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HomeMy WebLinkAboutBUILDING SITE PLANSFILE COPY 2" Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #IIL51.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 wood screws with self sealing washer at 12" o.c. max spacing over (type 2) 30 Ib Pelt underlagmsnt metalled with min. 4 side laps i laps fastened with corrosion resistant tin caps end with I. ° ring spaced L o.c. at all tape end two staggered rows 12° o.e. Pie deck to trusses using attachment detail on this sheet E 5/8" thick light textured itucco on typical concrete oz 12 block construction I SLOPE 4 5/8" thick x 8"w cut coral finished stucco bands RIGHT ELEVATION SCALE: 1/4' . 1'-0' Gulf Coast Supplg and MFG 5v Crimp Metal rooting FL #II1.51.12 24ga. 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 aide 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 held. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPE u = Finished Floor 5/8" thick light textured stucco on typical concrete block construction LEFT ELEVATION COVERED PORCH Finish Columns with / 5/8" thick cut coral finished stucco bands Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL ttIIL51.12 26 ga. 5v erimp metal roofing attached to plywood seek using #9 x I.S. wood screws with self sealing was fier at 12' o.c, max spacing over ASTM D (tgpe 2) 30 lb felt underlagmsnt installed with min. 4 ads lops end V 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 2" .H.'. ' OL 0'-0" Finished Floor COVERED PORCH 5/8" thick light textured stucco on typrcal concrete block construction REAR ELEVATION ALL MANUrAOrUmeq LAsupa SHOWING / t1,, — 03e UFACTORS AND SHOCCOMPLIANCE ST. LUCIE COUNTY BUILDING DIVI QN WITHFSCENEfl©YCODEMUST REVIEWED FOR COMPLI -- REMAIN ON ALL DOORS AND WINDOWS REVIEWED DATE-----�.- UNTIL INSPECTIONS ARE APPROVED PLANS AND PERMIT. isT BE KEPT ON JGB SITE OR NO INSPECTION(S) WILL BE MADE COAg� �F�q�/�ryF�SQ THESE PLANS AND ALL PR COryl?�y`IS"�rySig;� �qIACOPSED y�jF ARE SUBJECT TO ANY CORRECT 0 SORK 12 BY FIELD `74ot ,9E(,�"Cpry� ryrMAY BIE RED NECESSARY INSORDER TOTHAT '�.,,,, SLOPE 4 AO COMPLY WITH ALL APPLICABLE CODES. 101, �r 5/8' thick x 8"w cut coral finished stucco bands SCALE: 1/4" - 1'-0' Gulf Coast Supplg 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 Pelt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin ceps and with 1.25" ring shank nails ?aced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach ?aced to trusses using attachment detail on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at V o.c. in field and edges with 10d ring shank galvanized nails into truss webbing. 5/8" thick x 8% cut' coral finished stucco bands FRONT ELEVATION SCALE: 1/4' - 1'-0' 2" x 4" top plate I 1/2' drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at IL" o.c. base —board 11 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with Pibermesh OR L"xL" #10/10 WWPt on L mil Visqueen over clean compacted termite treated Pill nterlor Non-Bearinq Partition Braden t Braden AIAe PA Archftecta — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-828S E—marl: bradenaiamcomcast.not Wunne Building Corp. THE WINDSC 5 anish Lakes S . Lucie County Florida 8'—I" BEARING i ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE Florida Swiding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Bmldina Design is: Enclosed Risk Category.-11 Wind Velocity: IL5 mph ultimate Mean Roat Heght: IIII'-OO' Roof Pitch: 4:12 Internal Preaui'e ant: tO_18_ Sub ?actability to damage from: Weathering: Negligible Termites: Vera Heavu Width of Roof End Zone: 3'-4■ Wind Speed: IL5 mph ultimate Wind Exposure Classification: C 1.21 x O.L O.'12L Adjustment factor or Exposure Height: ASD demon Load Combination: ASCE '1-10 Section 2.4 DL+LL; DL+O.LWL O.LDL+O.LW Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.L/-32.L pat Roof Zone: 2. +2pp.L/-51.0 pat Rod Zone: 3. +20.L/-84.0 pit Components t Cladding Wall End Zone Width: +36 Components t Cladding Wind Pressure (NET) well Z : 5.+35;8/-38.e pat Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3pst Shear Wall* Considered for Structure? Yes Continuous Load Path Provided? Yea Are Components an Cladding De a Provided? Yes ROOF LIVE LOAD: 11_ pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: 4.5 pat FLOOR DEAD LOAD:—_Q__ pat JOB ADDRESS: Model: REAR PORCH RIGHT )ate Drawn Revisions 3-28-18 5-23-18 Garage floor slope and Drawn bg: smoke detector revision C.C.U. SCANNED Checked by: BY D.R.B. St. Lucie County Rod Zone I Walls Zone 4 ® Rod Zone 2 Wall* Zone 5 END ZONE Corner Zones Rod Zone 3 Sheet Comm tc I. 115-169B Impact 0F 5 FLOOR PLAN TYPICAL NOTES: SCALE 1/41 1 = 1'-C I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 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. 