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HomeMy WebLinkAboutPLANS12 12 5 1 SLOPE SLOPE 5 � �I � ISI ICI ICI QI Q QI II�IISII�I ICI co on tgpical c I ICI � - - ------ :� ill�`��I ICI ICI ICI Stone Veneer --J \_Smooth finished columns bg others at all locations FRONT ELEVATION PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 6TH Edition and ASCE 1-10 for Wind Loading Butldin Design is: Enclosed Risk Ratego�ry�. II Wind Speed: ILO mph ultimate Mean Boor Height: '- a Root Pitch: 5:1� Internal Pressure Coefficient- to -la SubJectabihtg to damage from: Weathering: Neahaible Termites: Vera Hanava ePRLArr Width of Roar End Zone: 5'-L' Wind Exposure Classification: B Ad g"talent factor for Expomxe Height Using Allowable Stress Design and Load Combination per ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL; O.LDL+O.LW Exp Height AdJ Factor: 1.00 x Load Combo Factor 0.6 - 04 applied below Components F Cladding Wind Pressure INST) Roof Zone: 1. +I6.0/-26.0 psf Roof Zone: 2.41L.O/-45.0 pal Roof Zone: S.4{L.O/-LL.O pat Components t Cladding Wall End Zone Width. 5'-6' Components t Cladding Wind Pressure (NET) Ilai�3one: 4.+28.0/-30.0 per Wall Zone: 5. +28.0/-38.0 Of Components I: Cladding Wind Pressure (NET) on Garage Door: +24.0/-29.Opsf Shear Wall* Considered for Structure? ye o �Sa 631046cws To �o WW Continuous Load Path Provided? Yes Are Conpwlents an Cladding Det�a i Provided? Yes Minimum Sal Bearing Pressure: 2,500 pa, Presumptive: X By Test: pal p - Rod Za,u i EO • Roar Zene 2 0 • Comes ;corm This Building Shall Have the Following: maw. Zone 4 ask Zone 5 Red Zane 3 APPROVED SHUTTERS- IMPACT GLASS: X MOTH:_ NEITHER:_ ENO ZONE Product Approval Submittal Affidavit Opening8ahednls S.. Doom Overused noose. 8111dins noose. 18ndmis m t 8lquahts Opening NOA Product Model # II(anutaoturar Glen Attachment method qg 1 tion Desissause 1, 11-0430.05 Sm le Hun PV� g SH - 5500 Impact PGT 1/8" Type 5 1/4` ia. tapcons e/ min. I /a, pemtrati o e spaceper roduucct approvallhero to taeeei specified m Con 1-30-20 + L5.0 PSF — 10.0 PSF 2. I9-1126.10 Fixed Glass PVC _ Impact 520 PGT Type 1 1/4` dia. topcons e/ min. 1 1/4" penetration to be on- edge distaances sipoci ied in Contractor appherovall ldhere to 4-30-25 + 50.0 PSF $. FL -14 Inswing/Outawing Impact P Cgntour� Steel Steel Edge Jeld-Wen 3/IL' dia. x 3' Tapcons a/ min. 1 1/2' penetration spaced per product approval. Contractor shall adhere to edge dlotences stated in approval. + 55.0 PSF — 4. FLU 8248.13 Steel Overhead Garage Door 9 8100 Series Raised Petrel Wayne Dalton ns a er r pr a i mg 1 pe en manufacturers recommendations. Sn buck detail on theca plan for buck installation. Must have comer past we approval. + 24.0/-29.0 PSF Product NOA/117. NUlI= Yodel / Manufacturer Attachment Method 1Czawmtion X)l of Approved Tests Mullions 11-OL30.01 I' x 2 3/4' x .315' PGT ns a or pr a e e roe per a e 5-26-21 -110.0 PSF Roof FLU I1955.1 SV Crimp Metal 26 go. Min. Southeastern Metals Southeastern Metals 5v Crimp Rooting installed per approval over Polyglass peel and stick underlayment over 19/324 CDX hooting nailed to trusses per nailing pattern detail on root plan -11.0 per Field and perimeter. -93.5 par corner Under— Under— laymenSiding