCY O O" r - - - - - - - - - - - - - - - --- i EGRESS r - - - - - - - - - - - - - - - - � O O I I I I I I 0 I I I I I iln I I 1 I O I I I I - I r_-, u y " O I ---- IMITI IalO O" 1 1 ® 3 8 O 2'-8" 9'-O" " 2'-8" 9'-0" 2'-8" Square Footage Breakdown q 9 Total A/C Space = I'll sq. ft. Covered Porch Total = 264 sq. ft. 1 Garage = 518 sq. ft. Total Cubic Ft = 12,86-4 Under Roof Total = 2,324 sq, ft. Wynne Building Corp. MODEL Date Drawn : Revisions : Sheet Comm # 5-25-IS THE M,4JESTIC REAR Drawn by: PORCH Spanish Lakes RIGHT Checked by: ' St. Lucie County Florida D.R.B. OF 5 1. 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 FCUND�470N FLAN 8• SLOPE ALL PORCH SLABS, C ERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF P OVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLL S: ROOF (DL+LL) = 4-1 PSF WIND VELOCITY = PER PER IT INFO BOX ON SHEET ul EXPOSURE ="C" 10. ALL REINFORCING STEEL SHA BE GRADE 60, MEETING ASTM A-I6, ! A-35 SPECIFICATIONS. ALL AN HOR TO BE A - 301 STEEL. 11. ALL DOWELS, SLEEVES, CONDLJTS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL B11 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 MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WO WITH A MINIMUM Fb OF 1600 PSI 15. ALL STANDARD LUMBER SHAL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, LESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WIT ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTEN R16. S TO HAVE MIN. G185 RATING. 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 1 45 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'-11" 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) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTI"1 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/ 30" overlap - at each filled cell 4" concrete slab with fibermesh OR V>d-" #10/10 WWM on 10 mil Visqueen over clean compac Grade ted termite treated fill _ �E- 1-1 1 1 11 1111-11 ( 1IIII= 14"w x 14"d concrete monolithic I, footing with (2) tt5 bars cont. 14" 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 cost. Step per foundation plan w (2) 35 bars Cont. bottom steel 11 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = I'-O" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of tooter 16". below finished floor IL' Verify house slab height in field �IIIIIIIIII 1111 i co u" nfootin concrete iII =1� — —i 111 #5bars oeach wq g with (4) 30" COLUMN FOOTING DETAIL SCALE 1/2" Thicken edge to 8"x8" with concrete and one 45 bar continuous GRADE. SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark Size Description FI 14"W x I D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X I "D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS F 30" x 3 " x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x e" THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS 14"W With x I Cur D at GarageF MONOLITHIC FOOTING WITH 2 tt5 BARS CONTINUOUS - CURB a O'-O" 4" concrete slab with Fiberme h OR 6"xb" #10/10 WWM on 10 mil VI queen over clean compacted termite trey ad fill ililE -j '� i1 PORCH SLAB EDGE DETAIL SCALE 1/2" _ tt5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL Adjust curb hel ht 6e�ECTIONS based on gar. floor slope. 4" concrete slab with fibermes Vxb" #10/10 WWM on 10 mil Via 45 bar in curb clean compacted termite treat, Grade l 14% x M"d concrete i —i l l III iii i— footing with (2) #5 1 14" GARAGE( DETAIL SCALE 1/2" = I' Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilhng 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. Filled Cell Masonry Column With One )R #5 From Footing To Tie Beam an over Conc. Fill To Be 3000 PSI fill See Floor Plan For Location :r >nohthic Single Filled Cell COlumn s cont. N T S 2" x 4" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's prodict approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED N T: 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. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Columr NTS as. r e • -Braden ���� - Planners %s�� 41-1 Coconut _ Stuart, FL 3-49% UAAC000032 b U 15' - 3" Z" r—— — — — — — � _ 4 36'-0" F4 Y2" I 8'-10 12" 12" concrete column bl ck filled F�4 withx concrete and (2) #1 bars art. tied into lintels above ---- FI — — — —— L I _ JQ � �L 7 fl I 1 z FIll dl6dcEli llumade r - ggdderalabmre I 24„ I 0� U o W LU I 8 Rear Porch Slab to p F4 1 r l b fromured Houseparateig Slab, O I J I L0 I Thicken footing to N I 24"w x 14"d x 24"L 7 under filled cell ° a I under girder bearing.un lol ° FI _ Rear Patio/Slab to be flush with bottom of I sliding door recess. 1 (] Slope 1" 1 O I i �- I I I t- r— FI r- ry� I �/ 1r i ,i I I° I I I V"d I° concrete slab With fibermesh OR 1 6"x6" 410/10 WWM on 6 mil Vlsqueen over I clean compacted termite treated fill I I I° I FI DORYER ASHER I I I° I I r- I I F_ 1 Flii° FI I I I DW I I U 01 � 10 4" concrete slab with fibermesh OR Vxb" 410/10 WWM on 6 and Visqueen over clean compacted termite treated fill MICROWAVE REp, NON -VENT Q OPENINGR ao O F 1 —---- — — — — —- r ----� — — — H.B. O — I r--- AiC i � ----- ol I IQ I lal I I F I ° I I ° I o I I I I 1 m F5 0) N FI I I I o I Recess for �----� -J Garage Door UJI -EI3 -o° I (L I F5 F- O a —I I° I F5 --—— — —FS-- —J --8 0 L — — — —— -- --J ° o 00 2'-8" 9'-01, _ I - 2'-8° lllynn(, BUllding Corp. I MODEL THE M,4JESTIC I REAR PORCH Spanish Lakes RIGHT St, Lu,:ie County Florida 4'-41, 1 _ 2'-8" Date Drawn 5-25-i8 Drawn by: C.C.U. Checked by: D.R.B. Rvvisions 9'-O" plan 0 0 Sheet Comm x 3 , 1,4-lso OF 5 �- rw OF Kew Area Ede Field Fastener Pr ssur Zone I 6" 6" 8d ring shank 45 psf Zone 2 �" 6" Bid ring shank "IL sf Zone 3 �" Bid ring shank 84 psf ** Zone 3d 6" 6" tt8 wood screw 112.5 psf Verifq with _ Concrete �II / Lintel Provide #5 bar& with min. 48 bar O O diameters overlap into beam. Tie Provide tt5 bar set filled cell steel into continuous lintel into beam where in re-ca, t p length c +�- I i Scale • 1/2" = 1'-0" beam block steel. the opening calls for it. - Overhangs at I' -Or' unless otherwise noted on this sheet - Roof pitch at 'f:12 unless otherwise noted on this sheet Provide Cast -Crete - - __-� - __:: Y SUB-OB/OT precast -- - Truss shopdrawings to be provided b manufacturer 9 p y lintel set In mortar - �. ti - z!, _ Min. 8" Bearing - - - - _ _ _ . - Any changes t0 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 Q Provide PT Buck ,! to construction for layout and uplift verification A attached per jamb I etmle into filled e1 I ll Poured Filled Cell - Contractor to provide for Form Board Survey and to provide z ;i I 4 Pre -cast Form Board Survey to Truss Company prior to truss constructlo I i I Provide 45 bars dameters overlap with min. 48 bar in filled cell. Tie filled cell steel into looter steel. continuous 12"x 12" Column Block Rebar Rebar. 