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Home My WebLink AboutBuilding PlansV. etude see wall jr sections nd for applicable widths and stud spacing : - - xisting .stud wall to remain 2"x 'blocking as req. by - - Florida Building Code Use tti0x 3" :wood screws _ Residential-/ at 12' O.C. vert. into existing etude - - - Bolts- - see wall sections. - - for size and spacings.' Strap PT bottom plate. to Dowel new footing steel each stud using Simpson 6" into existing and set m Epoxy SP straps. Adjust the. strap size to match stud width ROOF F L A N Frame WdlI Connection Detail Scale I'4 l e_Ou Scale: NTS , TYPICAL ROOF NOTES: - Overhangs shall be 2'-0" and assumed TO MATCH EXISTING - Roof pitch shall be G-12 and assumed TO MATCH. EXISTING - Truss shop drawings to be provided by manufacturer / — Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. E : ALL TRUSS TO TRUSS CONK BY 12 CO NNECTIONS TRUSS MANUFACTURER 6 sLOPE j — Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification — Contractor to provide for Form ,Board Survey and to provide Form Board Survey to Truss Company Iprior to truss construction off — Contractor to verify all Roof Fitches FiRIOR to truss order — Contractor to provide the Architect with truss shop drawings including ALL truss cut sheets showing ALL truss reactions prior to START ardi 'Plan � OF FOUNDATION WORK for strap and footing verification. p i PERM'TTING INFOR'MATION (FORM 100) Florida Budding Code f ,estdentiefi,` 2010 Edition and ASCE 1-10 for Wind` Loading Budding Design is: Enclosed Risk Category: II Wind Speeds 160 mph ultimate Mean' Roof Height: 15'-0" Roof Pitch: 6: 2 Internal Pressure Co-ili iclent: Cods Subjectabditg to damage from: Weathering: Negligible Termites:Verg Heavu Width of Roof End Zone: 5'-6" Wind Exposure Classification: C Adjustment factor for Exposure Height Using Allowable Stress Design and Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; 0.6DL+0.6WL Exp Height Adj Factor: 1.21 x Load Combo Factor 0.4 = 0.724 applied below Components t Cladding Wind Pressure '(NET) Roof Zone: 1. +20.0/-31.0 par Roof Zone: 2. +20.0/-54.0paf Roof Zone: 3. +20.0/-19.Opsf Components t Cladding Wall End Zone Width: 5'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +34.0/-31.0 psf Wall Zone: S. +34.0/-45.0 psf Components t Cladding Wind Pressure (NET) on Garage Door: N/A psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Deter Provided? Yes Minimum Soil Bearing Pressure: 2,500 psi, Presumptive: _ X Bg Test: _psi This Budding Shall Have the Following: APPROVED SHUTTERS:_ IMPACT GLASS:. X BOTH:— NEITHER:__ 12 6 SLOPE IF HIP ROOF 212 TO 4:12 PITCH GABLE ROOF LESS THAN 2:12 PITCH GABLE ROOF FROM 2:12 TO 12:12 PITCH O = Roof Zone I = Roof Zone 2 N = Corner Zones Walls Zone 4 walls Zone 5 Roof Zone 3 END ZONE i �"Hardi flank Sldmg face (led lank over[ app using �Yie follow) na11s:/ dla = 0.22" / dla 0.09" / en : 2'/2" log at 14" .c. i axlmum pr sure of - 4.3 psf tt 13192. over house wrap 151b felt/ 32" C plywood Walled to studs uslr�g ing shan nails a�, 6" O.c, a edges ap'd c. In field to suds at 1411 O.C. i F,4F?1ce_ Will UN UGIE COUN - BUILDING DIV ON / RE F O LI RE E BY 7E MUST BE KEPT ON JOB OR NO INSPECTION ILL BE MA r�L.N�,,:�'\,.�'~,✓-�L.,.iv�,✓v�.,.ivL,NL.,:ivL.i-vL s� X tto ye , M X^A L � a a Q o U � O v 4 v � � J 1.t._ (Y (tl Q �Oo F 0000 E S I 1 O Q �(L ZI-r �Q 00 00 ° tt „a 1 N N F0 FIL, .i :,� I I C . THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS RE®UIREC: PY FIELD INSPECTORS THAT MAY 6a' NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. THE nnnD C 1,0 „1 �X s•d � oL w (V (V 1J Lis .+ •rr W��`r �� v s*} U CQ � E U_ w 7 m Mr W Sheet 1. OF 3 Comm # 13-89, . ,i n Hardi plank window trim _ ' Hardi plank aiding r/ sea elevations we elevations for notes for notes anchor :w/. 