FLU 5259.1 Pol stick TU Poo Polyglasa USA Self adhered rooting underlayment installed per approval over mechanically fastened base sheet. - 148.5 PSF ALL ZONES STUCCO ON BLOCK 5/8" Thick light textured stucco on typical Concrete block construction soffit STUCCO ON LATH 1/2' thick stucco on 3/8" HrRib lath attached to horizontal and vertical wood framing with nails or staples to provide no leas than 1 3/4' penetration into horizontal wood framing and /penetration into vertical framing Hurricane Panels ALL Product Testing by: Miami -Dade County Building Code Compliance Office / Product Control Division I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record a 24" SCALE. 1/4' - 1'-0' 12 5 ISLOPE 5/8" thick smooth finished stucco band Stone Veneer bg others REAR ELEVATION J Smooth at till .. . Southeastern Metals 24 as 5v Crimp Metal Roofing Installed per product approval FLli 11115.1 over Polualass self adhered roofing underlayment ovei 19/32" CDX plywood attached to trusses per sheeting Attachment diagram on roof plan ` 12 I ..� 1_I_-1 SLOPE IS 5/8" thick light textured stucco on typical concrete block construction SCALE. 1/4' = I'-0' REVISION FILE COPY ge � OR CODE COMPLIA!"l ST. L CIE COU SCANNED CIE , Il/w BY St. l_udeiGnitl`ity Digitally signed by Daniel Braden Date: 2020.05.29 17:11:50-04'00' L 0 LL. U J n � O 111 IJ 'zw dl �°�� o ' Q-H Q a0 a0 V Q rr Q zCO 00 v tk I nN U 0 r- U m W .... W (0 b; U- U N �LL 3ja as SHEET NO: l . OF 6. JOB NUMBER: I9-IF8 N.UN40. ®® AR 9770 Y ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING u °fhd Archltoct's at Atehinilis r WNhAtiR► wp 4ifAxo's SMnp *01411jg rA$6drB�•?.I ( neTtj bf Y°4itlr60"40010111itlrgl11 R 4PR4ltjr@Wa4RGiaia br chR6king flelg niarlSurbmantTi and ta{hpr 60neir461liph tErltlgria, ArohitaFt's approvaloovar9 gehorslroof shape, reVIRW of trMaS "I'appinp, and lo:iding an structero from pravity and Milli loads and their res Hv i ations. Approved By; Date; Drydenfir -✓myo�,E-A P.A. SCANNED .St. � IIt:IPrrlllllt'f1 FILE COPY Tmsses shown on this layout are a component pan of the building and show truss location. Proper erection, temporary and permanent bracing design are the responsibility of the building designer or his engineer. Lateral bracing shown on the individual has drawings must be placed during the erection procedure. g 4, r I non -brig TRUSS BEARING HEIGHT SCHEDULE APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS SQUARE CUTOVERHANG STANDARD HEEL HEIGHT 12 5� a' •'. 8je BRIG. 2,-0„ _ overhang except where noted TYPICAL TRUSS END DETAIL HANGERS TO BE USED (Simpson) or (Usp) QA HUS26 ® HUS26 © HGUS26-2 © THDH216-2 ® HGUS26-3 THDH2l6-3 ® HHUS46 (3 THD46. Q SURIL26 Q SKH26FVL NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF-HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES' (TPI). 