48 Bar Die. Min. Overlap Column t0 Llntl 4ttachm�nt NTS Poured Co concrete t Concrete '°noting -J L =- _ (see foote� schedule for exact izes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: I/2" = I'-O" SINGLE PL) REAR GIRDER TRUSS Nail 2" x 4" )locking to vert. leg of truss with IOc x 1.5" nails at 4" o.c. Install Simpsor MGT into wall usingg 5/8" dia. thr, aded rod set min. 12" into wet beam and (22) IOd nails into truss Poured Concret, concrete block i concrete I Manufacture luminum Panel ize" per manufacturer See Typical Stud noted 1/8" x 3/32" Wing Nut w/ appropriate washer and spacing Par manufacturer's Details t Stud Detail Stud w/ Die Cast Zinc MT& Nickel Plated Wing Nut 3 L O C K I N G DETAIL Flush Mounted Shutter Detail )ER S'FRAPPING nts TER E)EARING POINT 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 Tggpe 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at G" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and G" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced G' o.c. at all laps and two staggered rows 12" o.c. In field. Attach deck to trusses using attachment detail on this sheet \ Additional l Precast Lintel #5 bare Lintel Bar Clear "A" IfB" %_� '•"'`'. p�'::'�,- CLEAR Length Length Span Bars Bars 2'-10" 2'-8" 1'-G" 2,43 none 3'-4" 3'-4" 2'-2" 2,43 none 8F8-OB/IT 8F8-ISAT 8F8-IB/2T Addtional 4'-O" 3'-10" 2'-8" 2,43 none 4'-G" 4'-4'r 3'-2" 2,tt3 none bar&.. CLEAR-'e- One Row of "H" Block Above 5'-4" 5'-2" '4'-O" 2,43 none r . _ µ Precast Lintel 5'-81, 4'-G" 2,44 none Additional 2,tt4 none i---- ur 45 bare s----� 1'-O" G'-2" 2,tt5 none 8FIG-IB/IT BRIL-IB/27 NOTES: 8'-4" T-10" T-O" 2,45 none ALL reinforcing steel is grade GO. I. min. coverage of steel-1.5" 2. min. bearing required a ea. end-8" 3. standard for reinf. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) �— LINTEL SCHEDULE Mark Window or Door Unit Width - Lintel Size Rowe of "H" Block Cast eta Above S ecdlcatlon Bottom Steel s1ie Top Steal Sire Graavity Load (PLF) UpH/t Load (PLF) Max Lateral Load (PLF) L22 2'-2'. 3 L` 8'= 8-OS/IT 1 #5 30L9 15G1 1024 L31 2 -B" 4 O" 3 -8 8F8-OBAT I #5 2961 13L3 163 L45 4'-5' 5'-10" BPS-OB/IT I #5 1105 901 339 L50 5'-0' C-A" BF8-OB/IT I #5 1238 835 121 LLO 6'-8" T-L" BF8-OSAT I #5 1011 121 534 LBO 8'-O" T-4' 8F8-IB/2T 1 #5 2 #6 152 591 512 Lao T-O" 10'-L" Sill /2T 1 #5 2 #5 643 930 401 L94B 9'-0' 10'-C BFIL-IB/2T ONE 1 #5 2 g6 1533 1103 401 LIOO 10'_0' ll'-4' 8F8-IB/2T I #5 2 #5 502 494 452 LIOOB 10'-0' 11'-4" BFI4-18/2T ONE 1 #5 2 #5 1366 1020 452 L120 IT -ON 13'-4" BF8-I5/2T 1 #5 2 #5 411 420 324 L120B' 12'-0" 13'-4' 8FI4-IB/2T ONE 1 #5 2 #5 1016 110 324 L140 14'-O" 15'-4" BFIL-IB/2"r ONE I #5 2 #5 1260 601 239 LIDO IL'-0" IT-4" 8F8-IB/2T I #5 2 #5 300 112 144 LILOB IL'-O' IT-4" 8FI4-IB/2T ONE I o5 2 #5 150' 600 I m - 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 clIdoI 1/2" lusswlihf0) Ox nal� supporting Max. IBIOIbs. uplift Aluminum Drip Edge t Fascia 2" x L" Sub -Fascia Keycan full o vent vinyl soffit installed using I/8" die shank x 15" long gels. tooling nails with 3/8' die. head per product approval -see chart sheet #I One row of beam block filled with concrete and (U 45 bar coat. over 8" precast lintel — fliled with concrete and lU tt5 bar cont. Aluminum Drip - Edge t Fascia Flash and Counter flash Neil ledger to gable end truss — with (2) IOd Walla at each web 121,_ II L�-1 II 9'-9" I/2" thick stucco on 3/6" hi-nh lath / attached to horizontal and vertical wood framing with nails or staple to provide no lee than I-3/1" Penetration into horizontal good framing and 3/4" penetr into vertical wood framing members 5/8" thick fight textured stucco on typical concrete block construction A tt5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of eliding door recces. Wood Base Step p h foundation plan a Slope per foundation plan r „—=IIII-IIII-LIII-1111=I1U=IIII-IIII-IIII-11�1-��—�I�I-���� ,:. . , Twplcal Section at Pron 1 Brace Gable and with 2" x 4" SYP tt2 81t back Walled to bo, of top chords using (2 netts at each truss PRE-ENGINEERED WOOD TRUSSES � 824"o.c. TYPICAL ( shop drawings by manufacturer ) u) N � L X � s OU m� a W a- O 2s N a N wro H E_ � o0 e a; _ N S R-30 blown 'In bottom chord of trusses •I/2" drywall with smooth finish Two rows of beam block filled with concrete and lU 45 bar cont, in each row. Substitute precast lintel filled with concrete and (U tt5 bar cont, for bottom row over openings I/2" drgwall over I" x furringg strips at IG" o.c. with R4.1 Pi -foil insulation on typical 8" Block walla All drywall to be Installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC RG01.1 and Mortar points shall coinply with FBC GOl.2.l. Provide Dur-O-Rock at all wet areas (ex, showers, tubs etc..,) FIII cell with concrete and (U 11:5 bar vert. (typical). 'Max. spacing shall not exceed 46" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesfi OR "xG" #10/10 WWM on G Fill Viaqueen over clean compacted termite treated fill II"-\FI Forch Scale I/2" = I'-O" Braden t Braden AIA, PA Architects -Planners 417 S.E. Coconut Avenue Tel (112) 287-8258 Fax : (112) 281-8283 E-mail:91 bradenalllcomcast.net Stuart. FL 34996 #AAC000032 Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8' die. threaded rod with min 12" embedment ( 24" O.C.) supporting 1810 lbs. up Ift Ma HETA 20 into beam (22) IOd truss lee either wet set or in epoxy with Halls Into trues. Add blocking to Her detsJ nn this PI1PPr L6 BI uo B L90B B I BI �• � o O L90B .' BI - - BI _ L60 BI 12' Q w I r;9 � " I .H xQ c w� # ; =ate BI �5 _ , � x 3(Y0 "= A �� t 12 ra O SLO �ao3q-o� I ��r W -vctn " � to W //E51 Q13E0QE r�cc cn pvb„,� �g� L22 BI .o`ac I Provide downspout Simpson HETA 20 \ Provide For gutter hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift UJynne Building Corp. THE >"""1,4JESTIC Spanish Lakes St, Lucie County Florida MODEL REAR PORCH RIGHT Date Drawn 5-25-18 Drawn by: c.c.u. Checked by: D.R.B. Revisions ; IL O F- LU O H W Provide downspout Sheet OF 5 Comm r, ll4-IBC PATIO/SLAB PANEL "A„ Poles BR Load Wire Description circ# arc# Description Wire Load BR Poles 2 40 1.0 kw as A/C comp I 2 AHU #10 3.5 kw 3o 2 3 4 2 30 4.5 Its #10 40 gal. water HTR 5 L Range #G 12.0 kw 50 2 l g 1 20 1.8 ku ii Pump 9 10 1 Dr er #10 5.0 kw 30 2 II 12 1 20 1.5 kw 912 13 14 Dishwasher 412 1.2 kw 20 1 1 20 1.5 kw #12 Microwave is 14 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. Il I8 Recepts #12 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 - 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts 912 - 20 1 1 20 0.81 kw ii Garage Door Opener 23 24 Recepts 412 - 20 1 1 20 1.4 kw #12 25 26 Recepts 412 - 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 I 15 #14 General Lighting 29 30 Recepts #12 20 1 I 15 #1 General Lighting 31 32 Recepts 912 20 1 I Is #14 General Lighting 33 34 Exterior GFCI #12 20 1 Is #14 General Lighting 35 31. Bathroom GFI #12 - 20 1 20 412 Smoke Detectors 31 38 General Lighting #14 15 I 20 412 Bathroom GFI 39 40 General Lighting #14 15 1 5 are 91 42 5 are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3, watts sq. ft.) Small, Appliance Circuit(s) .. Range Refrigerator. Microwave Dish Washer... Clothes. ,Washer. ,,,, ,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,, Clothes „Dr,yer_ .. Water Heater Water Pump Garage Door Opener I135 3 5.205 2 1,500 3 000 1 12,000 12,000 1 1,200 1,200 1 1,500 1,500 I 1,200 1.200 I 1200 1 200 1 5,000 5000 1 4,500 4,500 1 1,800 I,80o 1 So 810 Total Watts 31,415 First 10000 Watts 9100% 1 10,000 10.000 Remainder 21,415 ®40% 1 O 10,966 Electric Heat or A/C 10,000 065% 1 10,000 10,000 Calculated Load Watts 30,964 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 _ Panel Size Required = 150 Amps Electrical Sgmbol Legend S Single Pole Switch IRecessed Can Light S� Double Pole Switch ® Eyeball Recessed Pe Push Button Switch Sr Exhaust Fan -49 Duplex Outlet Ceiling Mounted Light Special Receptacle O- Wall Mounted Light -49 Waterproof, ground fault interrupterK Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cM Carbon Monoxide Detector Flood Light Q Thermostat m Electrical Panel ® Central Vac g Electrical Meter ® Smoke Detector Ceiling fan © Television Jack aTelephone Jack A o c A/C Disconnect ® I x 4Florescent Light ® 2 x 4 Florescent Light R Speaker Hook -Up ❑I Intercom Vent thru Soffit-- - - SEE MANUAL "J" and Energy Calculation for Unit info A/C tt I I 143 CFM IOxlOxl MASTER BEDROOM 143 CFM IOxlOxi 12x12x10 B/A ,I��' L F - , I� 4 \J 10 CFM ® 8x4x.� CLOSET 8x4x4 0 51 CFM - DRYER ASHER LAUNDRY CFM 8x4x4 12x12x10 B/A � `J I i 159 CFM IOxlOxl 18 CFM ex4x4 12 x12x9 B/A �. 12x12x9 m V 151 CFM 12xbxl SECOND BEDROOM 11 150 Amp Panel = JUNCTION BOX TO SUPPORT A FAN A/C disc. GARAGE TO = THERMOSTAT LOCATION B/A = Balanced Air 150 #2/0 Aluminum feed AMP Electric Notes: I''A"Conduit 'CB ANEL I. Use copper wire only, no aluminum. r----------------- 1 2. Provide and wire all required smoke detectors. M TE I i 3. Contractor to verify location of electrical I 1 service and provider. I I 4. ALL paddle fans shall be on a rheostat. AHu I 1 FPL�-� " PVC ( I 1 S. ALL bath and kitchen receptacles to be GFI protected. 2i I 6. ALL exterior outlets to be WP/GFI protected. I 1 1. Recessed cans to be installed per NFPA requirements. 1 l 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 2" n serviced serviFPL Bare #G coppe wire I I 9. A/C Return Air Balance Must comply w/ FBC RMI602 to #s cant. r°far '" .Iah 1 I 10. A/C Refrl Brant lines that are run thru slabs must be sleeved in Svc ELECTRICAL RISER II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical NTS contractor, the completed system shall be full operative. -Contractor Shan use AL-CU Landing lugs - Contractor shall torque lugs I.A.W. Contractor shall pay for all fees, permits, testing, and blower '( 'tl manufacturers h a act rer re ommendations which to inspections including testing where required. prior construction 14, All work shall be coordinated with other trades to avoid mr . interference with the progress of construction. 19. The electrical system shall be completely and effectively IS. All required insurance shall be provided for protection grounded as required by the latest edition of the N.E.C. against the public liabiht and ro ert damage for the g p y p p y g 20. All material shall be new and shall bear underwriters' duration of the work. labels where applicable. IL. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from 21. All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancy, or one ordering. The contractor shall provide circuit routings to year from closing sale of house. suit the Job conditions. Correction of defects shall be completed without additional charge and shall include replacements or repair of any 22. Furnish and install all fixtures as called for on the plans other phase of Installation that may have been damaged. or as selected by others. 7. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install 2.3. All raceways and pipes placed in or through any concrete all items for a complete electrical system and provide all slab shall be spaced a minimum of three diameters of the the requirements necessary for the equipment to be placed in largest conduit or pipe from any other service. props working order. 18. All work shall be done in accordance with the N.E.C. and 2'I• All exposed wire below 9'-1" shall be installed in metal EMT shall come ay with all local codes and ordinances, and shall conduit. meet all standard requirements a the local electric utility 26, Dryer Vents to be installed per FBC RM1502 and telephone company. 12" PORCH P 159 CFM IOxlOxl 22" x Si"- , I I Attic Aces" with light -- - - -J GARAGE I1II1IIIIIII r-- - A, A Architects - Planners 411 S.E. Coconut Avenue Tel (-112) 281-8258 Fax (112) 28-1-8283 E-mail: bradenaia5lcomcast.net Stuart. FL 34991. ttAACOO0032 WP nOl et u/ undede r disc. � not shown for r clarity (CI) Q AiC O I v- Milli, ��� MASTER BEDROOM II RAI RO 5F Olx IIG ROPNF CB V 1 CM IzO4 MC EO 8LA PNN Opt. PATIO/SLAB WW�FCI l \ I \ I �S O S CII� S CM / I CLOSEIII I Igo_ DRYER WASHER I LAUNDRY \ -S 11 ITV SECOND BEDROOM/ / I 8r / £ (fFC1 C OPTIONAL PANEL LOCATION m I II5Amp P / Panel GFCI GARAGE / GFCI GFCI / r--------®=------1 Garage D oor Opener I I I I I I I I I I I I I I I I ELECT Rf CAL �LA1� Attic Venting CalcUlatlOnS FBC 230° Total Attic Space = 248-1 sq. ft. Venting Ratio 1/150 = 1L58 sq. ft. required Provide A Continuous Vented Soffit \ I TV I � I I I I GREAT ROOM I Pp I / I / I / I DINING ROOM i I I � I � I \ i I I o i I 1 GFCI / K'lT�HEN l +rc I I I I I / MICROWAVE REF. NON -VENT 38" CLEAR G / ENING - - - J - GFCI GFCI / Fcl 14 j I m I - s vt 54" \ 7 m 4 Attic Abet" 2� Q� I I with light\ l L- - - - -\J GARAGE GFCI \ \ A \ / ght to carrier \ \ Gri7�7FCI / r---------------1 Garage / Door / Opener I I / I I / I I I I I I I to garage lights I 1 1 I I Wynne Building Corp. MODEL THE. MAJESTIC REAR PORCH Spanish Lakes RIGHT St. Lucie County Florida ,r war E W� Post Light with O ow Photo cell w Center Post Light between drivewaus v `w Date Drawn Revisions 5-25-18 Drawn by: C.C.U. Checked by: D.R.B. IL -r Wire For Front Post Light WP GFCI Sheet E1 OF 5 Comm 4 14-150 I =LIFE SAFETY WARNING 1 t,is symbol identifies Life Safety Warnings th2t should be read given special attention by all persons installinglrusses. SPACING NOTE 'D BE SET -'dTER DC`,'T LIFT TRUSSES WITFSDANIS LONGER THAN :0' BY THE PEAK. MULTIPLE PLY TRUSSES MUST BE -ASTENED TOGETHER PER EItGINEERINC BEFORE SETTING. REFER TO ENGINEERING DRAWING TO VE-TERMINE IF MULTIPLE PLY. 30' Span or less 30' to i 0' Span SpreE'er Bar Appr 2/3 tom, �— 1 /2 Span =ER-0 BCSI thray if crone used. --pie, ass may not match. -' - - -erm sets truss this way. All load bearing Wails.. neders, beams & lintels must be irclace at indicated height before tisses A are installed. E- AIR HAN�LEF2N0T UNLESS NOTED ELSEWHERE ON THIS LAYOITTHESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS INTF ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MW i IN CONFLICT WITH BUILDING CODE AND A/C DESIGN RETIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND lCONTRACTOR. For Truss to Truss Connections see hanger/connector schedule in engineering package. i uw CORNER DETAIL 'i RHAN�I'. '. � ..',IDROARITV Carryingrder be as de tabs > nails. SUSSES FOR THE FIRST MODEL SHOU D BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. J4 ARRANGE WITH CRANE O ERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH r;�, L� Do not stand on trusses until they are braced per BCSI & properly nailed to straps & ha 4c1 o• 1Q'-Q' IDICATES LOAD BEARING QUIRED BY TRUSSES PPLIED BY BUILDER A HEIGHT OF 8'-0" OVE FINISHED FLOOR SEAT PLATES BY CHASERS 12 4.00 f n 2.00 iz is upset=l/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL. TYPICAL IULT 12 t=1/4" heel=315/16' MB CUT END F Top Chord -L HEIGHT 8' 'ICAL END DETAIL 01 .g! ©:% 010 /© Ma Ila Poll I i 104FA Amp FOOF I 1014PEA- Firm IPA WIN PAM 010 1010 ME 140 1000 01 051 , �/— lip .•. AN F1 �— ia y■ Aso or 0 ®% �1® I— / 110F.0iop� —.-•.It/I/��//��I�//� li„i/i Vzz/IM%%/I/!FZZ�ZI����I �� ii/.iIV �����) !FA PORCHIRIGHT I I I I I I� i' CL 7u*KD AREAS ARE OF �% / SPECIAL CONCERN & MUST BE l CHECKED CAREFULLY & MAY t INDICATE DEVIATION FROM .PLANS.. r04, P ngers PORCH LEFT I f I W H Q 19 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT ------------- FABRICATION AGREEMENT' wai OANNOTeearArrreo i1Nin,THp Tile iewi dewaiptbn dew pal wlyatenrr yuAI �( pa�1URNED M+JdI'bels.aa.u0lpq./,; •.u� fNa tore. prca,aen, ebg,,,a bwur. zAtdnl.ufwgfnabYywcbsv.bawlval0odpyMl01"0nan.ttus�. a uiraa talbrl rolb b plgidad by awesad sal p q, data of Y �° undwalyrrd apiece rnr ro be TnAe e,in fen , jWK �jMA�s �4�.4 stbslllMs o",es611sss'j Al b1�Yw dsYs4.6 �wh 111. eea.ed°' ale "=°r�ilw mnwyWkralMTPllavtnUA poison of himrfor Z8 ..e°'er" '°o reepw �iq,am'�'Job : rM 6uyar b rwpagDb for addaaW datMry a p Tllead'O buyer b job errs b riot plspwsd,a a bMr b rrot p ,y g bIsM b Chnlbws bwYlp oosb due bp"�'W'dm �Iw,s, likiiyaitASOWpa 1bglrnerWiryayVgws.madeh fi Tl+rb a I'URCt•tABE oftm to �aow,Mi7lwnbelartW. .. ., Tow d rr wm .Peal a a r Pdca. bnoloe wa M made an dNwry and paid a11a1 bma a net debery a rehloeed . ;hi U, Owe +Pe:e b °eh'°r'' r °i'Tr �f amen arolri'syafeebrtmlet�Atlab=apaymwenot payChambela-��upIsaaetrhte dtryetvt♦MaddadraYwlwnagldwnlYl iimehmede.t-,rz%p.mmmagvJsa .W oe11H/ditation dgwmbwa Tma'�aPNalribal bina hwefl,. ro0o1 Y P+w.nr« payment whw, aors"s for bis nl ",e -=:;.d alollbw. rhea byeny «db looel a malaw and dWit le end al `Id°Medoe" owed b twebbetaaa txAlPnu face. r asfwa to prypai far MdKhd bein0e'Wawd owe" I m. Iry�R teem of vi 11111s 4 'elll''�' on m e ^wK on �ffeb d hwaawa le Wfll i0eb (s'p/Q., (•7w1� eY1M ow IIM a➢ie 11w11N 61r any sudl adon wis i rorera paw Strwwd Alw Ratnww,wW Oladehlse (711 iNSVrPYNrfi/t 4-2WT'. Wing MsblPboe Canlaobd tYoodTnsuea .�, --r--- = r�.0 oPeYrlxa�aY"ans9. PIY trtraass roust be fastened together per enginseftrfg Wm they are set; haute bo do so can refwit-bf roof coligxW Temporary and Permanent are required and can am We and property and is Uri respomilti try of the trues eiredw• $tudY the contents ofthe Packet Included on ddlwry re . txaaeemustbe stond6raoeaPt*s1g,bpeVMtko"Aderaga, Thaw must be set plumb and square Do notbat bunks or suck of plywood, rootbfy matsrW or any .. 'agtei 1edtiCsrftrabd load, on tnraaes, mks can caw. couapee. -­'DO-NOT SET TRUSSES USING THIS LAyOUT USE LAYOUT DEL MM WffH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC a 9105 Oleander Avenue Fort Plercei Florida 34982-6423 800-551-5932 - . Fort Fkrce 7rZ485.012 Fax 772-4"-8711 Vero Beach ' 772469-20'12 Stuart ,772,286.=2 . W-� *"-- PYaaaCppeTLf 1tjr fI . . -- - Tile Architcet'scr Asc-hltoct's-raprtreentatiyc's _ shop drawing approval Is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and Other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from g vlty and uplift loads and their re pe two cas�t- ../7s.�f�11 //yy Approved By. _ .. ✓�(/C) 1•'L Date: --- III Braden A.I.A. P.A.--- 92.0/93.2 MnEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 TOTAL Load 37 - 7.2 Duration Factor 1.25 Wind Speed 165mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 1&_W Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 n4 aeons 6{,pW v.o.— lulaluuu OrklunKj Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Enoineer of Rernrri_ Chambers Truss Inc. Drawing Name: M11364 Scale: 1 /4 = 1' 80 total trusses, 19 different trusses. MI 4: RLC ACAD: RLC Reviewed By- Date:07/29/14 Revised:OW7118 FOR WYNNE BUILDING CORP. DESCRIPTION: 70' ROYAL W/2 CAR GARAGE �75°7(10 PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11364 , yyo �, ►�,iLta