1/2 AB each c rner to 4 conc slab hardi at sill material- -3 thru manufacturers holes o opening framing a product approval Huz- Gil {- - --- - 2"x 6" stud wall two studs under header two on outside Typical Window Jamb a Frame Wall ' O V � NTS Ie e -- - -� 1 -- 0 i l E I1 G R'A G E Hardi plank siding xe elevations i for notes r - - - - ,'�Cl i - - (3) 2" x 12" header tic with tight "s - - - 1 1 r-:--" i Hardi plank _ - . - - c0 - / I % window trim - _ - ' fu notes ee &IDona Attach window to opening framing - - 1 - per manufacturers product approval W H drywall return �� Window - verify rough g Hardi-Returnkrgwall opening size manufacturer % EX-iTIN � �N" // / 1 marble sill LAUNDRY Rxistlng panel �L- '= ---- / shower � I L Window Header and Sill detail a' Frame wall G�� i vtr Scale 1 1/2" 1'-0" we 2 lav 2" x 4" top plate 3 n 5/8" drywall ceiling on truss bottom cord endow unit tach window t or manufacturer Door Schedule — Mark Size Doc- Description A II'-O" x 8'-0" GLASS SLIDERS B 2'-8" x 6'-8" 2 PANEL SOLID CORE - WOOD pocket - ALL exterior doors including garace doors to withstand pressures stated in permit informs' ion box on these plans. - verify all masonry/rough opening sizes prior to ordering windows. - See product approval chart on these plans for exterior door manufacturer Information (including garage door) Provide one exit door (swing type) that Is 3'-0" wlde minimum and one emergency escape. door (not shuttered). If escape door has glazing then I-- must be impact resistant and shall NOT be thru garage. This may be the same door If it meets both criteria listed above. UjIndow Schedule Mark Size (wxl) Window Description o I. 3'-I" x 5'-3" SINGLE HUNG - EGRESS - ALL Windows to be white ESP aluminum windows with tint. Provide muntin's and structural mu'ilionser elevations. See product approval chart for window manufpacturer information. �� n - ALL windows to withstand Pressures stated in Permit TLQ Information Box on these plans. Q C4 - ALL windows in bathrooms to be tempered w 1 Z - ALL Windows within 18" of finished floor to be tempered I U 0 unless impact rated. 0 - verify all masonry/rough opening sizes prior to ordering windows. Southeastern Metals 24 ga 5v Crimp Metal Roofing installec FLOOR P Q X l S T I S �i S T M per product approval FLtt 11115.1 over Polyglass self adhered roofing underlayment over 19/32" CDX plywood attached TYPICAL NOTES: SCALE 1/4" = I'-0" to trusses per sheeting at diagram on roof plan I. Contractor to verify ALL notes and dimensions prior to I/2" drywall on Simpson HT s proceeding with work. O 2" x 4' studs at Ili" o.c. suppporting Max. 14 O lbs. uplift 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Finish to match existing 29) IOd x I/2" Wads 1n each strap 6 SLOPe� 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. Galt' -Alum Metal drip on 5. ALL Concrete used for slabs shall be 2500 PSI concrete, and '. 2" x 4° P.T. bottom plate 1" x 4' Fas on ALL Concrete used for vertical filled cells, continuous. tie beams. etc- to I° x a" Fascia on = 2" x 6" Sub -Fascia 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 4" concrete slab with fibermesh OR Typical baseboard 6"x6" 410/10 WWM on 6 mil Visqueen over f f th SereWs clean compacted termite treated fill o trusses wi 7. ALL wood in contact with concrete shall be pressure treated. hardlplank sOf f It 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. d. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Pan - _ Drain at water heater in accordance Install IY4"Nardi-Plank Siding face Waded With the Florida Plumbing Code current edition- Interior Non -Bearing Partition Heathrud plank overlap using the following Wads: Head G1a = 022" II. Contractor to Provide a 2'-8" wide door at one bathroom for Scale: 1/2" = 1'-0" shank did 0.09" = Nall Length: 2%" long at 16" handicap accessibility requirements. with a maximum pressure of -84.34.3 psf B IAn De Artment Per FLtt 13192.2 over house wrap or 151b felt PRE-ENGINEERED TRUSSES a 24"o.c. TYPICAL ( shop drawings by manufacturer ) ,C) i R-30 batts insulation 5/8" drywall Provide (2) 2" x 6" Top plate w/ Simpson SP6 or equal at each stud to Top Plate connection I/:" Drywall on 2" x 6" wood studs at 16" o.c. with R-Ia batts 2" x blocking per FCC req. o 6 U Q Py o 0 u t 12. Lowest finished S CONNECT floor TO to be set by- e EXISTINC.� Governing ui g p HOT LUATER HATER on 19/32 CDX plywood nailed to studs using IOd ring shank nails at 6 O.C. at edges and 12" o.c. in field to studs at Ili" o.c. base board J / Provide 2" x 6" PT Bottom plate w/ Simpson SP6 at each stud to Bottom Plate crnnection and 1/2" did. anchor bolts with min. �" embedment at 32' o.c. max w/ 2" washer at plate to concrete connection Use Simpson HD5B on each side of openings over 12" wide in§lead of anchor bolts typical flooring - verify exact (� 1 23'-10" Grad III type. style, color, etc.... with owner FOUNDATION FL,4N -- Provide u5 bar X 98" I at 24" o.c. over --_ _ _ -� —� - 4 concrete slab with fibermesh OR .edge of ewsting a - - - f __ _ " SCALE: 1 � O __ e I x6" - III-- - L" " ttl0/t0 WWM on 6 mil Visqueen over Q o i• Q slab to remain v FOUNDATION NOTES: - ��=-= �� _.--III ___ _ __ 1 --- clean compacted termite treated fill N pf O 2x6 wd partition / I. Any changes to plans must be submitted to the architect --� -- -_i � � �� Q >°pm LID 00 C��" for approval before proceeding with construction. 6"w x Ili"d concrete monolithic footin with !2) tt5 bars cont. °°°° E' Q 2: Contractor shall be responsible for verification of all p and tt transverse bars at 32" o.c. � � o r r OD�i c3 Q TYPicAL SECTION V a CY CY V SGD notation and dimensions before starting construction. _ nFy prior to oJrin slab p g Pour with new slab to level with C x C, U10/I0 wWM existing slab /,-' / 3. Soil conditions assumed to be 200 psf. Should any other conditions be Scale 1/2" = -O" .�Lj f m rr'�m i encountered, the architect shall be notified in writing for revisionr� je fr w 4. Verify all recess thickness at shower floors, all floor finishes as selected by owner,: door sills thresholds etc.... prior to placing any slabs. EXI G , ARAGE S. Contractor to provide for Form Board Survey - Form Board. Survey I "It o cuss ompany -pr or 16"w x 16"d concrete monolithic footin with (2) tf5 bars Cont. and tt5 transverse bars at 32" o.c. / r 7, ALL Reinforcing steel shall be grade GO, meeting ASTC1' A -Ili and -3S specifications. ALL Anchors to be A-307 steel. -oXG/ 8. Frovide a minimum of 3" concrete protection at footings and 1�-1/2" concrete protection at beams for ALL reinforcing bars. `�. Contractor to provide the Architect with truss shop drawings including ALL truss cut sheets showingg ALL truss reactions prior to START <" - OF FOUNDATION WORK for strap and footing size verification. Termite Protection for New Construction as per F.B.C. 181�.1 CONTRACTOR TO REFERENCE F.B.C. BUILDING 1816.1 FOR FURTHUR REQUIREMENTS Sod treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfdling 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 piping �>enetratng concrete slab on grade floors shall not be of cellulose- containing materials and shall have a min. wall thickness of 0.010" and shall be sealed within the slab using a noncorrosive clamping device to eliminate the annular space between pipe and sleeve. NO TERMICICES she[ be applied Inside the sleeve per FBC Plumb -in 30512 THESE F'+jTS (Xi PROPOSED C�waCiSkD WORK ARE SUUJEOT TO ANY CORRECTIONS REQCIRIZG DY FIELD INSPECTORS THAT MAY DE NECESSARY IN ORDER TO COMPLY WIT'6'E ALA APPUCAi3LE CODES. d fv (z .> iL �Q LL v Sheet 2 OF 3 Comm u 13-8�! I TY TOTAL A/C SPACE b39 sq ft. I I t H.B. ac minl I 11�' XiS71NC -AUNDRY ROOM ELECTRICAL PLAN EXISTING,/GARA6E I ' I ' I I H.B. ELECTRIC NOTES: SCALE:/4" = I'-O" I. 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. 5. Recessed cans to be Installed per NEPA requirements. -- �. ALL Branch Circuits that supply 125v single phase 15 amp or 20 amp outlets shall be protected by Combination -Type AFC1 Circuit Breakers. i. Tamper resistant AF-Cl receptacles to be Installed in ALL rooms Kitchen, Bathrooms, and Garage. 8. ALL bath and kitchen and garage receptacles to be GFCI protected. 9. ALL exterior outlets to be WP/C;FCI protected. 10. A/C Return Alf Balance Must comply w/ F.B.C. Mechanical 2010 ed., and current version of any supp.ements to the 2010 ed. I. A/C Refrigerant Imes that are run thru slabs must be sleeved in PVC 12. ALL A/C Equipment shall be 15 SEER 13, Provide Disconnects at ALL appliances (water heater, A/C units, and ALL other equipment as required by N.E.C.) 14, Smoke Alarms shall be installed in the following locations: a) In each sleeping room. b) Outside each separate sleeping area in the Immediate vicinity of the bedrooms. c) On each additional story of the dwelling ** ALL Smoke Alarms shall be interconnected and hardwired ** Poles BR i Load 11 Wire h 20 I 412 Ba 1 120 J- #12 I Ge li I Sp sp sp I i Eat Gen Description PANEL circ# circ# Descr ton P Wire Load BR Poles #t2 20 1 PANEL "A" LOAD CALCULATION SHEET Load Description - Qty Watts Total(Watts) General Lighting (3 watts sq ft.) 09 3 1,911 I I _ 1 Total Watts First 10000 Watts a1000/0 1 10,000� 1,911 Remainder O �400/ I O O Electric Heat or A/C 10,000 ab5% I 6,SOO 6'500 Calculated Load Watts 8,411 Voltage 240 Calculated Wattage Divlded by VOl-dge = Total Amps 35 Panel Size Required Amps �I�ctrlcal S mbol L�g�nd S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed Can Light Sp Dimmer Switch Exhaust Fan Pe Push Button Switch Ceding Mounted Light Duplex Outlet Wall Mounted Light Special Receptacle rc Light with Pull Chain (attic) w FI Waterproof, ground fault interrupter © Computer Connection Jack ® Floor Duplex Outlet Flood Light ® Junction Box ® Electrical Panel TO Thermostat ir[--� Electrical Meter cv Central Vac Ac A/C Disconnect 05 Smoke Detector Ceding Fan 0 Television Jack Ff Telephone Jack ® 2 x 4 Florescent Light ® I x 4 Florescent Light 0 Intercom sPKR Speaker Hook -Up Q ICeiling Mounted Light Dome Style" ♦ Pendant Light ® MoGon Detector ( closet light ) © Carbon Monoxide Detector Simpson SPA Top � Bottom- nf '-a 7tud ./ 1 Nadia �He<�der I top aides nimpson LSTA 2 - 6 Ty anchor bolts or s ><'cdheads a' G'nd of eacl; sill plate ;2 MaX, L=4�= 2 .� ii li olcu i ivv A/C c. A/C disc. s G I l I tXI5T1 NEW 50 AMP PA L PANEL l M E (3) 1*3 copper Feed l #> cu ground l 1 '/," Conduit i I 1 j l to PL ug serve e gro d to rebar in s 1 — — — — — — — —/ ------- E L E C T R ( C /4 L R11SER NTS Provide Simpson LSTA 18 flat strap at each stud Simpson SP strap at each stud Adjust size to match stud thickness see wall symbol legend and .wall sections Footing - see foundation— - plan for size and steel requirements .. Frame Elevation FR14 g Sch2dnl.: I ' I .C. along bottom both w,„d nails xc StU�� b O,C EM -FIR or better 1 �dry�uall on 2�`r studs picol E/terlor ��Idln 'dryl�a both e Wall secgtlon; 5) interior frame bearing We it plate x 1. 0J Section --UJ;4LL nt5 Simpson SF' strap at each stud Adjust size to match stud thickness see wall symbol legend and wall sections Provide Simpson LSTA 18 flat strap at each stud 1/2" dia. Anchor Bolts with min. 7 embedment at 32" o.c. typical and 2" dia., washers ' 'i Y, I..; } THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED DY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, N 0 trl tn °JcoO �QNN uO OJ Op E Moo � is i# (nU(VNQJ6- L6- 9J � V sr— x FoJ �It�� EU Q (ta -C7 � � till it Sheet E OF 3 Comm 13-8q - STRAFFING SCHEDULE HTS 20 Simpson HTS 20 hurricane anchor at each truss (24" o.c.) supporting Max. 1450 Iba. - - uplift w/ (20) IOd nails a a a NTS 20 a a Strap double top plate to - each -stud using Simpson - SP .straps. Adjust the strap. size to match stud width - 2'x studs - see `. wall sections for applicable widths Y, - _ and stud spacing - Existing stud wall to remain 2'xblocking as req. big FloridaBuildingCode - Use 410 x3" wood screws Residential. at 12' ox. vert. intoexistingstuds Bolts - Bee wall sections for size and spacings. Strop,PT bottom. plate to Dowel new footing steel each stud usingg Simpson 6' into. existing and set in Epoxy SP.. straps. Adjust .the - - : strap size to match the width - - O FL,4N Frame Wall Connection Detail Stale l��n — li On Scale: NTS TYPICAL ROOF NOTES: - Overhangs shall be 2'-0" and assumed TO NA CH EXISTING - Roof pitch shall be �.12 and assumed TO M,4TCH EXISTING - Truss shop drawings to be provided by mdnufacturer Any changes to this plan shall be submitted to the architect for approval In writln.g prior to starting construction. ALL TRUSS TO TRUSS CONNECTIONS BY 12 '' TRUSS MANUFACTURER 6 SLOPE - ,4rchltect to review Truss Shop Drawings Frlor to construction for layout and upllf t verification - Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction oN - Contractor to verify all Roof flitches FRIOR to truss order - Contractor to proviae the Architect with truss shop drawings including ALL truss cut sheets showing ALL truss reactions prior to START OF FOUNDATION WORK for strap and footing verification. / ,! i /FT1/4L_ F E /4F F,COF SHEETINC. /4TT,4CHMENT DE7/415/8 board I. Minimum Nall Size = Sd ring shank (min. 2 long) , 2. Minimum Screw Size = #8 x 2" Stucco Finish 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on pressure for roof stated Attach SGD Track to Jamb w/ _ O In permit info box on these plans for zone 3 1/4" x_1 1/2 tag screws centered at L" o.c. from jamb at 12" c.c. max in field Attach SGD Track to Header w/ �. 4 FT 1/4" x 1 1/2" lag screws_ centered at L" o.c. From jamb at 12" o.c. O �\nax in field . 2 0 0 O O \5/8' a 99P.- board 4 FT j T 4 FT 2 4 FT 4IL Jamb c� 7/8" thick light textured stucco .r on plastic lath over 2 la ers of 151b felt � � Head 2. P 9 _ I. - - DX I wood nailed L on:.ed e on 19/32" C � / ! and 12" in field IOd gale, nails g 4 FT " /T' 2. 