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 FB 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.G. R314 - see permit info box of code edition 18. Gyy sum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C` O C1002, C1041,0111, C1118, C1218 C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5)l ?4i'Mrll I hieknew Location Orientation Framing Max spacing ►asteners Nail wring options for Spacing of installation oP dr wall into yiI Mawmum Nails Screws wood knesmembsrs min.frathickness 2" x min. thickness Ceiling Perpendicular 24" Is I2• 13ga 1 3/8" long with 19/0" head 0.098" diameter x 1 114" long y2 annular -ringed or 5d coder nail OR 0.080' dia. xx 1 5/8" Ion with g Welt Direction IL 8 IL • 15/64' head OR Gµp um board nail 0.086" die. x 1 5/8' with 9/32• head. Calling Perpendicular 24" 7 12• 13ga 1 5/8' long with 19/44' head 0.098' diameter x 1 3/8" Ion annular -ringed or Ld coder nail O 0.092" dia. x 1 1/8' long with Walls Either 11.2 8• IL' Direction 1/4 head OR G pwm board nail 0.09158 dia. x 1/8' with 19/L4" head, 9. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR 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 accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 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 wpith min. 4 side laps and L" end laps o fastened. at all claps end two staggered8rows 12' with �. iring lda. Attach ?aced to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal hurricane one et each truss 12 with (10) IOd x I rti nails ( 24" o.c.) wppacting Max .j Ie101bs. upld't 1 „_ Aluminum Drip ---^"- Edge ! Fascia ��7 2" x L" Sub-Faacia Kagcan full o vent vingl soffit installe< using1/8' do shank x TV long gale. roiling male with 3/0" dim. head per product approval -sae chart wheat #1 5/8" thick light textured stucco on typical concrete \ block construction #5 bar vert. w/ 30' overlap at each Pilled Coll Grade Wood Base Racem top plate L"w x 3/6"d Counter top - venPy type 4" for steel support angle with contractor A S H POST DETAIL ` detail on this sheet N.T.S. 3C high by 4" diameter steel crash post. Floor Steel countertop support angle Flange with 4 - 3/8" Install L' from each end end Baca cabinet expansion bolts into one in center of counter. slab (3/8"t 50 ksi steel plate) see angle detail z' x 8' wood .tads 31 6° 1/2' drywall at IL" o.c. 2` x 8' PT wood plate 0 o KITCHEN ISLAND FRAMING DETAIL 4" i I2 12' �%. MASTER ATH R I LAV-, I . ,�,-a I t.v i I Yam. 1 I '}•ni KITCHEN I '13y I 2y LAUNDRY o �" y," • I 1 2'1 �2 n vi 2" y z' v i 3" aHraa 2y 2" 2- I 3 ra4 f FBC R302.9.2 2''m 3" BATH #2 SANITARY RISER "to Window Schedule Mark Size ROU h O en. Window Description PRESSURE ZONE I. 4'-6Ye°x 4'-L %*" 54%"x 64Ye" Single Hung ZONE 4 2. L'-2 Ye"x 5'-3 %" 15' x 43 %' 4 Single Hung ZONE 4 2'-2' x 3'-2%" 21i2"x 38%" Single Hung ZONE 4 4. 3`4' x 6'-3%" 38' x 63'/," 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 manufacturer a specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 4'-0' X 1'-O' 108' x 84' Overhead Garage Door ZONE 4 B V-O" X L'-8' 41''/4" x 81 Fiber Panel - Inca ZONE 4 C 41-09 X 6'-8' 14' x 81 '/," s"' 61 _ Sliding Glass boar ZONE 4 D 2'-O' X 4'-89 Solid Care - Wood - L-Panel -Bi-Pold lain di id 24" x E X-L' X V-8' Solid Care - Wood - L-Panel F 5'-O' X L'-8' Solid Core - Wood - L-Panel - BrFold G '-8' x V-8" x 1 �," Solid Core Wood, Stool, or Masorete Door H T-8' X V-8' Solid Core - Wood - L-Panel J 2'-6' X L'-8' Solid Core - Woad - L-Panel - BrPald ALL Exterior doors to withstand pressures stated box on sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction in permit info AND SHALL ON SHEET #1 PRE-ENGINEERED TRUSSES I" x L' P.T. Buck nailed to Masonry Beam at 24"o.c. TYPICAL block with case hardened nails / (shop drawing- by manufacturer) prior to door' attachment \R-30 blown fiberglass in bottom chord of trusses - -1/2" drywall with smooth finish Two rows of bean block filled with concrete _and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (l) #5 or cunt. for bottom row over openings 1/2' drywall over I" x furring stnpa at IL" o,c. with R4.1 ri-foil _ -insulation on typical 8" Block walla All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only paroportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...) Fill cell with concrete and (1) #5 bar vert. (typical). 'Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR VxV #10/10 WWM on L mil Visqueen over clean compacted termite treated Pill M III - 14" x 14" Concrete footing with (2) #5 bars cunt. and #5 t b at 48" c TYPICAL SECTION ranavarae arw o.. Scale : 1/2" = 1'-0" Attach buck to block mall with 1/4' dia. Eleo cone serewe with on. 1 1/4' penetration at 12' o c. max and 4' max from each corner thru Exterior face 2' x L" PT Buck an grim as Wood *craws thv ,Iamb into buck it each hinge and 161 we. max and Detad at Door ova to dam' attachment NTS INSTALL VULKEM BLOCK SEALANT �i ON ALL JAMB. HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Instal windows thru buck into block with 3/I4' tap -eon with 1 1/2' penetration at 6' o.c. maxi free a comer and 20.' &a. max thera ter at b. and 20' o.c. max Exterior face at hwad end ell per product approval of wall -- / \ Bwok to be r x 4' PT x4' P.T. Buck nailed to dock with case hardened nails Detail at Windows prior to window attachment NTS IT Verlfg attachment hole location with GC Install SGD thru buck into prior to rabricatlon / block with 3/I1." tap -con with 3/8' thick V 1 1/2" penetration at L" o.c. max, steel bracket ,,--'from each corner and 20." o.c. max thereafter at head per product approval 3, Use 3/I4" tapconwith COUNTER TOP BRACKET DETAIL 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x L' P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door p35'-O" Y,,, T-_1Y,,, 2 kbiock EGRESS 12" x 12" Concrete column Pilled with concrete and 13'-II (2) #1 bars vert. tied into 30 O lintels above ° r Filled cell under girder above PORCH ° WIRE LATH t STUCCO p CEILING 19'-9" a ° 31 91, I4'-01, MASTER BEDROOM 0 uUc ° 11 m � A.F.F. ° `r its � Flat Ceiling �` ° I ° cc ° Vanity to be O I O 4 Y,„high ° 8' Rod Shelf -O" tol9'-8" A.F.F. - T Vaulted Ceiling 4,. 1 in 7'-a" 1 ° °ccI r � r GREAT' ROOM ° �LOS T I' ac ° H.B. H - _l I' -I" i -°� 0 ° Rod t Shelf cry in ],7�: ° c I - 32" ORYER ASHER D ° Q y L lu EL 9' S" LAUNDRY O `n loll + V dIliik8'-Q"to T-8" A_F_F. f��D Vaulted Ceiling DINiNC itJ��3'4-72gto be Yhigh I ROOM n i I counter tope to 3/8' thick steel overhang wall 1.5" O counter ounter top supports C eq eq- eoun er tops to ° overhang wall 1.5' �r SECOND BEDROOM 8'-O" A.F.F. - Flat Ceding r F r 12'-8" O THIRD BEDROOM 8'-0" A.F.F. in Flat Ceding O I cil in ° R-II Bete liiaiwiwn Provide auto 150 Amp closer Panel e r-----------------� � I I GOLF CART' S� Cr GARAGE A. +41" high wall i DW a o I I I KIT0HEN m to 9'-s" A.F.F., I Vault d Ceiling M O Upper cabinet& to - extend over Ref. I I}" M Rare NOm -V NT 39' CLEAR I I o PEOQ NING J --- FL- Ii -- R-n Beta Indsemn Provide auto G o W.H. closer 4"* Steel Ballard ® Sae detail on this sheet \# tU - -4-, OJ G r x I I� nitre Aa .. 1 l Q � tub fight # 8'-0" F.F IRV Flat Ceiling C�,4 RAGE 4 0 of Block wall in O "il 1-1 MT ° -garage tobe 2'-8" ° struck block r+ �'"/ 13'-0" " EMERGENCY EGRESS r------------- I ---� I I I I I I io I I I I 00000, 010[a1C191ff ■`.ol - - 101■�10 Ee1, 7-8" //��- 91-01, r, Masonry Wall LANot 70 n5F Bottom Tram , Typical Flooring Bill Install SGD thru buck into S I I d 1 n g Door block with 3/IL" tap -con with D e t a i l 1 1/2" penetration at L" o.c. max from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Braden t Braden AIIA, PA Wunne Building Corp. Architects - Planners B 411 S.E. Coconut Avenue H 1 I I j �I j 1 `(, SIC Tel : (112) 281-8258 I I w I I (.-/ Fax : (112) 2 ®1-8283 S anish Lakes E-mail:FO bradenaia comcast. net g Lucie Count Florida Stuart_ 1I %499L SdOCi040t10%2 0 I u Square Footage Breakdown Total A/C Space = I,"153 = sq. ft. Covered Porch Total 212 sq. ft. Garage = 459 sq. ft. Total Cubic Ft = 14,024 Under Roof Total = 2,484 sq. ft. Date Drawn : Revisions : Sheet REAR 3-28-18 5-23-I8 Garage floor slope and smoke detector revision PORCH Drawn bg: RIGHT C.C.U. , Checked by: 0.iR.B. OF 5 Comm # 15-159B impact I. ALL FOOTING ARE DESIGNED FOR A MiNIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,600 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 4 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MiX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 4- GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 1- GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. 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 1400 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. Ang 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 ang other conditions be encountered, the architect shall be notified in writing for revision 'I. Verifg all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 # 6 bar Vert. at 48" O.C. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'—II" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for ang other condition used. Foundation walls shall have filled cells at 2-f" 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 copg of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. SCALE: 114" = 1'-0" FOOTING SCHEDULE Mark soar Dn" uon I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12% X 14"0 MONOLITHIC FOOTING - 6" STEP DETAIL ON THIS SHEET 30" x 30" x IL"D COLUMN FOOTING WITH (4) 95 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®14"111 With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB * 0'-0" L 12"W X 18"D MONOLITHIC FOOTING - L" STEP DETAIL ON THIS SHEET #5 bar Vert. w/ Thicken edge to 8"x8" 30" overlap SEC IONS AL with concrete and 4" concrete slab with fibermesh OR at each filled cell one #5 bar continuous L"xL" #10/10 WWM on 10 mil Visqueen over \ clean compacted termite treated fill 4" concrete slab with fibermesh OR uicr,�c L"xL" #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill m - Grade —III 1.. IIII 11 v s —T77 —_ - ao E —1T all 14"w x 14"d concrete monolithic ={ PORCH SLAB EDGE DETAIL footing with (2) #5 bars Cont. SCALE 1/2" = 1'-0" 14" #5 bar Vert. w/ F 1 TYPICAL FOOTING DETAIL 30" overlap SCALE 1/2" = i'-O" at each filled cell SEE TYPICAL ECTIONS 4" concrete slab with fibermesh OR Adjust curb height 61fx6" #10/10 WWM on 10 mil Vrsqueen over based on gar, floor 4" concrete slab with fibermesh OR clean compacted termite treated fill slope. OxC #10/10 WWM on 10 mil Visqueen over #5 bar cons. #5 bar in curb\X 0, - 0 5 F. F. OL clean compacted termite treated fill Gra de de if ,. —I I I�l- fi 10" (2) #5 bars cant. bottom steel 14"w x 14"d concrete monolithic ' � I I i i i—i i i fooling with (2) #5 bars cunt. A 11 A T . it I A n A/ SCALE 1/211 = 1'-0 " 12" x 12" concrete column block filled with concrete and (2) #1 bars Vert. tied into lintels above Verifg house slab height in field Top of footer IL" below finished floor :)OTING DETAIL DETAIL 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cant. 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 V anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTcJ IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 P51 See Floor Plan For Location #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location 0 I r Lr i 15'-3" ----7E*s----- i I �J FI I 24" ° r I ` Thicken footing to ° 24"w x 14"d x 24"L I under filled cell ° u V crn I under girder bearing. I ° vF a L— wI ° I I °I 0 I b- H.B. A/C / L. r- /A 1 12" x 12" concrete column block filled 35, O„ I with Into concrete and lintels above (2) #i bars Vert. tied 10'-Ole N — — 00 ® © o I i Filled cell under r- girder above Rear Porch Slab to O be poured separatelg I Ju -I I from House Slab. O O f � I / k I — r- — — '� Rear Patio/Slab to FI be flush with bottom of sliding door recess. Slope I" I ° I i- a `- I ' li i- I F- i ° I I 4" concrete slab with fibermesh OR ° 6"x6" 910/10 WWM on 6 and Visqueen over clean compacted termite treated fill I o I° DRYER ASHER I IC i I` i r- ° It- i I` I r- FI I ° I I I° �- I L17TEW � D� I ° FI 4" concrete slab with fibermesh OR I L"xL" #10/10 WWM on L mil Visqueen over I I clean compacted termite treated fill MICROWAVW I NON-VPNT I as" c�esAR ° I Ol•aNING n � O ` I I I 4"40 Steel Ballard ° See detail on this sheet I II I I F\a I I I I I I I IF w I 0- 0 I Q I I FS L— $ F6------�---- a °° ° ay "40 i I _ I °I I strip IL I I L ° L-------- —J ° i ---- — --J 0 °° ° I.5" Recess for ° ° ° — — a 1.5" Recess for ° ° ° Garage Door ;,, arage Door T-8" I 9'-O" 2'-8" 6'-4" 2'-8" 9'-O" Double Filled Cell Column Single Filled Cell Column NTS NTS Braden t Braden AIA, PA Wgnne Building Corp. Arcintects — Planners 411 S.E. Coconut Avenue THE j NID CC Tel ('112) 281-8258 w Fax : E-mail: (112) 281-8283 bradenaiaecomcast.net 5 anish Lakes St. Lucie Count Florida nimpt 1=1 A�IAa1L tta Ae-nnnnA7 0 Date Drawn Revisions : REAR 3-28-18 5-23-18 Garage floor slope and Drawn bg: smoke detector revision PORCH C.C.U. RIGHT Checked bg: D.R.B. H.B. 9 O I o- 0 i -Sheet 3. Comm # 15-159B impact ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws bas d on ress re for roof stated in permit info box on these plans for zone 3 Ke Area Ede Field Fastener Max. e I V of 8d ring shank 45ssur sf Zone 2 4 01 V8d ring shank 16 pof 777 Zone 3 4 11 4 of8d ring shank 84 psi ** Zone 3a L" L" #8 wood screw 112.5 psP ** Use nails or s4rews based on pres�ure for r f stated in permit info box on these plans for zone Concrete / Lintel Rebar Verify with Plan Column to Lintel Provide #5 bars with an. 48 bar diameters overlap into beam. Tie idled cell steel into continuous beam block steel V�,_ Provide Cast -Crate 8U8-OB/OT precast '- -- -- Minal set mortar rt,- Min. e' Searing - - 12"x 12" Column Block Rebar 48 Bar Dia. 'fin. Overlap Attachment BEAM SCHEDULE Mark Size and Description Two rows of beam block }ti�lled with concrete and 1 #5 bar BI continuous in each raw. I vert. bar over top bar with icy 90a bend bar with a O' min. lap at top bar. Provide #5 bar set in pre -east R O O F h L- A N Scale : 1/2" = Ir-O" hntel into beam where length of the opening calls for it. r rm - — Overhan s at 1 —O unless otherwise noted on this sheet 't Provide PT Buck ('- I attached per jamb tads into filled cal I• I 4" Pre -cast Sill I' �l — Roof pitch at 4:12 unless otherwise noted on this sheet — Truss shop drawings to be provided by manufacturer — Ang 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 Filed Cell — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction Provide #5 bars with min. 48 bar iamatars overlap in filled cell. Tie died cell steel into continuous rooter steel. Concrete Footing (we tooter schedide «r.. rt:. `^ +.�+i' ' •./r::;.+;�s.>— .r for exact smai DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nd 2' x 45 blacking to vert leg of tress with 10d x IV rode at 4' a.& "cv Instd pie, MOST Into�isell swop. 12 \ into wet beaus aid r12) IOtd 2ft Into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS ' 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using Sd made. Substrate to be 19/32' CDX Plywood nailed at L" c.c. in held and edges with IOd ring shank male into studs. Gulr Coast Supply and MPG 5v Crimp Metal roofing FL #11151.12 26 ga. 5v crimp metal roofing attached to plywood lack using #9 x 1.5' wood screws set h 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 V 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 c.c. in field. Attach deck to trusses wing attachment detal on this sheet baarex& Addrecast Lintel Lintel Bar Clear "A" rrB" #5 •' LAt Length Length Span Bars Bars 2'-10" 2'-8" I'-L" 2,#3 none 3'-4" 3'-4" 2'-2" 2111:3 none Ors-0S/IT ePs-1111/1T 041-115/27 Additional 4'-O" 3'-10" 2'-8" 2,tt3 none -4#5 barsj 4'-4"3'-2" 2,tt3 none Row of 'H'k Above 5•-4' S'-2" 4'-O"2,#3 none 5'-10"5'-8"P "2#4 none ecast Lintel Addition L-L6'-4" " 2 #4 none 5 bars 7'-O" "2,tt5 none srlL-aS/R -0/2T4"1'-10"" 2,95 none NOTES: I. min. coverage of steei=l.5" 2. min. beanng required a on. end ALL reinforcing steel is glade LO. 3. standard for reinf. steel-ASTM ALIS TYPICAL LINTEL SECTION PRECAST CONCRETE ) LINTEL SCHEDULE Mark Wirdw U001' Unit width Iewitel slwwi Cost -Crete 8 ow oror Block " Above Settaw steel T& 5tae1 amWO Max (PLF) LMa�x LF fP I LML e tPLF ) L22 2'-2' s'-C N°O-OBAT I as sON 16L1 1024 Lsl 41-M aFs-09/1T — 1 si 2"1 iM 162 L46 4'-6' i'-10" sr•0-OBAT 1 85 NOS 101 ss1 L60 - i O - L L sFs-00/IT I s i 1230 s36 T21 LW V-r T-L' ope-OS/IT 1 si 1011 121 534 LBO 0'-0' 1'-C BP9-IB/2T I 85 2 86 152 MI 512 L410 sir-0' NY-0 Ots-0/2T 1 85 2 #6 443 no 401 1.1015 1'-O' 10'40 MIL-I5/2T ONE 1 85 2 si 1 353 ass 401 LI00 10'-0' a'-4' I M41-6/2T 1 (5 2 so I M 414 462 L1005 101-0' 11'-44 #PM-lai ONE 1 $5 2 $i 13LL 1028 452 U20 12'-0' tili OPs-1115/2T 1 sb 1 2 *5 411 428 324 L12015 12'-0- IV-4' si"IL-1S/2T ONE I 2tso 1016 110 324 U40 W-O' M'-4' OPA-Id/2T ONE 1 2 r150 "M 251LILO IL'-O• IT-4' Ors-IS/2T 1 !05 2 Soo M2 M4 LILOS IC-O• IT-4• sPK-MV2T ONE 1 2 150 ion M4 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIR- LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. J Simpson HETA 20 or equal ah hicAC foil x I ii/Taco ti as ( 24' sic.) suppporting Max. 18101ba. upldt Aluminum Drip Edge i Fascia 12" 2' x L" Sub-Pasci Kaycep fug o vent vmW soffit installed using 1,1V die shank x 5' long gaiv. redinp ode with 3/8' ia. head par approval -sea chart sheet $1 12' x 12' concrete cola block idled with concre and (2) 81 bars vort. WKa hntek above thicken edge to 8"x8' with concrete and one #5 bar continuous BEYOND Top of footer IL" below finished floor Aluminum Drip Edge ! Fascia Plash and Counter Nal ledger to gabla end trues with (2) IOd " ids at each web \ m a � r_ X wi r Oq m as F- a LU w1° oO H ram- W N V C,4 Brace Gable end with 2' x 4' SYP #2 Oft back nded to bottom of top chords using (2) IOi nails at each truss 12 I 4 PRE-ENGINEERED WOOD TRUSSES e 24'o.c. TYPICAL ( shop drawings bg manufacturer ) \R-30 blown fiberglass 1/2' thwi stuowo an 3/8' In—rdi lath in bottom chord of trusses attached to horizontal and vertical wood rrarip with mark a staples to Vnvids /2' drywall with smooth finish ro = then 1-914' pentraatlaninto horizontal wood framing aanndd 8 penetration Two rows of beam block filled with concrete into vertical send framing members and (1) #5 bar cunt. in each row. Substitute precast lintel filled with concrete and (U #5 bar cant. for bottom raw over openings 1/2" dr wall over I" x furrin 5/8" thick light textured strips at IL" o.c. with R4.1 ri-foil stucco on typical concrete insulation on typical 8" Block walls block construction All drywall to be installed per FBC R102.3.1 Varies - see plan A T and shall meet all pertaining ASTM codes. #5 bar vent, w/ m Mortar to be Type "M" onT proportioned --par FBC RLO 1.1 30" avails and Mortar joints shall comp it wif h FBC R401.2.1. P Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) at each filled cell Fill call with concrete and Rear Patio/Slab to (1) #5 bar vert. (typical). be Plush with bottom or axL sppacng shall not exceed sliding door race". Wood 48" unle" otherwise noted Base see foundation plan notes for spacing at openings Step per foundation plan 4' concrete slab with hbermesh OR s VA.' #10/10 WWM on L and Visqueen over Slope per foundation plan S clean compacted termite treated Pill I I I I� I I I—IIIIIIII=1 —_—II I IIII—III 1= IIII_ III 011111111111111,IIII �1111111 IIII 11111 111 ;III - Il��l III„ Tublcal Section at Front Porch Scale : 1/2' = 1'-0" Braden t Braden AIAe Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net N H W Simpson HETA 20 stray truss to wall wing 5nmpson MCaT Bath hurricane anchor at each truss 5/8 dia. Into beam threaded rod with min 12" embedment either wet set or in epoxy with ( 2'4" o.c.) suppporting 1810 lbs. uplift Max. ETA 2 (22) IOd truss leg marls Into per detail truss. Add blocking to on this sheet '►.�.11�11111 wwim oil .+rrrimnna�iwa�.RMIw.l 15A i I itL M-- WAM MIPA VAi ME AEAV 11AWAC11 00 NA MIR r VA W—Hum, d FAAWA MAN " OWMA AWE VAA Im �III d' I F - A q - 11.. to EA, SO, 01 I1 MOW ram 10 NERNINWIffinme�wsINNISM11 I ROM �' Q-IETA 20 Simpson HETA 20 Provide for gutter downspout dnepout hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift lr-. 20 l,U one Building Corp.ate g p Drawn : 3-28-18 Revisions : 5-23-18 Garage floslope and or T }� E UJ f N D S O R REAR PORCH Drawn by: smoke detector revision RIGHT c .c.u. Checked by: Spanish Lakes St. Lucie County Florida D.R.B. O i IUJ to � X o � o C N v 4J +J R DL , AM 2 go ti nq E_ C OD N u N IC*4 W PI•wlde Sheet Comm # 1�-15gB impact OP 5 Opt. PATIO/SLAB PANEL "All PdVs BR Load Wee Description circa circa Description Wee Loud SR Palo& 2 40 1.0 ka a8 A/C camp 1 2 AHU s10 3.5 Its 30 2 3 4 2 30 4.6 We a10 40 gat water HTR 5 L Range 86 IZ.O km 50 2 T a I 120 1 1.8 km 1 $12 Puwp 9 1 10 Dmer a10 5.0 ko 30 2 II 12 1 20 1.9 kw $12 13 14 Dishwasher 812 1.2 kw 20 1 1 20 1.5 ka s12 Microwave 15 IL Refrigerator 812 1.2 ka 20 1 1 20 ix km $12 Kitchen S.A.C. n I8 Recepto a12 - 20 1 1 20 1.5 km $12 Kitchen S.A.C. 19 20 Recepts a12 - 20 1 1 20 1 L2 kw 1 $12 Clothes Washer 21 1 22 1 Recepta 412 - 20 1 1 20 0.81 ke a12 Garage Dow Opener 23 24 Recepts 812 - 20 1 1 ZO 1.4 ku $12 25 2L Recepto s12 - 20 1 I ZO 1.92 ku a12 21 28 Recepts all - 20 1 1 15 - $14 General Lighting 29 30 Recepts a12 - 20 1 I IS - a14 General Lighting 31 32 Recepts a12 - 20 1 I 15 - 214 General Lighting 33 34 Exterior GPCI a12 - 20 1 I 15 a14 General Lighting 35 34 Bathroom GPI a12 20 1 1 20 a12 Smoke Detectors 3T 38 General Lighting a14 B 1 1 20 a12 Bathroom GFI 39 40 1 General Lighting a14 15 I 8 are 41 42 1 8 are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General l lghtln3 (3 watts ,sg: Pt.> Small, Appliance„Circult(s),,,,,,, ,,,,,,,,, ,,,,,,,,,,,,,,,,, I?9!+g@ ......... ............................................... Refrigerator ...................................... I.,...... ,Microwave... ..................... ............................ Dish ,Washe.r .................................................... Clothes,.Washer............................................... .Clothes. Pruer................................................ ,Water, Heater ..........._ _................................ .Water Pump ................................................... Garage,Door.Opener........................................ 1135 3 5.205 2 1,500 3.000 1 12,000 12-1-0-0-0 1 1.200 L,200 I 1500 11500 I 1,200 1,200 1 1200 1200 1 5.000 5,000 I 4 500 14.500 1 1800 1800 1 810 810 Total Watts 31,415 First 10000 Watts 9100% 1 10,000 10.000 Remainder 21,415 e40% 1 O 10,9114 Electric Heat or A/C 10,000 065% 1 110,000 10,000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend $ Saode Poe Switch ® Recessed Can Light Double Poe Botch reeball Raw"" Pe Push Button Botch .Cr Exhawt Pan Duplex Outlet ¢ Calling Mounted Light special Receptacle o- wan Meant" Light waterproof, ground fault interrupter Lr#K with Pull Chan (attic) Floor Duplex Outlet a Computer Connection Jack ® Cerbon Man000de Detector Flood Light Thermostat m Electrical Panel 0 Central Vac 8 Electrical Meter ® Smoke Detector Casov ran ® Tehmsm Jack = Telephone Jack . Di c A/C Dmeonnect I x 4 Florescent Light ® 2 x 4 Florescent Light ® ® Speaker Hawk -Up ❑= interim ®= JUNCTION BOX TO SUPPORT A PAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: 1. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GFI protected. L. ALL exterior outlets to be WP/GFI protected 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen. Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMI402 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed s stem shall be fully operative. 13. Contractor shall pay for all yfees, permits, testin , and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work, 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telechone comeanu. eed I %* Can Aluminum f 2'PVC I ISO ce PANEL dad. Vent thru swrrie -- Wir 2' rigid service PPL tgoii6auntain slob ELECTRICAL RISER 124 CFM IOx10xi MASTER' BEDROOM 124 CFM IO)dOxt R-1 I23d:Md S/A 8x4x4 50 CFM 8x4x4 9 CFM ::LOSET DRYER IIWASHE Ill CFM 123dx1 SECOND BEDROOM THIRD BEDROOM 100 CFM IOxbxi 150 Amp Panel GOLF CARTi GARAGE I I I I I I I 1 I I I 1 - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque loge I.A.W. manufacturers reeonnnendations which shall be verified prior to construction 19. The electrical system shall be completely and effectively grounded as required bg the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the ,lob conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23. All racewaga and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RMI502 NORY 12XMWO B/A 1`41 CFM IOAOx1 12' 20x2O PORCH 141 CFM IONIOx1 r-r I REATI ROOM I I I I I I 141 CFM IOxiOx1 I .141 DINING OM ^eat' I I OAO" KITCHEN MICROWAVE I 3 TON NON -VENT I SEE MANUAL as, CLeAR 'J' and Energy OPENING L - - - - J Calculation for unit [tiro W.H. 4'0 steel Ballard See detail on this sheet _ Install owlet 22' x 54' 1 under disc - Attie Aaas not shown for with kahtJ clarity L-___ - GARAGE r-----------------i 1 I 1 I I I 1 I 1 1 I I I I I I I I I I MECHANICAL LAYOUT O - THERMOSTAT LOCATION SCALE: 114 " = 1'-0 " Braden i Braden AiA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia®comcast.net MASTER BEDROOM f� r PORCHAM WP GFCI ` T S (1h ;0 C DRYER I JUASHFR I LAUNDRY IL hm SECOND BEDROOM/ / I 1 I THIRD BEDROOM-,-- i r I� Attic Ventina Calculations Total Attic Space = 2101 sq. ft. Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit Wynne Building Corp. THE WINDSOR S anish Lakes S . Lucie County Florida AiC -- I ®L'_1 I I � I I I I I I GREAT ROOM I ®I /I � I ! I ! I / DINING ROOM I � I �\ I ` FCI � I i GFC C.M. Detector I I I I lOnl par FBC Fc R314.3 tTG�jHE4 1 REF. as, R J - - GFCIAN GFCI /r.FCI '4 steel Ballard 1*detail on this sheet LU \ > 1 22' x 54" i C 1 S- r -Attic Adam 1I � L--- _ 7_ 1 \\ offl OPTIONAL PANEL -;� LOCATION Qir Mr /J =9 '\ GARAGE < FGI h / / � GFCIto \ 150 Amp ��/ Panel GFCl/ \ \GFCI r--------� �J/ r--------------i Garage / Garage Door I / I Door I Opener I a I Opener I GOLF CARTI I GARAGE I I GFCI I I GFCI gauge lights I 1 I 1 f I I I i 1� . \ ELECTRICAL FLAN Pat Light with O SCALE: 1/4" = 1'-011 Photo Cell Center Post Light between driveways s URllre For Front Post Light Date Drawn : Revisions : Sheet Comm REAR 3-28-18 5-23-I8 Garage floor slope and Drawn log: smoke detector revision PORCH C.C.U. 15-159B RIGHT Checked big: Impact D.R.B. OF 5 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention) by all persons installing trusses. I I ALL TrUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE ® IF MULTIPLE PLY. A A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or les'sii A 30' to 60' Span so pegrees Spreader Bar or eSS -- 1 /2 10 1 ag �.._ Approx 2/3 to m fag Line Span approx. Line 1/2 of Span REFER TO BCSI REFER TO BCSI Truss must be set this way if crane used. Truss must be set this woy if crane used. Truss i. an ..ample. your truss may not aticn. This is an example, truss may not match. isist crane operator sets truss this way. 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. UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNEDIIFOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDINGCODEAND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. Carrying Girder For Truss to Truss Connections see hanger/connectorTDome be as abs a schedule in engineeringe na. Guide ffs. package. Carried Truss SEAT PLATES BY CHAMBERS i i TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH j A I A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers 5'-3" 19' 9' 1 -9• 15'-3• I C L I I I I I I kRING )ES :R )OV li> GRA IMIMIMI®IMIMI®I®I i////i/IMMIN/Ii///li////,I' all V N 010 0 IAI INVERTED"km WEBS AT W/9' B.C. PANNELL. LOAD W/ CENTER2) 1�1 n 1\\"NS11M\\ 1%,MWEl\itwom1 "\\\�\NOW"i t1``�-00 e �I NIL V `:' INVERTED 'V" WEBS AT CENTER W/9' B.C. PANNEL. LOAD W/ (2) 1 1 1 1 GRA BHA The Architect's or Architect's representative's shop drawing approval is NOT a "double check" of the contractor, The contractor shall remain responsible for checking filial measurements and other construction critoi•ia. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from a ity and uplift loads and that, r s e tiv at' •.,ARp oved By; j 6 bu _ FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AoRdEueWr is sioNED b RETURNED The lapel desciptlon Of" propedyvfisn the inerses we be Iata[W b: .The undersigned admowbdpea and agrees: — wht:.Trgsses we be inside In ebkt accordance with Wa buss placement dlapeem layout, in Ibe sob authody for deOxminlg.successtW fabdoe ter of the busses. the .A Nailaw wrmem rapoe provided by ceAbied' meal to Cherub In Truss vMMtir ten (ft dayi of deputy Me orMerslpnsd apssa Met ro tacccAaryes wgl be epowsd such wtiben notice Is fumbbed Chambers Tueu 1I hew three Whew �In to ward .. to begin mpabs required. or b srrbetllrJe otlneetrusdw, 4e Chamber op"tlSn.' olls In which 4. Tee ralderslgnad adanowAodges ro�elpt or'HC511-0r'summary cheat by TPI d WrCA. -5. Delivery Ie to job alte. M b tbe buyefs'raeponslbety to make Me Job sks supabb for . delivery. Irbere Tug has the sob auwft to detamdne tits suhabWty Mute Job she & s pc'Urxn of the Job she far delivery. Chambers Truss will be responslbls for dump delivery only. . .bee hr job a�Ira e�for delivery buyer Is I( prepared ord has to tram. 1 dsafory or Iwryar is not prepared fur detivery of busses. Buyer le rosporwmle to Chambers 7nas for tavimy costs due to sine mndaons. & Pike N atawn Iq paragraph 7 below Is sullied to charge If congas aro.mmb h . Mls.leyeul. A SSD per hour fee for rovlebrrs may be diarged by Chambers Teas. ' . .7: 7Ns�Is a PURCHASE ORDER to Chambem. Teas of the sun agreed to, or M - apeeamem • reaeoriaWe price. Im ics wM be made on darvarY and pail Mft terms of - on delivery. Imrolee may, be made at adodWed data bC deputy M buyer cannot accept . deI of fabricated teases. The undersigned agrees to pay Chambers.Tluss reasonable adomeys fee forcopectbra h event of payment not timely made. 1-1r1 %. per month serdo o ' dheige we be added for as sums not paid wiltdn term.. . & SlpnaWro orldtlals 2mlwl»re on Mb sheet cmattMea agreement to all tame harsh 9, In ow1lik matkn Of Chambers Train extendling aedM for Us material the undersigned untotdlMonagY guarantees PsYmem when due of any and all Indebtedness owed to Chambers Tuns bY.omy envy r.celvirg material and the undersigned agrees to pay such . Indebtedness Including 30?f ys fees. M debit In payment for malerbl be made by the - IM In the event of arty Mgpellan concerning this agreement. the Rome Avidshed herounder or payments referred b hers h, the parties spree tiuri the opts venue ier arty such leaden wo be Saint )Artie Candy. Florida. 11. Design responsWitles ern per-Nallonal Summand And Ri tonvnended Guidelines On RaepaalWptles ForCautructlpn Using Metal Platte Connected WoodTfusses ANSVTPIWTCA 4 -200r' DATED __ $1014 _ FOR _TIME I r J L--­ %r —. .---/RI..Y./ N.rt __aLl _n �_ __ _ _ '• Muifiple ply trusses must be fastened together per engineering before they are set; failure to do so can resultln roof collapse. Temporary and permanent bracing are required and can save Ufa and property and Is the rdeponalbil ty of the truss erector. Study the contents of the Information packet Included on delivery before setting trusses. Tnmses mustbeastard braced perdlesiginmproliendaduryS dam. Trusses must be set plumb and square Do notbot bunks or stack of plywood, roofing materlal or any 'other coheentrated 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 3105 Oleander Avenue Fort Plerde; Florida 34982-6423 800-551-5932 Fort Pierce 772-485-2012 Fax 772.465-8711 Vero Beach - T72-569-2012 Stuart 772-286-=2 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY -- Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. w 0� I Top Chord Live 20 w ToChord Dead 7 4.2 H o Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 IS , _ TOTAL Load 37 7.2 H Duration Factor 1.25 Wind Speed 165mph ci Top Chord C.B. Sheeting by builder. T Bottom Chord C.B. Sheeting by builder. m s� Highest Mean Height 15'-0e v Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 K.u.I- =rtestraming Dead Load_C.B.=Confinuous Brad Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Buildina Desi ner and/or En ineer of Record. LL Chambers Truss Inc. Drawing Name: M11392 WScale: 1 /4 = 1' 82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date:10/07/15 Revised:03/21/18 I 14'-4• I 6'�• I 14'-4• I I 1 ; 1 %/ FOR �40 _aWYNNE BUILDING CORP. 17a i' CLOUZSED AREAS ARE OF �� DESCRIPTION: SPECIAL CONCERN & MUST BE PORCH RIGHT ; PORCH LEFT 71' CARLTON 3BED REAR PORCH CHECKED CAREFULLY &MAY INDICATE DEVIATION FROM PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE i � ;LANS.^ 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 %10=10l'/ 001 01®I® mimic M® I ®I®I