4) NO BACK CHARGES OR CRANE CHARGE$ OF ANY KIND WILL BE ACCEPTED UNLESS SPECIRTCALLY AUTHORIZED IN WRITING BY TRUSS PLAINT MNGMT. SIGNED ulllu DATE All spacing is 2e O.C., except as noted. All walls shown we bearing, except as noted. All valleys calculated with sheathing udder. Number of girder plies to be determined by •engineering. DO NOT OUT OR ALTER TRUSSES w/o AUTHORIZATION ROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supersede labeling of trusses. It Is this responsibility of the builder to utilize engineered drawings when erecting tmases WARNING mmuTACTINEP, PRE3i11T TCPRINC AND 0011 OVIC aIRNO UsEcIl aN; AND PER I£el wAaan: e, wAy K REMINEt1 N speooC AxuaATQNs ss'H" summary Aeet OW and RECWMENDAiKNS W HAIII INSTALUM & BRACK AETh HATE CIAKI waso Mus45 (iR1. Tidal ALE To BE EAECED ANd FA5IENFP N A aIBNON U Ra Reim MHOS No sEAnow is APPLIED auj iLY To ME TOP OOM WALL BE BRACE) As SPECMEa eN ME TRM OEM sussse still SE NA1SIEo WIN sE1swAsue CAFE M M Essureal Tor PwEvEI T TRUSS COMPANY SUPPLIES ONLY TRUSS TO IRU:SS CONNECTIONS, E-N TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE o CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS, FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR `SKEWED, NO Zi HANGER IS SUPPLED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. Exposure Category : B Bldg Category : 2 Wind Design Velocity ;160 MPH kM. Fatty : 1.00 Wed Load peafion Factor: 1.33 Ill Roof lit 15 It S0UT1EEMi TRUSS (772) �n NC 2590 N. Kinas Hiahwav INC F1 S �f== r---T #5 bar at filled Control Joint at 30'-0" max. PLAN VIEW AT ALL/ANY CONTROL dOINT& ,Typu Typical Masonry Well Extend Joint reinforcing into concrete column PLAN VIEW 32" Provide Prefabricated Provide Prefabricated "T" Joint rbricat"L" Joint Reinforcing Reinforcing at ALL Corners at ALL T-intersections PLAN VIEW PLAN VIEW AT ALL T MTRRANCTHM AT ALL CORMW TYPICAL CONCRETE BLOCK WALL REINFORCING TO BE DUR-O-WAL DA3200 LADUR JOINT REINFORCEMENT IN STANDARD WEIGHT (9GA) WITH A HOT DIPPED GALVANIZED FINISH. REINFORCING SHALL BE PLACED IN ALL CONCRETE BLOCK WALLS AT IL" O.C. VERTICAL OR EVERY OTHER COURSE OF BLOCK TYPICAL MASONRY WALL REINFORCING DETAILS SITS Contractor to provide proper foundation chairs for proper steel Installation E 0 m 30" min. Corner Steel La Southeastern Metals 24 ga 5v Crimp Metal Roofing Installed per product approval FL# 11115.1 over Polyglass self adhered roofing underlayment over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan \ Simpson HETA 20 or equal Ole hurricane anchor at each true with (10) IOd x 1 1/2" nails ol ( 24' o.c.) supporting Max 1805 lbs. uplift , Gely-Alum Metal drip on I" x 4" Drip on I" x 8" Fascia on 2" x L" Sub -Fascia 24" 5/8" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails or staples to provide i no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members C-I beyond Smooth finished columns with smooth capital and base all locations 8'-O" 12 5 1 SLOPE Pre -cast Lintel — See Roof plan for details 5/8' thick light textured stucco on typical concrete block construction SLOPE 2" Porch Section (2) 2"xl2" F.F. 23.56 22.89 22.44 II III LUDED — —IIII=111— I —I I I I=1114�1� I—�I 1=1111I I I11 n t s 1 111=I I I I= I I= I I= EkM=III =1 =11 1=1 I1=1 I1=20.66 EXISTING GRADE -I 1 1 I� 2" x 4" PT wood secured with overhead door track secured to wood 1/2"dia. x 4" expansion anchors jamb per manufacturer's product approval With 2" sq. washer at 18" o.c. ALL GARAGE DOORS AS SPECIFIED IN PRODUCT APPROVAL ON THESE PLANS. DOORS TO MEET WIND PRESSURE STATED IN PERMIT INFO BOX ON THESE PLANS Garage Door Jamb Detail ITS Property Line 4' long PT 4"x4" Post 21.31 20.46 —1 /EXISTING GRAZE �lll,�i�f�ll I -I =III I� II IIIIIIIIII -1I —I P EAST SIDE_- 4,101 4"x6" 22.48 PRE-ENGINEERED SCISSOR TRUSSES AT 24"o.c. TYPICAL ( shop drawings bg manufacturer ) SEE SECTION FOR BOTTOM CHORD SLOPE 122.5 12 5/8" drywall with smooth finish 1/2" drgwall over I" x furring strips at IL" o.c. with R4.2 -fgfoll insulation on typical 8" Block walls All drywall is per FBC 102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type I'll only. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) BI FOYER See Door Schedule For Sizes Typical Flooring on 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on L mil Visqueen over clean.compacted termite treated fill Scale : 1/2" = 1'-0" IN -1,11' R-22 min. of all foam insulation on bottom of roof sheathing in coin?hance with ICC-ESR-1824 dated Feb. I, 2012. Install DG 315 Intumescent coating per section 4.3.2 of [CC test noted above to complg with 15 min. thermal barrier requirements. Southeastern Metals 24 go 5v Crimp Metal Roofing installed per product approval FLU 11115.I over Polgglass self adhered roofing underlayment over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan Simpson HETA 20 or equal 12 hurricane anchor at each truss 5 SLOPE with (10) IOd x 1 1/2' nails PRE-ENGINEERED TRUSSES ( 24' o.c.) supporting Max at 24"o.c. TYPICAL 18101bs. uplift ( shop drawings bg manufacturer ) Gely-Alum Metal drip on I" x 4" Drip on 11 I" x 8" Fascia on 2" x L" Sub -Fascia 5/8' drywall with smooth finish 1/2' thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell Grade IIIF=_IIII-- IiYi Illliiillll BI 1/2" drgwall over I" x furring strips at IL" o.c. with R4.2 7gfal Insulation on typical 8" Block walls All drywall is per FBC 102.3.1 and shall meet all pertaining ASTM codes. O Mortar to be Tye "r' only. Provide Dur-O-Rock at air wet areas (ex. showers, tubs etc...) Fill cell with concrete and (1) #5 bar vert. !typical). Max spacing shall not exceed 40" unless otherwise noted see foundation plan notes for spacing at openings base 4' concrete slab with fibermesh OR board 0xV #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill Q A Q U or UC) sill=iiii=llli=iiil= F-I6 •9 (37 E (s � m SECTION AT BEDROOM ° 2" x 4" top plate 5/8" truss LH IL Scale : 1/2" = 1'-0" I— N o ICC Q v ~ � u W N drywall ceiling on bottom cord �D nnN 11� RE%f EW D1OR n-'ODE COMPLIAN(L� d) e drywall ST„ LUCIE COUNT' 4 studss at IL o.c. W 111 � U O to match existing QOCC Z Z U)ZW�00L)o 0 Jn Q 00 yyy (L U P.T. bottom plate [`- r@ L4" anchor bolt at Max 12" o.c. and I ZN1" embedment with 2" washer 93 4" concrete slab with fibermesh OR cr Typical baseboard L"xL" #10/10 WWM on L mil Visqueen over rr (ir clean compacted termite treated fill 3 LLI .. .. I -G x N U_ Interior Non—BearinPartition a R.STON Scale: I/2" = I'-O" � uD FILE COPY L SHEET NO: D-1 OF 6. RECEIVED JOB NUMBER: MAR132220 I9-I58 ST. Lucie County, Permitting M QUEST SIDE AT DRAINFIELD a ❑■❑■� � QI ® QI e e . _. _. �_. �_. �_. �_. �_. �_. _� ■■ L .�.�_...!-G•LcLCGc�!