4 FT 1/4" tap -con with Max, 1 1/2" penetration at 12" o.c. ry Ke Area Edge Field Fastener Pressure max. Zone I 6 6' 8d ring shank 45 psf 2 Zone 2 411 %" 8d ring shank %, :pSf Bottom Track Typical Flooring Sill '' Zone 3 4" 4" 8d ring shank 84, psf /** Zone 3a Z 1 148 wood screw 112.5'psf Sliding DOOI" Detail ** Use nalls or screws based on pressure for roof Stated At Wood Stud wall NTS 1n permit Info box on these plans for zone 3 PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 2010 Edition and ASCE 1-10 for Wind Loading Budding Design is: Enclosed Risk Category: II Wind Speed: I�mph ultimate Mean Roof Height: IS'-O" Roof Pitch: L: 2 Internal Pressure Coefficient: t o-18 Subjactabihty to damage from: Weathering: Negligible Termites:Veru Heavu t 11 Width of Roof End Zone: 5'-4" Wind Exposure Classification: C k Adjustment factor for Exposure Height Using Allowable Stress Design and E FLAT ROOF Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; 0.10L+0AWL HIP ROOF 2:12 TO 6:12 PITCH Exp Height Adj Factor: 1.21 x Load Combo Factor 0.4 = 0.124 applied below Components t Cladding Wind Pressure (NET) Roof Zone: 1. +20.0/-31.0 par Roof Zone: 2. +20.0/-54.0psF Roof Zone: 3. +20.0/-19.Opsf Components t Cladding Wall End Zone Width: 5'-6" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+34.0/-31.0 psr Wall Zone: S. +34.0/-45.0 par Components t Cladding Wind Pressure (NET) on Garage Door: N/A psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes GABLE ROOF' LESS GABLE ROOF PROM THAN 1:12 PITCH 2,12 TO 12:2 PITCH Are Components an Cladding Deter Provided? Yes Minimum Sod Bearing Pressure: 2.500 pa,, Presumptive: X 159 Test: psi p = Roof Zone I = Roof Zone 2 0 = Corner Zones This Building Shall Have the Following: walls Zone 9 walls Zone 5 Roor Zone 3 APPROVED SHUTTERS: IMPACT GLASS X SIOTId. NFITucc. END ZONE 12 6 I SLOPE 24 111�O.H, �7 �Y," Hardi-'Plank Siding face fled lank overlypp using the follow, nails- dia 7,/ 0.09" ' en h: 2,1 to g at } a ximum pr sure or 84.3 psf Lu 13192. over house wrap t 151b fel '32" C l9wood nailed to studs us, ng shall nails at L" o.c. a edges and in field to studs at Ib"/'o.c. F-,"T1/4L_ R C7 LLE. v� /7 i i 7I>4L LEFT OCT 2 9 2013 0 } b l� N � m U- I Z u lK O Q �l U L 0 NC CC) m N M 00 6 �Qcv(-4 uU �N0303 i6 E O Q PY' 0 00OD@ tt v oNC J In I in (V ( I raWrr�� C� Ltr fu ELL Q � w gJ Ul -ID N � U 01 l-� 4I 1 Ili Sheet vL✓vL✓ 1�� OF 3 cOmm 13-8�1 Hardi plank window trim Hardi plank siding as elevations }� _ use elevations for notes For notes \ O O „ C 4._..__ — 21 rszi hardi at sill material I - TI— -- mdow unit tack window to opening framing er manufacturers product apprdval ar Ize Door Description A II'-O" x 8'-0" GLASS SLIDERS B 2'-8" x 6'-8" 2 PANEL SOLID CCRE -WOOD pocket 2" x 6" stud wall ' r two studs under header - ALL exterior doors Including garage doors to withstand pressures stated in permit Information box on these plans. FAMILY ! fi�00M iwoonawtside IF Typical Window Jamb a Frame Wall - verify all masonry/rough opening sizes prior to ordering o NTS windows. door Product Information (including e plans for exterior See roduct approval chart or theme _ © o ng garage door) Provide one exit door (swing type) that is 3'-0" wide minimum and one emergency escape door (not shuttered). /- _ Hardi plank siding'. If escape door has glazing then it must be impact resistant I E X 1ST 1 N G AR AG E we elevations for notes �I i and shall NOT be thru garage. This may be the some door I ; 2" x 12" header If it meets both criteria listed above. 1=------- -- - - Nardi plank - window tnm «e nolt 6etions i I - windw to opening Framing per manufacturers approvalW(ra O h` ll drywareturn Mark Size (wxl) Window Description Window - verify t roug h i I. 3-1"x 5 3SINGLE HUNG - EGRESS " Hardl-Return opening size manufac urer --_. - EXISTING eXisting panel marble sill - ALL Windows to be white ESP aluminum windows with tint, 1,AUNDI2Y fzOOM 1, ` Provide muntln's and structural mullions or elevations. See p ----------- product approval chart for window manufacturer information. iF rywall - ALL windows to withstand Pressures stated in Permit Information Box on these plans. Window Header and Sill detail a Frame Wall - ALL windows in bathrooms to be tempered Scale 1 - I/2 = 1'-0" - ALL windows within 18" of finishedfloor to be tempered unless impact rated, verify all masonry/rough opening sizes prior to ordering windows. 2" x 4" top plate 5/8" drywall telling on _ Lruss bottom cord FLOOR PL,4N SCALE V4" = I'-O" TYPICAL NOTES: / I. Contractor to verify ALL notes and dimensions prior to proceeding with WOr C, 2". drywall s Simpson HTS strap at each truss 2 PRE-ENGINEERED TRUSSES O 2". x 4' studs at 16" o.c. Suppportmg Max. 1450 lbs. uplift �'� raving . TYPICAL 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Finish to match existing (24) IOd x 1 1/2" nails in each strap G SLOPE shop drawings by manufacturer ) 3. ALL Lumber to be used as Beam, rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. R-30 butts Insulation 4. No dissimilar metals to touch. Galt' -Alum Metal drip on %� 5, ALL Concrete Used for slabs shall be 2500 PSI concrete, and 2" x 4" P.T. bottom plate I" x 4" Drip on 5/8' drywall e" Fascia on ALL Concrete used for vertical filled cells, continuous. tie 'jeams etc., to - 2" x 6" Sub -Fascia shall be 3,000 P:S,I, concrete and/or 4,000 P.S,I, grout mix - SimpsonProvide 12) 2° x u Top plate to 6. Drywall at ceilings shall be leveled and attached to bottom Chord _ 4" concrete slab with fibermesh OR 2 - Simpson SP6 or equal at each stud 'K Typical baseboard 6"xb" ttl0/10 WWM on 6 mil Visqueen over to Top Plate connection Of trusses Wlth screws. clean compacted termite treated fill attached thick stucco nt 3and hi -rib lath attached to horizontal and vertical wood 7, ALL wood In contact with concrete shall be pressure treated, framing with nails or staples to provide 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. - no than a3/4°npenetration iP netration a Drywall orlon s / leto 2" x 6 o stud 0o wood and 4' e t 14" o.c. with R-19 batts ' into vertical wood framing members 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Pan Drain at water heater in accordance Install 1'/4"Hardi-Plank Siding face nailed 2" x blocking per With the Florida Plumbing Code Current eGiltlOn. Interior Non -Fearing Partition thru plank overlapp using the following nails: FBC req. v- Head din 0.22" Q Contractor to Provide a 2'-8" wide door at one bathroom for Scale: I/2" 1'-0" shank die 0.09" 11. Nail Lengthy 2%" long at 1 handicapcesslbil!t requirements. Q acy quire - with a maximum pressure of -8-4.34.3 psf O � 12. Lowest finished floor to be set by Governing Building Department Per FLU 13192.2 over house wrap or 15lb felt +- on 19/32" COX plywood nailed to studs using Pr6vide 2" x 6" PT Bottom plate w/ � (n J IOd ring shank nails at 6" o.c. at edges and Simpson SP6 at each stud to Bottom Plate 12" o.c: m field to studs at I6" o.c. connection and 1/2" die, anchor bolts with min. 7 embedment L0 P731 surveyor to set. In field, base at 32" o.c. max w/ 2" washer at plate to concrete connection board Use Simpson H05B on each side of openings over �2" wide instead of anchor bolts typical flooring - vel exact type, style, color, etc.... with owner �'3'-l0" _ Grade\ - �i v Provide US bar X 48" Ion I- O U ED ,4 I `O N LAIN - - — (III l (11 at 24" o.c. over - 4" concrete slab with fibermesh OR O edge of existing n - - _ 6"xd" #10/10 WWM on 6 mil Visqueen over slab to remain m FOUNDATION NOTES: — _— clean compacted termite treated Fill _ N� 2x6 Wd partition SCALD: i/4 I -O I ° • I�11 � � �O P III �- —lilt- �vQ�omo �0 1. Any changes to plans must be submitted t0 the architect G"w x 16"d concrete monolithic C "" t'U for approval before proceeding with construction: footing witti (2) #5 bars Cont. oQ and # transverse bars at 32" o.c. r r 2. Contractor shall be responsible for verification of all T °� °�°� *� p YPiCAI_ SECTI01� 1 CA CA rlfy SGD prior to notation and dimensions before startingconstruction. poring slab Pour new slab to level with existing slab / SCdl6 : /2" _ -O" (10 in cl(V4� with 6" x 6" 410/10 WWM 3. Soil conditions assumed to be 2500 psf. Should any other conditions be 4 F_ 0 uWrr to / encountered, the architect shall be notified led m writing for revision mN ,ter_ —_J erif y all recess thickness at shower floors, all floor finishes as selected by x owner, door sills $ thresholds etc... prior to placing ang slabs. EXISG AR4/6E S! Contractor to provide for Form Board Surveg — Form Board Surveg _ 6"w..x Ill concrete monolithic _ - _t_o be provided to Truss Company_ prior to truss_ construction footing with (2) 1;5 bars cont. and U5 transverse bars at 32" o.c. _ _ �.