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HomeMy WebLinkAboutbuilding plans (2)11T 8'-1" T.O.B. 2" O.H. '... O'-O" , = Finished Floor I .: 12 SLOPE Union Corrugating Co. 24 ga. 5V crimp metal roofing FL#: 1271.4 Attach roofing to deck using #9 x 1.5" wood screws with washer Per Approval over 30 Ib relt Union Corrugating Co. 26 ga. 5V crimp metal roofing FL#: 1211.4 Attach "ating roofing to deck using #9 x I. underlayment installed with min. 4' side laps wood screws with washer Per Approval over 30 lb felt and G" end laps fastened with corrosion resistant tin underlayment installed with min. 4" side laps caps with 1 1/4" ring shank nails spaced 4" o.c. at all laps and two staggered rows 12" o.c. in field. and 4" end laps fastened with corrosion resistant tin caps with 1 1/4" Roof deck to be 19/32 COX plywood nailed to ring shank nails spaced 6" O.C. at all laps and two staggered rows 12" field. trusses with ed x 2.5" long ring shank nails per sheeting o.c. in Roof deck to be 19/32 COX plywood nailed to attachment detail on roof plan Max allowable uplift = 85.8 per trusses with Bid x 2.5" long ring shank nails per sheeting attachment wableeuplift =r85.8 plpar 5/8" thick light textured stuccoblock construction Fete - - - - - ;-06 -0 --4 - - - - - - - - - - - - - - - - - - - - - - - - - - 5/8" thick X 8"w cut coral finished stucco bands LEFT ELEYATiON SCALE: 1/4' - 1'-0' Union Corrugating Co. 26 ga. 5V crimp metal roofingg FL#: 1211.4 Attach roofing to deck using #9 x 1.5" wood screws with washer Par Approval over 30 lb relt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin ceps with 1 I/4" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Roof deck to be 19/32 COX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 par \ T2„ 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands =L;=\/ATf O\I M10T=S fr^ TERMITE TREATMENT REQUIRED CONCEALED FASTENERS OR ATTACHMEHiS ARE THE RESPONSIBILITY OF THE CWrRWW OF ROAD ALL MANUFACTURES LABLES SHOWING 12 U FACTORS AND SHGC COMPLIANCE WITH FSC ENERGY CODE MUST SLOPE 4 REMAIN ON ALL DOORS AND WINDOWS �.� UNTIL INSPECTIONS ARE APPROVED 1 "All 'HESE PLANS AND ALL PROPOSED W09K ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY iN ORDER TO. OMPLY WffH ALL APPLICABLE CODES. -0' = Finished Floor -spy a T 5/8" thick light textured 7,y Flntsh Columns with stucco on typical concrete block construction 5/8" thick cut coral finished stucco bands REAR ELEVATiON Overhangs at 1'-0" unless otherwise noted on Roof Plan Roof pitch at 4:12 unless otherwise noted ,Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. Return ALL Stucco Bands into Window or Door. 12 SLOPE -4 5/8" thick x 8"w cut coral finished stucco bands `3 3 thick light textured stucco on typrcal concrete block construction ------------------------------------------------------------- RIGHT ELEVATiON Product Approval Submittal Affidavit Opening Schedule awing Doors, Overhead Doors, Sliding Doors. llindows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method gT Expiration Date Design Pressure of Approved Testa 1.2.3 t4 FL# 11499.2 Single Hung Series 185 Mi Windows and doors 3/I6" din. Tapcons w/ min. 1 114' penetration at 6" max. From each corner and 19" D.C. thereafter thru PT Buck +41.2/-50.0 psf A IG-0330.02 Overhead Garage Door Model 824 4' O"murex hetht DAB nstall track to buck per product approval and per AttachtSuck towallwaing n�9" x 6" anchor bolts at Is' D.C. 10-9-21 +50.0/-60.0 oaf FL# 15221.1 Fiberglass 9 Smooth Wood ruin series o fibergasa Plaepro/Nanya Plastics Corp. Elco 1/4 din. tapcon with min 1.25' smbedmant at 6' max from corners and 14' D.C. thereafter in jambe. Pressure baud on SCHLAGE hardware. + 45.0 P$F _ C FL# I5332.2 Sliding Glass Door Series 420 Mi Windows and doors 3/14" dia. Topcons w/ min, 1 114" penetration at 6" may. from each corner and 19" D.C. thereafter thru PT Buck into solid CMU quall + 40.0 PSF -filled Product NOA/FL NUMBER Model III Manufacturer Attachment Method Exxppiation Dais Design Pressure of Approved Tests Mullions FL# 15353.2 5164 vertical mullion Mi Windows and doors For CMU use �4) NIV dia. tapcons wits min 1 1/4' penetration wit anc ors located per pr uct approval drawings. MFG TO PROVIDE REBAR IN MULL + 44.2 PSF Roof FL# 1211.4 5V Crimp Metal Roofing INSTALLATION METHOD: A -IS Union Corrugating Cc Union Corrugating Co 26 ga. 5v crimp metal roofing attached to de k using x9 x 1.5" wood scr a with washer per approval over Titanm,i UDL 5pl s underlayment installs% with min. 4" aide laps and ` end laps faatene" with orrosion resistant tin caps end with 1.25 Fin �henk itads s a ed L p.c. at ail Papa and two daggered rows 12" D.C. in fields Attached dect per sheeting attachment detain on roof plan FIELD: -85.8 PSF Edge and Perimeter: g -Ila.1 PSF Siding Stucco on Block Soffit IS-1021.02 Model T4 12" vented Vin I Soffit k:ayGan Installed uein any approved anchor& as shown in product approval. Contractor fggo atrictpply adhere to the product approval for the use asterisr&.opacings. and gidge distances.. 