�•.GtaltL.zyS�:r:.y � II II I I I I I� I ICI ICI ICI ICI ICI Mi rm _ ■�n �"I t�.. Stone Veneer J Smooth finished columns by others at all locations FRONT ELEVATION PERMITTING INFORMATION (FORM 100) ePKIAT Flonda Building Code Residential: LTH Edition and ASCE 1-10 for Wind Loading Buildnq Design is: Enclosed Risk Category_ II Wind Speed: ILO ■ph ultimate Mean Roof Height: '- ' Roof Pitch: 5•12 Internal Pressure Coefficient: tQ,ld- Subjectabmlity to damage from: Weathering: Nealiable Termites: Vera Hwava Width of Roof End Zone: 6 _L• Wind Exposure Classification: B Adjustment factor for Exposure Height us Allowable Stress Design and Load Combination per ASCE 1-10 Section .4 DL+LL; DL+0AWL: 0.6DL+0AW Exp Height AdJ Factor: 1.00 x Load Combo Factor 0A - 0A applied below I 1� Components I Cladding Wind Pressure (NET) Roof Zone: 1 +16. /-24.0 Pat Roof Zone:1. +1L. /-45.p Pd Roof Zone: 3. +IL. /-66.O PSI Components I Cladding Wall End Zone Width: Mamie: Components I Cladding Wind Pressure (NET) Gall Zone: 4. +28.0/- 0.0 pet Wall Zone: 5. +28.0/- 8.0 pat Components I Cladding Wind Pressure (NET) on Garage Door: +24.0/-21.Opst Shear Walls Considered for Structure? ye �N Continuous Load Path Provided? toroaucft Approval Submittal Affidavit opowiling Schedule Swing Doors, Oserhaad Dooms Silding Doors, wla0oss R opening Type NOA,/T1 Product Model / Manufacturer Glssw 5/1L' Attachment method I/4' a. tape s a/ min. i 3/e' pOrntrabon .'o ba paced par product approval. Contractor shM sire to min. Odra distances pecdud in Product approval tion D°a�' + 90.0 PSF - 130.0 PSF I• FLU 239.4 Single Hung SH - 800 Impact PGT 2. FLU 243.4 ixe ass FW-101 impact G Type 'A' pace pOr pr t appraral. Contractor steal a bare to min. wire a once$ specified in Product approval + 80.0 PSF - 1/4' ye. tape Rs e/ sin. I /8' arwtrati ti Lo paced par prooduet approval. CoRtreetor oslall Mre to am. edge distances specifwd m Product approve /IL 8a. x Tapeon& a man. I 1/,I, penetration paced par pro6xt approval. Contractor shall adMra to wire + 63.1 PSF - + 55.0 PSF $, 4. FLtt 253.1 FLU 1113i French Door InaWin /Outawin g g Impact FD-101 Impact C toura Steel Steel Edge PGT Jsld-Wen FLtt 82 Steel Overhead Garage Door 8100 Series Raised Panel Wayne Dalton mrwtall par product approval including ab spoil on end lorabuck Inst noon. must see 6r p decal on eMw pion ter Fuck irnLallapen. nwt have center pat so approval. + 24.0/-29.0 PSF � um P�y� Manufacturer Attachment Method Date � otes red ure Tests NUM Model d Approved NUliIDI'R Mullions Roof FLU 11955.1 SV Crimp Metal p 2L ga. Min. Southeastern Metals Southeastern Metals 5v Crimp Roofing installed per approval over Polyglass peal and stick underlayment over 19/32' COX heating nailed to trusses per nailnq pattern detail on roof plan -11.0 psf Field and perimeter. -93.5 pal corner Under- Under - laymenSiding FLU 5259.1 Poistick TU Plus,"Polyglass USA Self adhered roofing underlayment installed per approval over mechanically fastened bass sheet. - I68.5 PSF ALL ZONES STUCCO ON BLOCK 1/8" Thick light textured stucco on typical Concrete block construction soffit STUCCO ON LATH 1/2' thick stucco on 3/8" Hi -Rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than I3/4" penetration into horizontal framingand / " enetration into vertical framin Hurricane Panels ALL Product Testing by: Miami -Dade County Building Code Compliance Office / Product Control Division I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record I 24" SCALE: 1/4' - I'-O' 12 S ISLOPE �L■J 5/8" thick smooth finished stucco band Stone Veneer by others �L Southeastern Metals 2-4 ga 5v Crimp Metal Roofing Installed per product approval FLU 11115.1 over Polyglass self adhered roofing underlayment over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan 12 SLOPE IS 5/8" thick light textured stucco on typical concrete block construction ,661aFp@� G� Go Go Goo c, l/ c 5 FF a 9 """ FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #6;;�5F1 q & Well # Date: I Reviewer: E -1 LL. i� n c`i 1J _ OL W o O lUli V t�i ~ L4 ji X -1 UN ►-'� d) 4 'r •tlnl� N If f SHEET NO: OF 6. JOB NUMBER: l9-158 F s Southeastern Metals 24 ga 5v Crimp Metal Roofing installed per product approval FL# 111-1 over Polgglass self adhered roofing underlayment over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan Stone Veneer by others 24" O.H. RIGHT SIDE ELEVATION IM Ou 5/8" thick light textured co ° stucco on typical concrete = block construction OPEN 24" 7.H: SCALE: 1/4' - I'-O' Southeastern Metals 24 ga 5v Crimp Metal Roofing installed per product approval FL# 11175.1 over Polgglass self adhered Stone veneer by others E 0 71f U � v !C -bk* 41� n N lJ... OC In O O LU � o Z z W aDm� O JQ )LnO; U [L OD 0N0 s � � Q I Z OD cVN t# r�Cr �VOryr- U q) W ~ W x IL U ai � N Q %) A LEFT SIDE ELEVATION SCALE: 1/4' - 1'-0' !L SHEET NO: 2. OF 6. JOB NUMBER: 19-158 5 J LL U) to m 4 r 14'-O" T-2„ CV 1 16M 0 m H.s EGRESS 58'-O" C-1 30'-O" Cr-1 I�i 0 r BEDROOM 41 v � LIN T-2" 0 MAST BATH 9 1' -8,, O CLOSET ----Rod t 14'-4" l' RATIO "0" / 8'-8" I'_ DINING q OD LIVING ROOM k eewalI UIL i D D I - --— ------------- -- ----- 011 KITCHEN ° MC E b — b L4 Ln BATH ##3 I FOYERLn — — PAN 1 \J O I LAUNDRY �i BEDROOM 10 u3 ° EN RY 0 O MC 21'2" -6" O Naomi HIM ,C r 1' -11" C-1 5'-5" 13'-l" C-1 EGRESS 13' - O" BEDROOM I in 42 O '11 r�� C iiOTOWN I, • .' C ., ■ ■ ^. • •, ■ v..ma.•a.•svrwossa.•a.•s.•. .❖. � n rw❖ssr•.oy.^..•. ea• 0 GARAGE 0 !V H.B. FLOOR FLAN TYPICAL NOTES: SCALE 1/4" = 1'-0" 1. Contractor to verifyy 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 min. 1,500 psi fiber bending stress. 4. No dissimilar metals to touch. 5. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. L. ALL wood in contact with concrete shall be pressure treated. 1. ALL wall dimensions are nominal and not finished wall or stud dimensions. 8. ALL plumbing fixtures to be low flow. 9. Lowest finished floor to be set by others - Surveyor to set in field. 10. Separation between residence and garage shall be per FBC R302.4 11. Door between garage and residence shall be 1-3/4"t 20 min. rated door 12, Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 13. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 14. 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.C. R31L - see permit info box of code edition 15. Gyypsum board material shall conform to ASTM C34, C19, C415, C511, C430, C931 C9L0, C1002, C1041,CIl1-f, C1118, C1218, C1395, or C1394 and shall be installed according to the following: (FBC R102.3.5) See table below for attachment 14. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.4, A108.1, A118.1, A118.3, A13L.1 and A131.1 11. