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Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c_ at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 5/8" thick light textured 12 stucco on typical concrete 4 1 SLOPE block construction \ Finish Columns with 5/8" thick cut coral finished stucco bands 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 #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlayment installed with min. 4' side laps and 6" and 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 5/8" thick light textured ' stucco on typical concrete block construction SCALE: 1/4" = 1'-0" 12 ,SLOPE 4 0'-0" = Finished Floor Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6`^o.cL at all laps ,and Qtwo dsstaggered`rows 12" o.c. in field. Attach 5/8" thick x 8% cut stucco on typical concrete coral finished stucco bands block construction 12"1 112" REAR ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 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 8d nails. Substrate to be 19/32" CDX Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 4 1 SLOPE WIWI ICI ICI p,' t� NO li ICI I� 1=I ISM-1I� 1[pl I� I� ICCS� ICI � 5/8" thick x 8"w cut' coral finished stucco bands FRONT ELEVATION 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" o.c. base -board II 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with Fibermesh OR VyV #10/10 WWM on L mil Viaqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts FILE COPY CVIEWED FOR CODE COMPLIANCE ST. Lr�UI�C.IE COUNTY SCALE: 1/4" = 1'-0" 8'-I" BEARING 0'-0" = Finished Floor 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: 6th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categor : II Wind Velocity: 1L5 mph ultimate Mean Roof Height: II'-O" Roof Pitch: Internal Pressure Coefficient. 3 O"18 Subjectabilag to damage from: Weathering: Negligible Termites: Very Heavy Width of Roof End Zone: 3,-4" Wind Speed: 165 mph ultimate Wind Exposure Classification: C Yo iio2o;rrN Adjustment factor for Exposure Height: 1.21 x 0.6 = 0.126 ASD design Load Combination: A5CE 1-10 Section 2.4 DL+LL; DL+0.6WL; O.6DL+0.4WL Components E Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.L psf Roof Zone: 2. +20.k/-51.0 psf Roof Zone: 3. +20.4/-84.0 psf Components E Cladding Wall End Zone Width: 3'-4" Components E Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf 0= Roof Zone I Wall Zone: 5. +35.8/-41.8 oaf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 psf Shear Walls Considered for Structure? Yes = Roof Zone 2 Continuous Load Path Provided? Yes Walls Zone 5 Are Components an Cladding Dets Provided? Yes END ZONE Minimum Sod Bearing Pressure:2.500 psi, Presumptive: X By Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FQR OPENINGS = Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31 pal' ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: —5 - pof FLOOR DEAD LOAD: lO sf JOB ADDRESS:22 AZUL r FLOOR O FLAN I Recess top plate L"w x 3/8"d Counter top - venty type J� I � 4„ for steel support angle with contractor CRASH POST [DETAIL see detail on this sheet TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. I. Contractor to verify ALL notes and dimensions prior t0 36" high bg 4" diameter proceeding with work. P 9 steel crash post. Floor Flange with 4 - 3/8" Steel countertop support angIe Install 6" from each and andtf Base cabinet 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expanwon bolts Into one in center of counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) see angle detail 8�d studs a minimum 1,400 P.S.I. fiber stress. L" at IL"o.c 4. No dissimilar metals to touch. 1/2" drywall S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2'h" Zi=" 2• x e• PT wood plate ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to /2" b shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix Attach buck to block wall with 6. Dr wall at ceilings shall be leveled and attached to bottom chord 9 9 o �3/e" 2�" 1 1/ die. etr cone straws with min. I I/4" penetration at 12° o.c. max of trusses with screws per FBC R102.3.5. � and 4" max from each corner ArliTCHEN ISLAND FRAMING DETAIL 1. ALL wood in contact with concrete shall be pressure treated. `� 216. nil°''"" �" x c' PT Buck 12" 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. O D ari.e 9. ALL plumbing fixtures to be low flow. h" 10. Contractor to Provide Drain at water heater in accordance as woad acrsaa ihru iamb into buck with the current edition of the Florida Plumbing Code. Detail at at each Mnge and IS' o.c. max and Door Prior to door attechmsnt Verif attachment y 11. Contractor to Provide a 2'-8" wide door at one bathroom for NTS hole location with GC to fabrication handicap accessibility requirements. prior 3/e" thick L„ 12. Lowest finished floor to be set by Governing Building Department 2 z„ INSTALL VULKEM BLOCK SEALANT steel bracket / surveyor to Set In field. �2 y2" ALL AND PRIOR HEADER, BUCK 13. Separation between residence and garage shall be per FBC R302.6 L" SILLON BLOCK INSTALLATION / 3. 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door 12" x 12" Concrete column block filled with concrete and (2) #T bars Vert. tied Into lintels above w•H• = Water Heater COUNTER TOP BRACKET DETAIL Install windows thru puck into block with 3/IL" tap -con with 15. Wall and Ceilingshall have a flame -spread classification of not greater than 200 per FBC R302.9.1 1 1/2• penetration at V c.c. max. P from each corner and 20.' o.c. max 14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 thereat and atYil"per P°ad 20' o.c. s" VTR 2"I 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant Exterior race I AL MASTER � 1 P of wall Buck to be I' x 4' PT BATH 2" I I flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation varies �12^1 materials exposed on the underside of the roof deck or on the attic walls shall comply iCtTCHENrit - I with F.B.C. R316 - see permit info box of code edition '" A LAUNDRY I \ 3" i` 1: '/Y ` V-1 I 2 18. Gypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 I"x4" P.T. suck Welled to " CcT60, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be Installed lock with case hardened nails 2"I I 1 according to the following: (FBC R102.3.5) Oetall at Windows Prior to window attachment I 12" uv-i LAv-1 I I NTS 2" 2" 2" 2" ` o-1 Dr wall Framing Max. s pacing y Location Orientation Member p g Nod wrung options for Thickness Spacing offasteners installation of drgwatt into Maximum Nmis FScrews wood framingmembers 2" x min, thickness Ceding Perpendicular 24" 1" 12" 13ga 13/e" long with 19/64" heed 0.098" diameter x 1 1/4" Iongg� annular -ringed or 5d cooler nml /2 OR Wells Either 1L" S. IL" 0.080" dia. xx 1 5/8' long with Direction 15/44' head OR Ggpsum board nail 0.084' die. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 7" 12" 13ga 1 5/8" long with 19/64' head 0.098" diameter x 1 3/6" long annular -ringed or Ad cooler nail OR Walla Either I6" 8" 16" 0.092' die. xx 1 1/8" long with Direction 1/4" head OR Gypsum board nail 0.0915" die. x I I/e" with 19/L4" head. 19. 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 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics Shall have a flame spread index not to exceed 25 with an accompanyIII smoke E 84. developed index not to exceed 450 when tested in accordance withh STM Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11461.12 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" 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" a.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss with (10) 10d x 1 1/2" nails ( 24" o.c.) supporting Max. 18101be. uplift Aluminum Dmp Edge t Fascia 2" x 6" Sub -Fascia Kaycan full o vent vinyl soffit I sing 1/8' dia shank x 15" long roofing nails with 3/8" die. head product approval -see chart 0 5/8" thick light textured stucco on typical concrete block construction #5 bar Vert, w/ 30" overlap at each filled cell Grade #1 12 4 -1111=1111=1111 I I I I= :' � � � �-1111I I I I1111- -IIII�IIII=-IIIIIIIIII=1j1- - IIIIIIIIIIIII1II IIIIII III 'l 14" x 14" Concrete footing 14" with (2) #5 bars icont. and #5 T Y F' I CA L SECTION transverse bare at 48" O.C. Scale : 1/2" = 1'-0" Wood Window Schedule Mark Size Rou h 0 en. Window Description PRESSURE ZONE 1. 4'-531e"x 4'-L %a" 543e"x 54ys" Single Hung ZONE 4 2. 6'-2ys"x 5'-3 %" T5" x 4V14` Single Hung ZONE 4 3, T-2" x 3'-212" 21'/2"x 38V Single Hung ZONE 4 4. 3'-I" x 5'-3%8' 38" x 43'/4' 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 1 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction Door Schedule Mark Size Roucih Opening Door Description PRESSURE ZONE A 9'-O" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-O" X C-8" 41"%" x 83%" Fiberglass Panel - Inswing ZONE 4 C L'-O" X V-8" T4" x 81 Y;' d ,"°,*� Sliding Glass Door ZONE 4 D T-0" X V-8' Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81'h" E 2'-4" X v-e" Solid Core - Wood - 6-Panel F 5'-O" X V-8" Solid Core - Wood - L-Panel - B(-Fold G T-8" x C-8" x 1 %' Solid Core Wood, Steel, or Masonite Door H 2'-8" X V-8" Solid Core -Wood - L-Panel U T-0 X V-8" Solid Core - Wood - L-Panel - Bi-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 #1 All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction �/ PRE-ENGINEERED TRUSSES I" x L" P.T. Buck nailed to Masonry Beam at 24"o.c. TYPICAL block with case hardened nails (shop drawings by manufacturer) prior to door attachmen �R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete -and (1) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (U U5 bar cont. For bottom row over openings 1/2" drgwall over I" x furringg strips a% 14" o.c. with R4.1 Pi -foil -insulation on typical 8" Block walls All drywall to be installed per FBC RT02.a.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" onig proportioned per FBC R601.1 and Mortar fonts shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tuba etc...) Fill cell with concrete and (l) #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 6 x6 #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill 2" 2" sNwm-1 3" J 2" ac-1 I "1" T 1 BATH #2 3" cA SANITARY RISER 3• nts to septic/ sewer system ,' Install SGD thru buck into block with 3/14" tap -con with r; 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval N U 0 Use 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval 1" x 6" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door n Masonry Wall ra _ Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with I l d i n D oor 2" penetration at 6" max. D e t a 11 Ifr g ." om o" each corner end 20." o.c. max thereafter at jambs per product approvalij ib At Masonry Wall NTScif Braden t Braden AAA, FA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiascomcast.net , n Vpt. 1'H I IV/bLH 35'-O" e'-IoY2" .12". Uj v U i- CID a-0a N m� n Filled cell under girder above O PORCH WIRE LATH ! STUCCO CEILING 19'-9" a" of I I I 8'-0" to 9'-1 " A.F.F. OL Vaulte Ceiling C REA-� ROOM I I I 1 I _T in 19 T-7 Y2" is,-3" EGRESS 13'-II" 1'-1 Y2" MASTER BEDROOM- _v 8'-O'" A.F.F. vU Flat Ceiling 12od t Shelf .4,, [ r 11 - I M toI J BI OSE'1 oc I I- - if - - - - Rod t Shelf -A 0 37„ WASHER DRYER 2'" LAUNDRY if 0Vauted e'-O" 0 9'-8i A.F.F. Ceiling I NING RIO OM I I 34highto I O 3/e" thick steel counter toga to T I overhang wall 1.5" v I toll ter top supports 5'-3" counter to s to eq•overhang wa I I.5" 6"Z, S OPANTR � P+41' • CAD IDW I high wall - I I E I KITC THEN 1 _ 8'-0" to 9'- A.F.F. OIL O_ Vaulted �edin9 Peer cabinets to Q extend ova Ref. I a l OR WAVE I NON VENT REF. L 3e' CLEAR OPENING ., - - m r it -II Batts Inulation ri a - I Ln Winne Building Corp. Vanity to be 34 Y2"high SECOND BEDROOM ° B'-O" A.F.F. Plat Ceding 12'-8" #1 E 4"0 Steel Ballard cl Seer auto O THIRD See detail on this sheet E cn -- BEDROOM 22" x 1I t l Attie Aces es O L_- lightI s = I O I r 8'-0" A.F.F. - - A.F.F. Flat Ceding Flat Ceiling A R A G E J U O lock wall in g rage to be E MT E r+ struck block 2"-8„ 6'-4" EMERGENCY r - - - -------------, EGRESS I I I I I 1 I I I I p - E I I ' I I � 1 I 1 I a R-II Betts Insulatron Provide auto 150 Amp 'closer Panel 9-9-19 J401.25" x 82.5" 1 ugh opening 1nor this door IG�OLF CART GARAGE 13'-O'" I I 0 no■o [till ioo■r�i SIN • Q IU (K AI (L X:W H 101 _T Square Footage Breakdown Total A/C Space = 1,153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 sq. ft. Total Cubic Ft = 1,4,02-f Under Roof Total = 2,484 sq. ft. MODEL: Date Drawn Revisions : Sheet Comm # 2-5-20 REVIEWED FOR THE f 1� 11-1 C O 1�lDS REAR PORCH LEFT Drawn by: C.C.U. Checked by: D.R.B. CODE COMPLIANCE ST. LUCIE COUNTY BOCC 2, OF 5 20-20 B , Spanish Lakes 2 2 A Z U L St. Lucie County Florida i — — — —— —ri -1 -1 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 96% 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 FOUNDATiON FLAN 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 41 EXPOSURE ="C" lo. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. II. 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 IS. 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. 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 �{. Verify all recess thickness at showers, tile, etc..- 5. Contractor to provide filled cell with concrete and I 5 bar vert. at 43" 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'-6" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-C" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of Soil test to architect for review prior to construction S. ALL Reinforcing steel shall be grade 60, meeting ASTM A-l6 and A-35 specifications. ALL Anchors to be A-301 Steel. `l. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. Thicken edge to 8"x8" SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark size Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS �9 12"W X 140D MONOLITHIC FOOTING - 4" STEP DETAIL ON THIS SHEET 30" x 30" x 14"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ® x 14"D Wih Curb at Garage With th MONOLITHIC FOOTING WITH 2 95 BARS CONTINUOUS - CURB a 0'-0" 6 12"W X 18"D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET #5 bar vert. w/ SEE TYPICAL with concrete and 4" concrete slab with flbermesh OR 30" overlap ECTIONS one #5 bar continuous 6"xf" #10/10 WWM on 10 mil Visqueen over at each filled cell � clean cam acted termite treated fill 4" concrete slab with flbermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade I I -I III I= 14% x 14"d concrete monolithic footma with (2) 45 bars cont. 14„ 1 / TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with flbermesh OR 6 xb #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill / #5 bar cont. 10" (2) #5 bars cont. bottom steel 12" DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of footer IV below finished floor is 7 Verify house slab height in field 30" COLUMN COLUMN FOOTING DETAIL LE 1/2" = I'-U" p PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ AL 4" concrete slab with flbermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated rill 0'-0" e F.F. n1=1IIF I I I 14"w x 14"d concrete monolithic footing with (2) #5 bars Cont. I GARAGE CURB DETAIL J SCALE 1/2" = I'-V" 4" concrete slab with flbermesh OR 611x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill i #5 bar cant. a or ;,, 10„ (2) #5 bars cont. bottom steel la" DETAIL AT 9" GARAGE STEPDOWN SCALE 1/2" = I' —Of, Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re —treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x 6" PT wood secured with \ 3/8"dia. x 4" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garacge Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location '?''u•� :'its`• O ,. Double Filled Cell Column Single Filled Cell Column NTS NTS n 12' x 12' concrete column block filled V pL. r- AA I I V r" b L t with concrete and (2) #'I bars vert. tied I O Into lintels above +{ 35 -O 2" 8'-10%2° 8'-10Y2" ,b 0'-O" 4 d 44 ` 4 T• r — Filled cell under V lJ girder above I o I o r i 4 = p Rear Porch Slab to be W poured separately a0 from House Slab. I I I to u FI I Rear Ratio/Slabb to be flush with bottom of sliding door recess. I Slope I" ■ i l—i i —i I l —i _i FI I I —i of I I 15'-3" — — - - - - - - - - - — - - - - - - - — — — — — FI ---- I FI I 0 4„ L1 FI a In I Footing I I 24"mcxel4"doxln24"L 1 (] under filled cell 00 I under girder bearing. I —J I FI I I I I I 4" concrete slab with fibermesh OR / 6"x6" #10/10 WWM on 6 mil Visqueen over U U I clean compacted termite treated fill sea_ I � �t0 �I I WA9H£R DRYER ■i I —i I I —i ? Braden t Braden AIA, PA Winne Building Corp. Architects - Planners 411 S.E. Coconut Avenue T l,U f D 5 C BTel : (112) 281-8258 Spanish Lakes Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net St. Lucie County Florida Stuart. FL 34994 UAAC000032 II_a II —i i i "I � FI I I of c O I I w til I I Dw I 0 0 of I MICROWAVE NON —VENT REP. H.B. ❑° I .� 39" CLPAR d (F �7) OPENING I Ir --- - A/C F - #I Q 4"0 Steel Ballard See detail on this sheet e S I Lu 2 I I I I MT o I 0 Io of I �I I I I I Q I GE ° E- 1.5" Recess for E 00 I I Garage Door I 59 Stab c 2Z m tap I Ii 4— I I` I 4" concrete slab with flbermesh OR FI I 6 x6 910/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I� I I I" I' I I' — � I r- I' I I ° - J, Top step includes the I and door threshold. Meter and panel — — — — — — 4J — — J either side of — ouae field verily service location a" 5. 5� Ste I _ I Ul 5e Sap o I 9 lie -1 51 O p I F5 6'-4" I I ® o t — ---------� `71 p 1.5" Recess for O [ Garage oor 5 tap 2'-8" T-O"1 2'-8" 1 6'-41, -8" T-O" 2,_8„ MODEL: REAR PORCH 22 AZUL LEFT Date Drawn Revisions 2-5-20 VIEVWED FOP Drawn by: COMPLIANCE C.C.U. CODLUCIE COUNTY Checked by: ST" B®CC D.R.B. Sheet 2). OF 5 Comm # 20-20 B R00F SHEETf NG ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws basgpd on pressure for roof stated in permit info box on these plans For zone 3 Ke Area Ede Field Fastener Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank It. psf Zone 3 ad ring shank 84 psf ** Zone 3a 6" 6" U8 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast —Crete 8U8—OB/OT precast `---- lintel act in mortar _ .,,,�, Min. 8" Bearing --; --- Provide #5 bar set in pre —cast R00F f"L/4N Scale : 1/2" = I'—O" lintel into beam where length of the opening calla for it. - OV ha at 1i-0ii nle5 th W e noted nth h t le PT Buck ed per 'amb into filled cell ' 4" Pre -cast Sill 1 er ngs u s o er is o Is see — 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 TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift Verification Poured Filled Cell - Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction Trusses at 24" ox, see shop drawings by others Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous rooter steel. ' " I' '' Concrete Footing (see Footer schedule " for exact sizes) DETAIL AT WINDOW OPENING iN CBS WALL Scale: 1/2" = I'-o" Now. SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with 10d x 1.5 nails at 4" o c. _ Verify with Plan _ Its --III" \ Install Simpson threaded (2 d set wallinto using " FC0112UMII x 12 into wet beam and (22) IOd nails into truss n Block Rebar Rebar 49 Bar Dla. TRUSS BLOCKING DETAIL Min" overlap AT GiRDER STRAPPING to Lintel t t a c l� m n t AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one lager of ASTM 1)Tyype 2 felt paper using 8d nails. Substrate to be 19/32' COX Plywood nailed at 6" o.c. in field --�_ and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL #11651.12 26 ga. Sv 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" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails s aced L o.c. at all laps and two staggered rows 12" c.c. In field. Attach deck to trusses using attachment detail an this sheet Additional Precast Lintel tt5 b ars P :-":::: r ` 1.+;,. ,,, .. •. y CLEAR Lintel Length Bar Length Clear Span "A" Bars "B" Bars '• ''" i 1 i '-^ 1 2'-0" 2'-8" 1'-L" 2,43 none 3'-4" 2'-2" 2,43 none BF8-OBAT eF8-IBAT ere-I15/2T Additional 4'-O" 3'-10" 2'-8" 2,43 none #S bars 3'-2" 2,43 none me Row of "H" - • :;_ S'-2" 4'-0' 2,#3 none >v Block Above 5'-10" 5'-8" 4'-6" 2,44 none Precast Lintel P {:)":i'. 41 • Additional 1 6 —6 6 _4115 - +0 2,44 none i #5 bare ' t----'' `----y 1'-6" T-O" 6'-2" 2,45 none BFIL-IB/IT BFIL-IB/2T 8'-4" T-10" T-O" 2,45 none NOTES: ALL reinforcing steel is grade 40, I. min. coverage of steel—lS" 2. min. bearing required 9 ea, end=a" 3. standard for remf. etee1=A5TM A415 TYPICAL LINTEL SECTION { PRECAST CONCRETE ) LiNTEL SCHEDULE Mark Window or Do Unit WidthSize Lintel Cast -Crete Specification Rows of 'H' Block Above " " Bottom stool Size Top Steal Size Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" 3'-L' BF8-OB/IT I #5 3069 1501 1024 L31 2'-L' 4'-O" 8F8-OBAT I #5 25LI 13L3 10 L46 4'-5' S'-10" SF8-OBAT 1 #5 1105 909 339 L50 5'-O" L'-0 BF8-OBAT 1 #5 1238 835 121 LLO 1.'-8. 1'-V BPS-OBAT 1 #5 1011 121 534 LBO 8'-O" T-4' BP8-I15/2T 1 #5 2 #5 152 691 512 L90 9'-0' 10'-L" BF8-I5/2T 1 #5 2 #5 L43 530 401 1_905 T-O' 10'-L' 6rI6-IB/2T ONE 1 45 2 #5 1533 1183 401 WOO 10'-O" ll'-4" BPS-IB/2T 1 #5 2 #5 582 494 452 LIOOB 10'-0" 1 ll'-4" 810I4-I13/2T ONE 1 85 1 2 1 85 13LL 1 1028 452 L120 12'-O' 13°-4" BF8-IB/2T 1 #S 2 #5 411 428 324 L120B 12'-0' 13'-4" BFI6-I15/2T ONE 1 #5 2 #5 1015 110 324 L140 14'-O' 15'-4" BFIL-I13/2T ONE 1 #5 2 #5 1250 L09 259 LI(O IL'-O" IT-4" BP8-I15/2T 1 #5 2 #6 300 192 194 LILOB W-O' IT-4" BFI6-6/271` ONE 1 #5 2 #5 950 500 144 - 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 anchor at each truss with (10) IOd x 1 1/2' nails - ( 24" o.c.) supporting Max. IBIOIbs uplift Aluminum Drip _ Edge t Fascia 12" Kaycan full o vent vingl soffit installed using 1/8 dia shank x 15" long gals. roofing nails with 3/8" die. head per product approval — see chart sheet #1 12" x 12' concrete column block filled with concrete and (2) 41 bars vert. tie into lintels above thicken edge to 8"x8" with concrete and 1 one 45 bar continuous BEYOND 12 4 into Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ils at each web .ration into 3/4" penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see Ian CID #5 bar vert. w/ 30" overlap at each filled cell [a Rear Patio/Slab to be flush with bottom of sliding door recess. Top of Footer I6" below finished floor Step per foundation plan — �l Slope per foundation plan ceding transition lG- - i ded using metal studs erify exact configuration :es R-30 Batts I batts Drywall ceiling see typical section ntS Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom Of top chords using (2) IOd nails at each truss RE -ENGINEERED WO e 24"o.c. TYPiC, ( shop drawings bg manuf \R-30 blown fiberglass in bottom chord of trusses -1/2" drgwall with smooth finish Two rows of beam block filled with concrete _and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (l) 45 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at IL" o.c. with R+1 f`-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" only proportioned er FBC R601.1 and Mortar joints shall comply with FBC ,L01.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (l) #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 VxV #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill :III I I I I II AlII I I III I1 1 1-1 1 11=11 1 11 i- _.,, .x �IIIII- 14" FI 11 III ,.j Tc,plcal Sectlon at front'orc� Scale : 1/2" = 1'-0" e) w 7 X L s tl 0 c a Loa 'M a = L W N u N as p O E_ � u N L L � s I Provide downspout Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8" dia. threaded rod with min 12" embedment hurricane anchor at each truss into (22) beam either wet set A m IOd nails into truss. Add truss leg detail epoxy with blocking to this n 24" o.c.) suplpOrtingft ax. per on sheet ETA 20 -_ S. 1 bb II IN F - ME I v FAA A A 35 IN Avg 021 W—AA&VA all i1 FAA NOMA On W 7 FlOWEENWIN ■ B 110001 ME HEM TA 20 ) �� ETA 20� Provide for gutter Simpson HETA 20 hurricane anchor at each truss Provide downspout { 24" O.c.) supporting Max. 1810 lbs. uplift O Q F- LU r � X OU 04m'J4� <fu o Ji a� O L a N =t a) Ul a =_�� ti W E� ao _ N� n L � s H W 1-2-19 17 PANEL "A" Pelee BR Load Wire Description are# are# Description Wire Load SR Pole* 1 20 1.2 kw a12 Refrigerator I Range ai 12.0 kw 50 2 1 20 1.2 kw a12 Clothes Washer 3 I 20 L6 kw a12 Kitchen S.A.C. 5 4 Dr er 410 5.0 kw 30 2 1 20 1.5 kw a12 Kitchen S.A.C. I a 1 20 - $12 Bathroom Recepts 9 10 Air Cond ear 010 5.0 kw 30 2 1 20 1.2 Its $12 Dishwasher II 12 1 20 1.2 kw 1 a12 Microwave 13 14 1 Air Handl $10 5.0 kw 30 2 1 15 - a14 General Lighting 15 It, 1 15 a14 General Lighting n 18 WH a10 5.0 kw 25 2 - 1 15 - a14 General Lighting 19 20 1 15 a14 General Lighting 21 22 GDO a12 0.81 KW 20 1 - 1 15 #14 General Lighting 23 24 Spare - Spare 25 24 Spare Spare 21 28 Spare Spare 1 29 1 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) Small. Appliance. Circuit(s),,, ,,,,,,,,, ,,,,,,,,, ,,,,,,,, Range......................................................... ............................ Microwave..................................................... Dish. Washer .. ....................................... .......... .Clothes,.Washer............................................... _Clothes..Dryer................................................ Water Heater Garage.Door.Opener....... .............................. 1135 3 5,205 2 1,500 3000 1 12,000 12.000 1 I 00 1200 1 1500 1 500 1 1.200 1,200 1 1,200 1,200 I 10 0 00 5,000 I 500 .4500 4,500 I 810 810 Total Watts 354I5 First 10000 Watts 9100% 1 10,000 10,000 Remainder 25,615 040% 1 O 10.244 Electric Heat or A/C 10,000 065% 1 10,000 10,000 Calculated Load Watts 30.244 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 12L.02 Panel Size Required ISO Amps Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Egeball Recessed Pe Push Button Switch Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle Wall Mounted Light aterproo ground fault circuitInt Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn Carbon Monoxide Detector 4L? Flood Light O Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack ❑- Telephone Jack A o;ac A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light KR Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A PAN 0 = THERMOSTAT LOCATION B/A = BALANCED AIR 1IECHANICAL LAYOUT SCALE: 114" = 1'-0" 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. 42/0 AL SER Cable (3) #1 THHN Co With #I Grnd 2" PVC Schedulepper 40 conduit 2" PVC Schedule 40 conduit sleeve AMP MISO CP into attic MCB PANEL AHU PANEL AHU 200a rated 200a rated meter can %1 meter can (� Intersystem bonding Intersystem bonding 2" PVC ( FPL)�� Termination pant 2" PVC ( FPL Termination pant schedule 80 schedule 80 2' rigid service FPL 2" rigid service FPL I I ground rods ♦ I I ground rods ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER PORCH 141 CFM IOxlOxl GREAT 141 CFM IOx1Oxl 141 CFM IOx1Oxl -•• 12xI2xlO 12• 124 CFM IoxloxL /MASTER BEDROOM B/A 124 CFM r IOXIOXL rL+ r----- Ili;6xl0 B/A 9x4x4 9 CFM O LOSE 0 WASHER DRYER LAUNDRY 0 8x4x4 50 CFM DINING I I Ne ROOM I I IL CFM I TPi I r La 2x12x8 B/A PANTRY - - - - - - - - - I DW I ° 112xLxlM I" I SECOND 124 cFl<ITICHEN BEDROOM IOxIOxL ,4" 3 TON I MICROWAVE SEE MANUAL NON -VENT 20x20 'J' and Energg I O 38' CLEAR T OPENING i Calculation L - - - for Unit info i 12xl2x8 B/A W.H. I A C 4"4 Steel Ballard I THIRD See detail on this sheet I ___ BEDROOM (L_, 22" x / 100 CFM Attic Access 1 I G I IOXLxL at fight 48� �.q-� GARAGE / I I I r----------------- i I I I I I I I I I I I I I I I I - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS I I - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which I I shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verily AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only From panel to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before 2. Provide and wire al required smoke t Carbon free of defects for a period of not less than two gears from ordering. The contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4_ ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of ang or as selected by others_ 5. 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_ IL_ It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or through any concrete 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from ang other service. 8. 19. A/C Return Air Balance Must comply w/ FBC RMIL02 be the requirements necessary for the equipment to be placed in 23. All exposed wire below al' -I" shall be installed in metal EMT A(�C Refriggg�r�gqnt lines that are run fhru slabs must proper working order. P alsieved in F'YC Il. All work shall be done in accordance with the N.E.C. and conduit. 10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. Dr er Vents to be installed per ' II. All work shall be performed by a licensed electrical meet all standard requirements of the local electric utility FBC RM1502 contractor, the completed segstem shall be fu11ig operative. for and telephone compang. 12. Contractor shall pag all Tees, permits, tes ing, and 13. inspections including blower testing where required. All be trades to 18. The electrical system shall be completely and effectivelg work shall coordinated with other avoid grounded as required bg 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 material shall be new and shall bear underwriters' against the public liability and property damage for the labels where applicable. 150 Amp Panel ,----------------- GOLF CART GARAGE I I I I I I I I I I I I I I I I I I Braden E Braden AIIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia8comcast.net Stuart. FL 34994 UAAC000032 10 Vent thru I III -Soffit WP GFCI Install oulet under disc. disc. do h f PORCH �`� WP GFCI MASTER BEDROOM IWU i I I I I �-- I I / GREAT! ROOM LOSET I� I � o I \\ WASHER DRYER I \ \ LAUNDRY DINING I \\ 4r_\ ROOM I \NI I � �01/ I II Q / I FS- g I \ GF I cAD _-- --- - --- - 1 I ci° Fc _ / CoRt I ITCIHEI not s oclaritr GFCI ® M1cf�Q1aA\[.E y NON -VENT IT- bill Steel Ballard 0e/_4'0 See detail on this sheet 1 xr Attic Acce withAlK VL OPTIONAL PANEL. 1 LOCATION ' F. It SECOND 1 `I�EDROOM 1 I 1 I \ \ I \ s THIRD ---BEDROOM I \ I lA �M i GARAGE / / L GFC GFCI 1db 50 Amp GFCI / \ GFCI Panel Garage / Garage Door I \ I Door 1 Opener I \ a I Opener GOCART' FrontWire For i i 11 ; GARAGE I � Light I I to garage I+Ights GFCI i i GFCI IV (V WP GFCI ---- - .LECTRICAL FLAN O Post Light with Photo cell SCALE: 1/1" v I'-�11 Center Post Light between driveways Wunne Building Corp. MODEL: THE WINDSOR REAR PORCH Spanish Lakes St. Lucie Countg Florida 22 AZUL I LEFT -Attic Ventina Calculations Total Attic Space = 2101 sq. ft,FBC 2309.1 Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit )ate Drawn Revisions 2-5-20 Drawn by: C.C.U. REVIEWED FOR Checked by: CODE COMPLIANCE D.R.B. ST. LUCIE COUNTY Sheet Comm # E - 1 20-20 OF 5 n t The Architect's ar Archl shop drawing ap Y ET BEFORE ANY MORE TRUSSES ARE BUILT FOR TdAT MODEL. contractor uble check" OUof LD BE SHIPPED AND SU CCESSFU LL S The contractor shall fo TR lu S `J [_ C 0 R T E F I R .J T M O L) E L J --- r checking field m OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' — 24' iN LENGTH other oftrus construction '�/ I A I approval covers ge ® A R RA N J E WITH CRANE ® it f1 review of truss rarity I I structure from gravity ® Do not `tand on trusses until they are braced per B `�I L properly nailed to straps &hangers I " theirrea eiv Approved e /+ Date 15 3"_ L Braden & Brads 19y" 15,_3„ 19,_9„ _ �, .�_ — JMall or DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Spanllor less 30' to 60' Span 60 degrees Spreader Bar Gr e59 it APprox 2/3 to—� / a SDCn CParCX. Line 1/2.of Span ?og ;ne REFER TO BCSI `'REFER 1 BCS Truss must be .set this way if crone used. Truss must as set tno way ` crane used 'russ �s on e.nm Fie your t'. may -ot Hatch. This Is. an example, truss may not match. Insist crane operator sets e truss in'�s way. Insist crane operator sets truss this way. vu -1 All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. AL AIR 1-1AND1_EFR NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. r; Carrying Girder For Truss to Truss Connections see I hanger/connector Nails must be as shown. Guide tabs o schedule in engineering Dome angle nails. L package. Carried Truss SEAT PLATES BY CHAMBERS t , t 12 4.00 — 0 to 8' 1, upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL 12' 4.00 -- 12 2.00 Y upset=1/4" heel=3 15/16" INDICATES LOAD BEARING PLUMB CUT END REQUIRED BY TRUSSES t SUPPLIED BY BUILDER 2 x 4 Top Chord AT A HEIGHT OF 8'-0" WALL HEIGHT 8' ABOVE FINISHED FLOOR END DETAIL: TYPICAL VAULT PORCH RIGHT 1\\X\,NNI \`\i`\`\�1�`__— -t"\\`I�\\`i ll►`I 'i t\ I\h\R�i��\h\I.�\@I i\\�\\t`"�a— \`I I� II Il 1 ` s.�►��ri��lsraar-�arr�'w�sria _\ r�wrrrirrlar�wr�� _ 'IIN ®_A��®��- IRS — 0Jim �®I�.����� .I _ _\ SEE NON®INVERTEDit -V' WEBS AT CENTER \� LOAD FOR A/H/LI : • • 1 �` ,\ `\\\`I`\\\`i11�V�\\\�I1\�\\i i�i_�\`ItN\\\\i\�i�i�\�►'1 `i\\�►\V I k �•—_'•'FV i' CLOUZ ED AREAS ARE OF SPECIAL CONCERN & MUST BE f CHECKED CAREFULLY & MAY t INDICATE DEVIATION FROMPLANS. J% t�ct's 'ropes: entative's Proval is NOT a �he contractor. remain reopen sible 6 asurements, and aria. Architect's Herat roof shape, rng, and loading on and uplift loads. and e locaati no. - n �A.I.A A FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED a RETURNED The legal description of the property where the trusses will be Installed is: The undersigned acknowledges and agrees: 1. Trusses will be made In strict accordance with this truss Placement diagram layout, which is the sole authority for determiningsuccessful fabrication of the trusses. 2. All dimensions In this layout have been verified by the undersigned. .3, Unless written notice Is provided by certlfled mall to Chambers Truss within tart If 0) days of delivery the undersigned agrees that no beckoharges will be allowed. In the event • such written notice Is fumishad Chambers Truss shall have three (3) buysj�nness days in which to begin repairs required, or to substitute other trusses, at Chambers option.' _4. The undersigned acknowledges reoetpt of "SCSI 1.03" summary sheet by TPI & WTCA. 5. Delivery Is to job site. It Is the buyeee'responsiblllty to make the Job she suitable for delivery. Chambers Truss has the sole authority to determine the suitability of the job she oY a portion of the job she for delivery, Chambers Truss will be responsible for dump delivery only. The buyer Is responsible for additional delivsrn expenses B Chambers Truss has to redeliver ' because Job she is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer Is responsible to Chambers Truss for towing costs due to she condWons. it e. Price as shown Iq paragraph 7 below Is subject to change If any changes are. made In this. layout A $50 per hour fee for revisions may be charged by Chambers Truss. 7:. This Is a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or If no; agreement a reasonable price. Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of delivery If buyer cannot accept delivery of febdcatad trusses. The undersigned agrees to pay Chambers.TNss reasonable attemeys to for wllectlbns In event of payment not timely made. 1.12 % per month sejV ce charge will be added for all sums not paid within terms. S. Signature or Initials anywhere on this sheet constitute& agreement to all tarns herein, .. Ge In consideration of Chambers Truss extending credfl for this material the undersigned uncondl0onalty guarantees payment when due of any and all Indebtedness owed to Chambers Trues by any entity moelving material and the undersigned agrees to pay such Indebtedness including attorneys fees, If default In payment for material be made by the recipient 10. In the event of any litigation concerning this agreement the items furnished hereunder or payments referred to herein, the. parties agree that the sole venue for any such action will be Saint Wole County, Florida. 11. Design responsibilities are per -National Standard And RecommendedGuidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSI/rPVWTCA 4 - 2002- DATED SIGNED r ' FOR _ TITLE Aspieader barmay be mgt*W per"BCSI I-W'to preventinjull damage. Multiple ply trusses must be fastened together per engineering before they are set; failure to do so can result In roof collapse. Temporary and permanent bracing are required and can save life and property and Is the responsibility of the truss erector. Study the contents of the Information packet Included on delivery before setting trusses. Trusses moat be setand braced perdeslgn to prevent injury E, damage. Trusses must be set plumb and square ply Do not set bunks or stack of wood, roofing are or any other concentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3106 Oleander Avenue Fort Plerde; Florida 34982-6423 800-551-5932 Fort Pierce 772-465-2012 Fax 772-465-8711 Vero Beach 772569.2012 Stuart 772-286-3302 ' 1&1-4 of"- #-UA%JCIC0QT0IIC4 CAM 92.0/93.2 MITEK 42 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 `I a)r4 I Loading in PSF Roof R.D.L. 16 — N Top Chord Live 20 Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent o , c Bottom Chord Dead 10 3 I TOTAL Load 37 7.2 Duration Factor 1.25 �N') o, 0 >1Wind Speed 165mph N Top Chord C.B. Sheeting by builder. w Ec- Bottom Chord C.B. Sheeting by builder. , Highest Mean Height 15 -0a Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No REVIEWED FORonforms to FBC 2017 ODE COMPLI •=Restraining Dead Load C.B.=Continuous Bracing T. LUCIE COU DESIGN CRITERIA shown above with the EOCC w ding department and your engineer. Design Criteria is the responsibility of the BuildinQ Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11392 Scale: 1/4 = 1' W 82 total trusses,15 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date:10/07/15 Revised:03/21/18 FOR Revised:3/05/2020' WYNNE BUILDING CORP. DESCRIPTION" PORCH LEFT WINDSOR PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE ! 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 a�- �JzuL..