• Contractor to provide for soil test prior to construction and provide !, a copy of soil test to architect for review prior to construction 7. ALL Reinforcing steel shall be grade 6O, meeting ASTil A —Ili and A=35 specifications. ALL 4nchors to be A -307 steel. " protection at footings �!o � 8. Provide a minimum of 3 concrete p and r H/2 concrete protection at beams for ALL reinforcing bars. 9. ,Contractor to provide the Architect with truss shop drawings including a ALL truss cut sheets showing ALL truss reactions prior to START EXIS G IOF FOUNDATION WCR< for strap and footing size verification. LA DRY R M �1_q i ELL �Q LU L T � V 7 � a L W ilia, J Sheet FLOOD' FL�4N SCALE I/4 = 1'-0" TYPICAL NOTES: I. Contractor to verify ALL notes and dirflensions 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 myiyZum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be 2500 PSI concrete, and ALL Concrete used for vertical filled cells, continuous.. 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 6�-Ord of trusses with screws. 1. ALL wood in contact with concrete 'shall. bepressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. d. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Pan t Drain at water heater in accordance with the Florida Plumbing Code current edition. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accesslbihty requirements. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13, ALL Floor to ceiling assemblies shall be protected by 5/8" type "X" drywall 14. Metal building manufacturer to provide "exterior opening earn and head details 6" New prefab metal building details by manufacturer Provide #5 bar X 48" Ion q -�^ at 24" o.c. over edgs of existing H.B. slab to remain a Existing metal building to remain . q Recess, for EN I Shower Verify SGD prior to pouring slab , NEW PREFAB METAL BUILDINCs BY OTHERS )te Cc \ - I ry Pour new floor level over exi4ting with with 6" x 6" 410/I0 WWM . Pour new slab to level with existing 'slab I P ortrtotor pourngrnew sl c ncrete forxistiadhesionab with 6" x 6" #10/10 WWM EXISTING PREFA METAL BUIL.IN eXlsting lab ro gypsum wallboard ypsum wallboard einforce eorner petal top track 61-f old do( -�2"x4" Wood Buck WWV Note: all doors to be prehung 7ypl(:al interl)r Door Detail N7 S /wood Casing gypsum wallboard reinforce corners Yi- fold door H Jamb 2"x4" Wood Buck Topical Si—Folc Door Detail NTS 2" x 4" top plate 5/8" drywall ceiling on truss bottom cord O 2?x 4' studs studswall nat I6 o.c. Finish to match existing 2" x 4" P.T, bottom plate 4' concrete slab with fibermesh OR Typical baseboard over clean compacted termite treated fill interior Non -Searing Partition Scale: 1/2" = 1'-0" OUNDATI0\1 PL�4\1 FOUNDATION NOTES: SCALE: 114" - �'_O" I. Ang changes to plans must be submitted to the architect 31II for n royal before roc��dln Wlth c n tructlon Door sahedule 2"x4" Wood Buck Mark Size Door Description iota: _ A II'-0" x 8'-0" GLASS SLIDERS io track B bottom )f door, use f Ir. B 2'-8" x 6'-8" FIBERGLASS 4 PANEL )racket a pivot C 2'-4" x 6'-8" 2 PANEL SOLID CORE - WOOD D (2) 2.0 x 6'-8" LOUVERED WOOD - ALL exterior doors Including garage doors to withstand pressures stated in permit Information box on these plans. - verlfy all masonry/rough opening sizes prior to ordering windows. - See product approval chart on these plans for exterior door manufacturer Information (Including garage door) - Provide one exit door (swing type) that is 3'-O" wide minimum and one emergenc�_escape door (not shuttered). if escape door has glazing then it must be impact resistant and shall NOT be thru garage. This may be the same door if it meets both criteria listed above. EXISTING METAL ROOF u 12 6 BLOP� 1a/ R-30 batts insulation PRE-ENGINEERED TRUSSES 8 24"o.c. SCISSOR drawings by manufacturer ) 12 5/8" drywall Provide 2" x 4" Top plate w/ Simpson SP4 or equal at each stud >77'��— to Top Plate connection 3 1/2" foam insulation z F- XAttach 1 3/4" partition wall to u1 existing concrete below and girts above Provide 2" x 4" PT Bottom plate w/ Simpson SP4 at each stud to Bottom Plate 3" existing metal- ConWion and 1/2" dia. anchor bolts with min. T' embedment 3 structure structure engineered base at o.c. max w/ 2" washer at plate to concrete connection Use 31mpson '12" others board HDSB on each side of openings over wide instead of anchor bolts Tile over existing concrete slab Grade — 71- —�—�� 51- -- I EXISTING CONCRETE - EXISTING TYPICAL SEC70N AT EXISTiNC-� BUILDNC; EX7ERICR LU,4LL Scale : 1/2" = 1'-0" O S 2. Contractor shall be presponsible 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 �l. \/erifg all recess thickness at shower floors, all floor finishes as selected bg owner, door sills thresholds etc.... prior to placing ang slabs. 5. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 6. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to .construction , ALL reinforcing steel shall be grade 6O, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-307 Steel, 8. Provide a minimum of 3"' concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. q: Contractor to provide the Architect with truss shop drawings including ALL truss cut sheets Showing ALL truss reactions prior to S7AR7 OF FOUNDA710N WORK for strap and footing size verification. �kl Lucie County Health Department k "vircnmental Health �f :tic System APPears Adeq to _ Of Proposed Construction ' fr`i,8 APArova1 Dose Not Grrnance of Tlie S uaranteelain V) c a 11 O � Ll_. 4 o Q U � v o� O u E F1 < NjaocnNO Q.)U, OD C N cal Z: OD OD l u U E 1Q I 1 p O OD OD (d u p C4 N # 1 0)UCI(I�6 to •.., m tRi v -� V C Q I— LL E IL LW N i11 Sheet TOTAL A/C SPACE: 639 aq, ft. Si. Lucie County Health Department 'Environmental Health Septic System Appears Adequne of proposad Construction J 9 S lI rims APP(oval Does Not Guarantee jert)rmance of Tlmrslysleml F-LECTF�f C,L 1L 4 N ELECTRIC NOTES: SCALE: 1/4" = I'-O I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractpr to verify location of electrical service and provider 4. ALL padjle fans shall be on a rheostat. S. Recessed cans to be Installed per NFPA requ1-e7ents. 6. ALL Brach Circuits that supply 125v single phase 15 amp or 20 amp outlets shall be protected by Combination -Type AFC! C -suit Breakers. i. Tamper resistant APCI receptacles to be insta'i'ed in ALL rooms Kitchen, Bathrooms, and Garage. 8. ALL bath and kitchen and garage receptacles to be GFCI protected. `l. ALL exterior outlets tc be UJP/ ;FCI protected. IC. A/C Return Air Balance Must comzly w/ F.B.C. '' echanlcal. 2010 ed, and current version of any supplements to the 201C ed. 11, A/C Refrigerant lines that are nun thru slabs must be sleeved in PVC 12, ALL A/C Equipment shall be 15 SEER 13. Provide Disconnects at ALL app'iances (water heater, A/C units, and ALL other equipment as required bu N,E.C.) 14. Smoke Alarms shall be Installed it t^e following '.ccations: a) In each sleeping room. b) Outside each separate sleepinc area in the -mediate Vic- ty of the bedrooms. c) On each additional storu of the dwelling ** ALL Smoke Alarms Jshall be-terconnected and hardw -ed ** Electrical S mbcl Legend S Single Pole Switch ® Recessed Can Light Double Pole Switch ® Egeball Recessed Can Light " Sp Dimmer Switch Exhaust Fan Pe Push Button Switch ¢ Ceiling Mounted Light Duplex Outlet Wall Mounted Light Special Receptacle Light with Pull Chain (attic) w Waterproof, ground fault interrupter© Computer Connection Jack - ® Floor Duplex Outlet Flood Light ® Junction Box m Electrical Panel TO Thermostat [E�l Electrical Meter cO Central Vac 1=11 AC Disc A/C Disconnect Smoke Detector Ceiling Fan Tv TeleVision Jack ® Telephone Jack ® 2 x 4 Florescent Light ® I x';4 Florescent Light Intercom SPKR S pea er Hook -Up Q Ceiling Mounted Light Dome Style. ♦ Pendant Light Motion Detector ( closet light ) Carbon Monoxide Detector Poles BR Load Wice Description sirs# Description wire Load R Poles 2 30. 4.5 kw ttlb 40 gal. water HTR 1 2 General Lighting #12 — D 3 q General Lighting 412 O. 1 20 #in Bathroom GFI 5 6 General Lichtmc 912 20 1 20 #12 General Lighting 7 8 General Lighting -#12 20 - 1 i spare 9 to spare spare 11 12 spare 13 4 15 i I6 17 Is 20 PANEL "A" LOAD CALCULATION SHEET -- Load Description - at ! Watts TotaWatts) General Lighting (3 watts sq, ft.) 639 3 I,ql Water Heater 4,500 4,5�0 Total Watts 6,41 First 10000 Watts IOC°� 0,000' 6,41" Remairde- 0 a�C - - -- O Electric Heat or A/C 0,000 �65% 6;500 6,5C3 Calculates Load Watts 12,917 - Voltage 24C Calculates Wattage D v ced by Volta_cs = -ota: Amps 54 Panel SIZe Required = 100 imps Lt. Lucie County Health Department Friviron'n€rntal Health `'r tic System Appears Adequate A/C disc. of Proposed Construction S2, z r�),1' his Appfoval Doss Not Guarantee 'uri')rmance of T1Js ` m #3 copper feed co U6 Cu ground VP I '/i" Conduit � 1 =N'�EL i 2" PVC ( FPL Copper to FPL e- r LOU _ inn�' slab C' NTS