4-20-21 +55.0/-35.0 PSF Hurricane Panels FI# 15016.2 24 Gauge Storm Panels -of Global Pro coon Products k C Installedusnfoityneppr approved anchor&of fasteners, macIngs. Z ad,, as shownappro al. approval product y Pfor the -12.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record SCALE: 1/4" - 1'-0" Union Corrugating Co. 26 ga. 5V crimp metal roofing FL#: 7211.4 Attach roofing to deck using #9 x 1.5" wood screws with washer Per Approval over 30 lb felt underlayment installed with min. 4' side laps and 6" and laps fastened with corrosion resistant tin caps with 1 1/4" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Roof deck to be 19/32 COX plywood nailed to trusses with Sd x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf T.O 2 2 H. H a®❑ `: 5/8" thick x cut coral finished stuccoo bands = finished Floor Finish Columns with 5/8" thick light textured 5/8" thick cut coral stucco on typrcal concrete finished stucco bands block construction FRONT ELEVATiON 2" x 1, top plate II ' 1/2" drywall ceiling on truss bottom cord I/2" drywall on x 4" studs at 16" o.c. base -board � II II i 2" x 4" P.T. bottom plate 4" concrete slab with fibermesh OR 16"x6" 410/10 WWM on 6 and Vilueen over clean compacted termite treated fill P ST. LiTCi rOLTT Tv RUII nr, ar j1W1SION SCALE: 1/4" - F-Oft IRFV1f3N/I� 'EDFOR �IPL,lAACE i2EvlE1��J1'} IXL`;'j PLANS AND PERMIT MUST BE KEPT ONJOB OR NO INSPECTION NVILL BE NL&DE. 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb relt using 8d nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 1.4 thick x 8"w cut coral finished stucco bands A.F.F_ SCALE: 1/4" = i'-O" ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR 1=ROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 145 mph ultimate Mean Roof Height: ff7O" Roof Pitch: 4:12 internal Pressure Coef` c nt: ±O_Ie Subjectabilag to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4• Wind Speed: 165 mph ultimate Wind Exposure Classification: C g 1.21 x O.6 - 0.'126 ASO desi� Adjustment factorfor for Exposure Hei fit: gg n Load Combination: ASCE '1-10 Section 2.4 DL+LL; DL+O.LWL; O.GDL+O.GIAL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.4 pelf Roof Zone: 2. +20.6/-5'1.0 psf Roof Zone. 3. +20.4/-84.0 par Components t Cladding Well End Zone Width: " Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.i oaf Wall Zone: S. +35.8/-41.8 pat Components t Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3 per Shear Walls Considered For Structure? Yes Continuous Load Path Provided yea Are Components an Cladding Det-airs provided? Yes Minimum Sort Bearing Pressure:2.500 pal, Presumptive: X By Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 31 par ROOF DEAD LOAD. 10 psf FLOOR LIVE LOAD. _A5- per FLOOR DEAD LOAD:-10 psf n error on earinq artltlon JOB ADDRESS: nts Braden t Braden AiA, PA Wynne Building Corp. Architects - Planners Tel S.E. Coconut Avenue (ii2) 28"I-8258 � 2 l Grand Carlton 11 el Fax E-mall: (112) 281-8283 bradenalaOcomcast.net Spanish Lakes St. Lucie County f-lorlda GARAGE RIGHT Dates 3-1-16 Drawn by: C.C.U. Checked by: D.R.B. .. TWA - Roof Zone i Walls Zone 4 EMI = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 Revisions Sheet Comm # 10-18-14 Product Approval Revision � - 12-21 OF 6 FLOOR FLAN CRASH POST DETAIL SCALE 1/4'1 = I`-O" N.T.S. TYPICAL NOTES: 36" high 4 4" diameter 1. Contractor to Verify ALL notes and dimensions prior to steel crash post. Floor proceeding with work. Flange with 4 - 2. Contractor to STRICTLY enforce ALL OSHA Requirements. aim (3(3ion bolts into slab /8"t 50 ksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have L" a minimum 1,400 P.S.I. fiber stress. 4. NO dissimilar metals to touch. 2i,' 2i'', 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to m shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 13/a 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R702.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not Finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at Water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 'A 12. Lowest finished floor to be set bg Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door W.H. = Water Heater 15, Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x 6" P.T. Buck flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with cast hari materials exposed on the underside of the roof deck or on the attic Walls shall comply prior to door attacl With F.B.C. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 Cci60, C1002, C10471,C1117, CII78, C1218. C1395, or C1396 and shall be installed Arrnri+nri to the following: (FBC R702,3.5) Drywall Thickness V Location Orientation Fremin9 Member Max. spacing f fasteners of Nail sung options for installation of dryywall into Maximum wood framing membere Nails Serowe 2" x min. thickness Ceiling Perpendicular 24" 12" 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x 1 1/4" long annular-ringad or 5d coder nail �2 If R Walls Either 16" 8" 16 15/64' die, 15/B" long with 15/64" het Direction OR Gypsum board nail 0.086" din. x 15/e" with 9/32" head. Ceiling Perpendicular 24" 1" 121" 13ga 1 5/8" log with 19/64' head OR 0.098 diameter x 1 3/8" long annular -ringed or bd cooler nail I e OR 0.092" die. xx 11/8" long with I/4" head walls Either 16" Direction OR Gypsum board nail 0.0915" die. x 11/8" with 19/44" head. Install SGD thru buck Into block with 3/14" tap -con with 1 1/2" penetration at 6" o.c, Max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I6" 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 apprc 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13"1.1 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 eiling assemblies, wall, crawl spaces and attics within floor -ceiling assemblies, roof-c shall have a flame spread index not to exceed 25 with an accompanging smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316, Union Corrugating Co. 26 ga. 5V crimp metal roofing FL#: 1211.4 Attach roofing to deck using #9 x 1.5" wood screws with washer Par Approval over 30 lb felt underlayment installed with min. 4' aide laps and 6" end laps fastened with corrosion resistant !in caps with 1 1/4" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Roof deck to be 11/32 CDX plywood nailed to trusses with 8d x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 pef Simpson HETA 20 or equal with (10) 10d ox 11 1/2" mails uss 12 PRE-ENGINEERED TRUSSES t 24" o.c.) supporting Max 4 �- at 24"o.e. TYPICAL 18101ba. uplift \ (shop drawings by manufacturer) Aluminum Drip Edge d Fascia \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish 2" x 6" Sub-FABCia Kaycan 4u11 o vent vmel soffit installed sang 1/8'die nnk x I6" long gala. rooting nails with 3/8" dia. head per product approval - see chart sheet #I 5/8" thick light textured stucco on typical concrete block construction Two rows of beam block filled sith concrete and (l) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over opening& 1/2„ drggwall over I„ x furringg strips af, 14' o.c. with R4.1 Pi -roll insulation on It 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 per FBC R601.1 and Mortar fomnt& shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap FIII call with concrete and at each filled cell (I) #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill Grade _ - ,. :...:.:. ...,.........,.. �'llll= II II = ��. � `'�� 1111=1111=IIIlI,,llll= �iI=1111i1 = _ III 1111-1111- '''-I111=1II1=1 I1=1I I -III - 1"' -ill l "' 14" x 14" Concrete footing f� I wuth (2) #5 bare Cont. and #5 �" �/ $� I C A L-S' E c T 10 N tranaverae bars it 48" o.c. to nails 0 all Masonry Beam LIJ "cAH fixed door sliding door 1 1/2, AREA CALCULATIONS Living A/C = I.4.4G sq. f t. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. 2" VTR JIL I I I I 2(' VTR Maste/ I JIL ry Bath I. ? �I 2" U 4^ I 2" VTR 3c. JIL I I 2. 3" 1 Sh®r. I Kit, Smk I Kitchen 2" I 3" W.G. Bath #2 shwr. S. C.O. Ta Septic PLUMBING RISER 1" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment �, Masonry Wall Bottom Track Typica Flooring - Sill Install SGD thru buck into block with 3/16" tap -con with S l I d I n g D OOr D e t a l l I om penetration at ." max. from each corner and 20." o.c. max thereafter at jambs per product approval Jamb At Masonry Wall NTS UJlndow Schedule Mark Size Rough 00 en. Window Descrl tion PRESSURE ZONE I. 4'-5%8"x 5'-3%a" 5,08"x 63i4' Single Hung ZONE 4 2, 6'-2%a"x 5'-34a" -15" x 63%4" Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 1 21%2 11x 38%8° Single Hung ZONE 4 4. 4'-5%"x 4'-2%a" 1 54%'x 54Y8" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to Withstand pressures in permit info box on sheet I ALL Windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction t Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X T-O" 108" x 84" Overhead Garage Door ZONE 4 B 3`-0" X 6'-8" 41 %4'x 83%4' Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 %," ;r"'°,„°`, Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel-Bi-Fold Finished 24" x 81 %i' E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-O" X 61-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x 6'-8" x 1 s/4' Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel J 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 91 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified bg contractor With manufacturer S specs prior t0 construction a (V EGRESS 12" x 12" concrete column block filled ° with concrete and (2) #1 bars vert. tied p into lintels above o _ ° Covered Porch ° cr 12'-8" lO 0 0 0 0 17117110 0 0 C � I MASTER o `n ° " BEDROOM _ v �U 8'-0" to 9'- A.F.P. �n Vaulted Ceiling W-O" A.F.F. c y � Flat Ceiling I � r `.i T RgOM I ® � o I N Rodd, Shelf ° ° 34 Y2 high-'-* N N ij I a H.B. Tn ° r ( /�® 8'-O" to 9'-8" A.F. 2" x 6" knee -wall o L SET 0 Vaulted Ceiling below counter top (X O M I I rr r DiNING I 1 ROOM°81, L_ 11NEN I t~ F Rod ShelF BINET \ ro Q DTOI LE Vanit to be I i �� B T lu Oi " ° 34 Y2 high I ° OI 11'-0 a/4 Hlgh Well O �, KjITCHEN m ao - I O -- Vent throug ryar wall vet an 8'-0" A.F.F. N I Flat Celhng - O pper ca meta to -O" extend over Ref. I ry ( 2" Fdlercryv BATH Rd. i - ° - - F rll�v:r� ap ei� O Rod Shelf ry - - - - - - ® - ry -II Batts wici°n - ° A/C O 4"0 Steel Sallard .$eALdetall qn this sheet $II ul I $ 11„ F ' ae Access ry Attic Provide auto with light 1 closer ° 8'-0" A.F.F. Q 2^y W U c Flat Ceding 1 8 15 i �N II'-6° 6,_0„ 4" Panel /kmp Meter ° m SECOND BEDROOM E Y GARAGE 0 it GRESS C° T ° O " _ C Flat Celhng ry ry o Q a ° EGRESS r----------------- i O Block wall in I m O ° '- i garage to be I v ° T I struck block C VER 17 12" x 12" contra a column block filled I I o p ith concrete and (2) #1 bars vert. tied ORC Lin into II tels above I I 4r_2, 2,_8„ 5'-4" 9'-6" 3'-4" Install windows thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs and 20" o.c. max Exterior face at head and sill per product approval of wall -\ / \ Buck to be I" x 4' PT 1"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER. AND Detail at W i n d ow s prior to window attachment SILL BLOCK PRiOR TO BUCK INSTALLATION NTS Attach buck to block wall with 1/4" die. Elco conc screws with min. 11/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck of wall arras #8 Wood &crows thru jamb into buck at each hinge and 15" o.c. max and Detail at Door prior to door attachment NTS Scale : 1/2" = I'- 14,_C1, STRLUCTJRAL MOTES: 1, ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM 9. 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 10. ALLBEAMS AT 28 DAYS MIN, 3000 PSI L3000 COLUMNS, L'4 OR 000 PSI GROUT 3. POISON SOIL AND COVER W/ G MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11, 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ LX6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 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 TO BE SPREAD IN 12" LAYERS AND 13 MACHINE COMPACTED TO A MiNiMUM OF 2500 PSI IN AREA OF BUILDING CONSTRUCTION 4• TEST FOR FILL COMPACTION MINIMUMS PRiOR TO FORMING SLAB. 14. 71• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. ATTENTION OF THE ARCHITECT. 16. 8- GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 11. F0L1NDA71Oil FL/4 N SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 4-1 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-14, 6 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 307 STEEL. 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. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MiNIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE, ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. Any changes to plans must be submitted to the architect for approval before proceedin 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 95 bar vert, at 48" o.c. max. Provide (1) filled cell on each side of openings upp to wide. Provide (2) filled cells on each side of openings from 6'-O" to and Provide (3) filled cells on each side of Openings from 10'-O" and up Contractor to see plans for any other condition used. Foundation Walls shall have filled cells at 24" o.c. unless otherwise noted (see section) L Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-30-1 steel. 9. Provided minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. SCALE: i/-4" = P—O" 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 by 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. #5 bar vert. w/ Thicken edge to Vx8" overlap SSE TYPICAL with concrete and 4" concrete slab with ribermesh OR efilled cell at each ECTIONS one 45 bar continuous 6"xb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibarmash OR GRADE VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill — Grade - IIII= Jill. PORCH SLAB EDGE DETAIL —IIII III IIII— 14"ui x 14"d concrete monolithic footing with (2) #5 bars cont. SCALE 1/2" = 1'-01, 14" #5 bar vert. w/ TYPICAL FOOTING DETAIL 30" overlap SCALE 1/2" = I'-O° at each filled cell SEE TYPICAL 2r>SECTIONS 4" concrete slab with flbermesh OR Adjust curb height L"xG" 410/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with fibermesh OR Clear compacted termite treated fell slope. =V Vx6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. #5 bar in curb 0'-0- Air-\ Step per Foundation plan Grade �r ZOISE 10" (2) #5 bars Cont. bottom steel 14% x 14"d concrete monolthic footing with (2) #5 bars cont. 12" 14" If 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2" = I'—O" GARAGE CURB DETAIL SCALE 1/2" = I'-O" 12" x IT concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Verify house slab height in field Top of footer I6" below finished flo ri 777777777777 30" OLUMN FOOTING DETAIL SCALE 1/2" 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 product approval Garage Door Jamb Detall GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location o a Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column A NTS a 20'-0" " L e o 0. o i l y y l l l o p e i 1 3 1 1 1 r — —— FI -- — —— o Filled cell under p girder above FI o W I 0 Rear Patio/Slab I to be poured separate W 1 `� 1L from the house slab. elfooting I 24"wicx4"d x 24'"L a lO 1 under filled cell FI I p p p p p p z 4 1171 p p under girder bearing. 1 ° r — — — — — — — — — — — — I FI Ilk, I � Rear Patio/Slab to 1 - a ° be flush with bottom of °c_V sliding door recess. 1 I slope 1/2" u� $o N `r _a I w i ' Io _a I iI I I �I I Fl 10 I H.B. p 4" concrete slab with fibermesh OR I 4"x4" 410/I WWM on 4 mil Visqueen over ,� I clean compacted termite treated fill p pl 1° —i I I I h•---T I �— o cr `r e' ° i M I I I ° I ° -- -- — 4"0 Steel Ballard I � _� I I ®filled w/ Concrete >c� I a I 1'ai01 I°0 1 #1 r p _ Wvw I L vUD F 1QJ — 3 rEp p .,., ° Oe +-a �.� I Cli o i p 1 �� y 1 r— / E 1b `u e p L — — — p � I = I I p P4 0 X IU _ O r ® t — — — — Recess for — , ° --- —---- --- Garage door p p °° p p e ° FL_ II'-6" 6'-2" 3'-5" q'-O" \I2" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above FOOTING SCHEDULE Mark S1W Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #6 BARS CONTINUOUS F 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F s"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS lg14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" rz R00F SHEETING ATTACHi1ENT DETAIL I. Minimum Nail size = ua ring snanK tmin. A.7 ivriy" 2. Minimum Screw Size = U8 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4" inBpermlit nfo`boxaonathesenplanssore zoner0S stated ICe Area Ede Field Fastener Max. Pressure Zone I 6" 6" Bid ring shank 45 psf Zone 2 " 6" Sd rin shank "I6 sf Zone 3 " 'i Bid ring shank 84 psf ** Zone 3a 1 6" 1 6" 198 wood screw F-27 psf ** Use nails or s rews based on pres$ure for rg oT 8LDLBO in permit info %ox on these plans t�or zone 3 Concrete / Lintel Column Verify wit� Plain Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block steel. Provide Cast -Crete BUS-OB/OT precast lintel set in mortar ` Min. 8" Bearing 12 "x 12" lumn Block Rebar Reber 48 Bar Die. Min. Overlap to Lintel Attachment NITS I I I I r - LINTEL SCHEDULE Mark Window OrD Unit wilt Lintel Size - rate Cast ic Specification owe of He Block Above " " Bottom Steel 9'u Top Steel °"z' Max_ Gravity Load tPLF) Max U 111 (PLF) Max. Load fPLti•> L22 T-2" 3'—v 8F8—OBAT I #5 3069 1569 1024 L31 —6" 4'-0" BP8—OB/IT I #5 26LI 1343 163 L45 4'-5" 5'-10" 811118—OBAT I #5 1105 909 339 L90 5'-O" 6'-6" or8—OBAT I #5 1236 ass 121 L40 6'-8" 1'-6" 8f=8—Oi3/IT I #6 1011 121 534 L80 B'—O" r-4- era—IB/2T I 05 2 45 152 591 112 L90 9'—o" 101-0 SFe-19/2T I #5 2 #5 643 530 401 L405 9'-O' 10'-6" BFI6—I5/2T ONE 1 #5 2 #5 1533 1183 401 1_I00 10'—O" 11'-4" era—i5/2T 1 #5 2 #5 582 494 452 LIOOB 10'-0" II'-4" BRIG—IH/2T ONE I #5 2 #5 1366 1028 462 L120 12'-0' 13'-4" BPS-IB/2T I #5 2 #6 411 428 324 LI20B 12'-o" 13'-4" BFI6-I13/2T ONE I #5 2 #5 1015 110 324 L140 14'-O" 15'-4" 8111I6-IS/2T ONE 1 #6 2 #5 1250 409 259 L190 IV-O' IT-4" 1 8F8-Is/2T I tt6 2 #5 300 192 144 L160B I6'-0" 11'-4" BFI6-IB/2T ONE I #6 2 #5 450 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETF. - LINTELS SHALL BE FiLLED SOLiD WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTPESSED. Provide #5 bar set in pro -cast lintel into beam where length of the opening calls for it. Provide PT Buck r:.., t•; ',I attached per r ,Jamb details into filled cell Sill {.. f. „I "-Poured Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous tooter steel. SINGLE PLY REAR GiRDER TRUSS Nail 2" x 4" blockinug to vort. leg of truss with 10d x 1.5 nails at 4" o.c. Install Simpson MGT into wall using N 5/8" dia. threaded rod set min. 12" into wet boom and (22) 10d nails into truss Poured Concrete or concrete block well Poured Concrete w or Poured block wall \\L Concrete Anchors For Manufacturers Specs TRUSS BLOCKING DETAIL Flush Mounted AT GIRDER STRAPPING AT CENTER BEARING POiNT 1/am 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 D Tggpe 2 felt paper using 8d nails. Substrate to be 19/32' COX Plywood nailed at V o.c, in field and edges with 10d ring shank nails into studs. Union Corrugating Co. 26 ga. 5V crimp metal roofingg FL#: 1211.4 Attach roofing to deck using #9 x Imen wood screws with washer Per Approval over 30 lb felt underlayment installed with min. 4' side laps and 6" and laps fastened with corrosion reaistant tin caps with 1 1/4" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o_c. in field. Roof deck to be 19/32 COX plywood nailed to trusses with ad x 2.5" long ring shank nails per sheeting attachment detail on roof plan Max allowable uplift = 85.8 psf Simpson HETA 20 or equal 12 hurrads icane anchor et each true with (10) IOd x 1 1/2" W ( 24" o.c.) suppporting Max. 18101bs. uplitt Aluminum Drip Edge t Fascia 12" 2" x 6" Sub-F Kaycan full o vent vinyl sofrit installed usin 1/8" die shank x 15" long 8aly. roo�ng nails with 3/8' din, head per product approval — see chart sheet #1 12' x 12" concrete column block tilled with concrete and (2) 41 bars vert. tied into lintels above thicken edge to 8'x8' with concrete and one #5 bar continuous BEYOND Top of footer 16" below finished floor _a 1/2" horizontal wood into vertical a Aluminum Drip Edge E Fascia Flash and Counter flash Nail ledger to gable end trues with (2) IOd is at each web an 9/8" hrrib lath ntal and vertical wood r staples to provide f" penetration into min and 3/4" penetration {raining members 5/8" thick light textured stucco on typical concrete block construction Vanes - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan — a Slope per foundation plan ry; 1111-1�11=1I1� IIII IIIII�III� llil-�l—il-till 3 Tualcal ON a Anchors Per .urers Specs I/4"Max. Aluminum Panel Sass per manufacturer - See Tgpical Stud Detail 1/8" x 3/32" wing Nut e/ `$ appropriate mother and spacing per manufacturer's Details ti as3" Nil er Detail Stud Detail Stud w/ Die Cast Zinc Nib Nickel Plated wing Nut nts Brace Gable and with 2" x 4" SYP #2 art back nailed to bottom of top chords using (2) 10d nails at each truss PRE-ENGINEERED WOOD TRUSSES > e 24"o.c. TYPICAL ( shop drawings by manufacturer ) R-30 blown fiberglass %in bottom chord of trusses -1/2' drywall with smooth finish Two rows of beam block filled with concrete and (U #5 bar Pont. in each row. Substitute Ear lintel filled with concrete and (1) #5 bar Cont. for bottom row over openings I/2" dr well over I" x Furringg etrlps ar 16" o.c. with R4.1 ?,-roll -Insulation on t pical 8" Block walls N LU 2 N 'Q an r_ X ohm N Quo Ul a uCc .,� U N p 0 00 Ems_ to U� U N All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Tgpe "M" onl4 proportioned _per F C R601.1 and Mortar joints shall comply with FBC R601.2-1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Flil call with concrete and O O tU #5 bar vert. (typical). 'Max. spacing shall not exceed 48nWood see foundation plan notes For unless otherwise noted — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET see Base spacing at cps"'rigs — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fibermesh en over 6"xL" tt10/10 wWM on 6 mil Viaqueen — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL iN WRITING PRIOR TO STARTING CONSTRUCTION. _ _ 11— ALL TRUSS TO TRUSS CONNECTIONS BY �i- =11 IIII IIII li, lilt TRUSS MANUFACTURER II=III =IIII — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR 14° FI TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Section at Front F'orch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE �n;PM Rnalzn �11PVFY TO TRIJSS COMPANY PRIOR TO TRUSS CONSTRUCTION hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift Strap truss to wall using Simpson MGT with 5/8" dia. threaded rod with min 12" embedment into beam either wet set or in epoxg with (22) IOd nails into truss. Add blocking to ETA 20 truss leg per detail on this cheat IN HE FAA IV EWA Own IN a IN all lmwffi�lm � rn CL 3 'V' )N Brace Gable and 4" 5YP #2 min. nailed to bottom rds using (2) IOd Ills at each truss FLAN -------------- ETA 20 -------------- Braden t Braden AIA, PA UJ nne BuildingCOf . Date Drawn : Revisions 10-18-I6 Product Sheet Comm Architects - Planners 417 S.E. coconut Avenue t � 2 Grand Carlton 11 GAR,ACsE RIGHT �� mnlbb �= Approval Revision � 12 — 21 Tel : (112) 281-8258 Q.C.U. . Fax : (172) 281-8283 Spanish Lakes Chocked bg: E-mail: bradenai no comcast. net St. Lucie County Florida OF 5 StaArt- FL 3,I99L UAAC000032 _._ PANEL "All Dirt# Description Wire Load BR Poles Poles BR Load Wire Description Dirt# 2 40 1.0 kw #9 A/C comp I 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 6 Rana #G 12.0 kw 50 2 7 e I 20 1 1.8 kw #12 1 Pump 9 10 Dr er #10 5.0 kw 30 2 I 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.6 kw 412 Microwave 16 it. Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 18 Recepts #12 20 1 I 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepta tt12 20 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 I 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 I 1 20 1.4 kw #12 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 - 20 1 1 15 #14 General Lighting Z9 36 1 Recepta #12 I 20 1 - 1 is #14 General Lighting 31 32 Recepts #12 20 1 - 1 15 #14 1 General Lighting 33 34 Exterior GFCI #12 20 I - I 5 #14 General Lighting 35 36 Bathroom GPI #12 20 1 - 20 #12 Smoke Detectors 3"1 38 General Lighting 414 I5 I - 1 20 #12 Bathroom GFI 39 40 General Lighting #14 15 I - spare 41 42 1 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lightng..(S. watts sg, ft.) . Small. Appliance, Circwt(s7, „ Range ........ ......... .................. Refrigerator.................................................. Microwave .............................................................. Dish, . Washer ................................................... Clotfies..Waaher.. .. ..................................... Clothes. Dryer ................................................ Water, Heater ................................................. .Water„ Pump ................................................... .. ....... ......... ................... ...... . , , , 1135 3 5,205 2 1,600 3,000 I 12,000 12,000 I 1200 1200 1 1.500 11500 I 1200 1,200 I 1,200 1,200 1 5,000 5,000 1 4.500 4,500 I 1800 1800 _ 810 810 First 10000 Watts 0100% Total 1 Watts 10,000 31.415 10 000 Remainder 21,415 "40% 1 O 10,944 Electric Heat or A/C 10,000 945% 1 10.000 10,000 Calculated Load Watts 30.946 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps Panel Size Required = 129.F 150 Amps Electrical SImbol Leerd S Single Pole switch ® Recessed Can Light Sg Double Pole Switch ® Eyeball Recessed P9 Push Button Switch „Sf Exhaust Fan Duplex Outlet Ceding Mounted Light Special Receptacle 0- Wall Mounted Light Light with Pull Chain (attic) Waterproof ground fault circuitInterrupter ro ® Floor Duplex Outlet © Computer Connaction Jack Fe-m-1 Carbon Monoxide Detector 42 Flood Light TQ Thermostat ® Electrical Panel Central Vac rc::3i Electrical Meter d Smoke Detector Ceiling fan © Television Jack aTelephone Jack Ado A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up ❑I Intercom H.B. Vent thr_u JO_TTIt--- PATIO/SLAB I I GR AT RgOM I I Center Registers 163 CFM on ceiling fan 113 IOxCOxIOxlOxl FMl DINING ROOM W_ - 18 x4 fl�'�"A i I T �ai�rn� i I I I I I I 83 CFM 12xbxl I Lam_ I SECOND BEDROOM 2x x8 1 i - THERMOSTAT LOCATION O 110 CFM 12xexe 110 CFM 12xax8 12 B/A �F - - - - - ----- a /i I2 12x12x9IT T() B/A I L 0 I Inu L 8x xi 21 M BAT9 Soffit 10° ^° K 1 ILO CFM 12x12x1 4 C 10 xL 1 4�� 0 1 - O -- o--LWU 22" x 54" #I I L A with Access ht ~ I QQI � l-==� 150 Amp Meter Panel 3 XI)s {{ GARAGE COVERED PORCH ME�HANI^P_ LPY(IJT Electric Notes: SCALE: 1/4" = I'-0" I. 2. Use copper wire onlg, no aluminum. Provide and wire all required smoke detectors. 17. it is not the intent of these plans to show every minor detail 3. Contractor to verify location of electrical of construction. The contractor shall furnish and install all items for a complete electrical system and provide all 4. service and provider. ALL fans shall be on a rheostat. the requirements necessary for the equipment to be placed in 5. paddle ALL bath and kitchen receptacles to be GFI protected. proper Working order. 18, All work shall be done in accordance with the N.E.C. and 4. ALL exterior outlets to be WP/GF1 protected. shall comply with all local codes and ordinances, and shall 1. Recessed cans to be installed per NFPA requirements, meet all standard requirements of the local electric utility 8. AFCI receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1402 be 19. The electrical system shall be completely and effective) 10. A/C Refri er nt lines that are run thru slabs must AV grounded as required by the latest edition of the N.E.C. 11. sleeved in ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed by a licensed electrical abets where applicable. contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all fees, permits, testing, and 21, All equipment and panel sizes shall be verified before re inspections including blower testing wheregwre crdering. The contractor shall provide circuit routings to 14, All work shall be coordinated with other trades to avoid suit the Job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public habilitg and property damage for the or as selected by others. duration of the work. 14. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or through any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below 9'-1" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RM1502 r----------------- iI I I I I I I I I I I I I I I I I I I I I I I I I A/C disc. AM #2/0 Aluminum lead I /s' Conduit � pq EL M TE AHu 2" PVC ( FPL)--r' 2" ri id service FPL - E Bare #L c s care to #5 cont!jegar in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manuracturera recommendations which shall be verified prior to construction PATIO/SLAB ,-,C`overed Porch `\ 1 ! 1 � w.b. GFI MASTER BEDROOM v S' V V / I / G R 1 AT Smoke / Carbon --- R0 M Monoxide Detector Combo I �\ M I I S� GF IL � Q I� I LI SET N 1� 11 I 11 1 = DINING I L ROOM I G�, F F- G GF IH \ \ I ✓i� ° S�Ail �S K17CHEN �\ i _ 5Epke_ / C rJbgL - J fTonoxI a- Ietector I I L F1 Hines Cj Combo 3'-2" 3'-2" H.B. 0\\1 so M / Exhaust Duct F If Thru Soffit \\ GFI -- - - - -- L40 42"h GPI g \ I H. rLu enter > I 22" x 54" 1 ! tj Attic Access ! I i I with light / N �COND �Q� L, Optional P IVO Amp XV S ® panel location l / Panel � � Pull chain / / light in attic m 42"h GFI 94 Pa GARAGE /\ / \ Garage - Door Opener----------� Wire For Y Front Post Light p. GPI I I I I \ I I I 1 I I ELECTRICAL PLAN L'-3" Post Light with I Photo cell m N N Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall 0. GFI TrInstall dine. l under disc. not shown for -. clarity Q A/C /1 eter SCALE: 1/4" = I'-0" Attic Ventin Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio I/ISO = 14.I( sq. ft. required Provide A Continuous Vented Soffit 4 r0. { W.J �ld+5t rW+�l a� t r g - • . A=LIFE SAFETY WARNING This symbol identifies L'Iby all personsafety rinstallingntrussengs that shod be read s. given special attention SPAGING NOTE s ALL TRUSSES ARE TO 8E SET AT 2•-O' ON GENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSE ENGINEERIN ASTENED TOGETHER PER TO BEFORE SETTNNINGREFER O DET RMIN ENGINEERING ..1 ens C DI V L M DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less A& 30' to 60' Span A Spreader Bar 60 degrees or less 7,n n/ PProx. T R TO BCSI Tet this way if crone used. T, your truss may rutmatchInt., sets truss this w.y. a�-APProx 2/3 to _� �Linge 1/2 of Span REFER TO BCSI ,es must be set this way if crane used. This is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. A E'aj HE E TRUSSIIGNED FOR AIR HAUIRE ENTND ERS S NOTED ELSEWHERE IN THE ROOF ORFORDING CODE AND AIC DESA/C REQUIREMENTS. I GN REQUREMENTCONFSCTH BUILDING DEPARTMENT AND At CONTRACTOR. V REPRESENTS A HANGER _ Oarrying Girder For Truss to Truss Connections see Na,ls must be as hanger/connector shown. Guide tabs o schedule in eng ineering Dome angle nails. package. Carved TruSS SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR M 12 4.00 F__ upset=114" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 r 8_ 2.00 12 upset--1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers 71 GARAGE LEFT , FABRICATION AGREEMENT' R098E8 CANNDT 6E STARTED UNTIL THIS ppREEMENT L4 SIGNED & RETURNED ire twat description of the propedywhare the trussea will be Installed Is: . Iwaes will to made In stdd accordance with this hose placement diagram layout, a the sole authod y for deternkdng successful fabdtmtion of the cusses. I dimenslons In this layout have been verified by the undersigned. dells written notice le provided by scented map to Chambers Truss within ten (10) f delivery ths undersigned agrees that no baokdtaryss.wlll be allowed. In the event Man notice b fumished Chambere Trues Shen have three ll bansjgores days a event n repsh required or to substitute other trusses, at Chambers opildh. e undersigned admoweedge. receipt of "aC311-09• summery sheet by TPI 8 WPG4. reveryb W Job alto. a b the truyer'i rospons@Illty to make the Job site all for r. Chambers Truss has the Sole authority ro determine the Sunablllty of the Job site of a of theJob sne for dsihrory. Chambers Trues win be responsible for dump delhrery onty. e Job arse isnalbil for not prepared iw al delivery expenses if Chambers Trues has to redeliver Nary w buyer Is not prepared for delNary of triunes. r responsible to Chambers Truss for towing Coale due t0 she condlteono. ce as sham in paragraph 7 below is subject to change n arry ch nges are, made In iuL A tI50 per hour fee for revisions maybe charged'by Chambers Teas. • its Is a PURCHASE ORDER to Chembem Tnras of the sum agreed to, w If nn. ant a reasonable price. Invoice wig be made on delivery and paid wltidn lama of ndt rery. Invoice may be made at scheduled date bf de]Nery H buyer cannot ecapt 'of fabricated tosses. The undersigned agrees to pay Ch Sm.Tluss reasonable rs fee for oollectlbns In event of payment not timely made. 1.12 % per month selvlcs will be added for all sums not paid within terms. mature or Initeals anywhere on this sheet constitutes agreement to an termslremin. consideration of Chambers Truss extending credit for this material the undersigned gonally guarantees payment when due of any and all Indebtedness oared to re Truss by any enreeelWrg mated', and the undersigned agrees to pay such loess Includitity ng aflomays fees, If default in payment for material be made by the L 1. the event of arry Illigedon conoeming thls agreement, the hems famished hereunder Onto refaced to heraln, ft parties agree that the sole venue for any such action will Lade County, Florida. imign responsibilities are per'Natlons, Standard And Recommended ouldelhes On dbilges For Construction Using Mehl Plate Connected Wood Trusses 7IINTCA 4-2DD2- ' hlliiltiple ply trusses must be fastened together per engineering je#ore they are sell failure to do so can result.ln roof collapse.' fgpiporary and permanent bracing are required and can save life -.and property and Is the responsibility of the truss erector. .1 Ady .. _ rthe contents of the Information packet Included on delivery before setting trusses. ;';;r'T"ses mustbesetand braced p!�dosign io piworttWfay& dafmage. Trusses must be set plumb and square .Do riot bet bunks or stack of plywood, roofing material or any .Vfher colrcentrated loads on trusses, this can cause collapse. .:' Dq�.0 NOT SET TRUSSES USING THIS LAYOUT '-'USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES l CHAMBERS TRUSS • INC :Zri I 3105 Oleander Avenue i,•,! :,. Fort Plerce; Florlda 34982-6423 t 800-551-5932 - I Pd}tPietee 772465-2012 Fax 772-465-8711 @io Beach 772-569-2012 Stuart - T72.286-3302 i Z. Wah Site! CHAMBERSTRUSS.COM The Architect's or Architect's representative's aggroyal ISM OT a "double cheek" 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 p dive loco to IS. Approved B Date: 1raden & Braden A.I.A. P.A. 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake 0 — S Loading in PSF Roof R.D.L. Top Chord Live 20 y oj Top Chord Dead 7 4.2 Io Bottom Chord Live 10 Non -Concurrent c Bottom Chord Dead 10 3 cl TOTAL Load 37 7.2 c Duration Factor 1.25 of ` Wind Speed 165mph w Top Chord C.B. Sheeting by builder. H fe :E Bottom Chord C.B. Sheeting by builder. ~ Highest Mean Height 14'-0" No Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 LL W fn a GARAGE RIGHT 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Xx 4171,f-- Date:04/24/12 Revised:10/07/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE _7 !D tg M 11323 / g 0/ 4M,�d AAJ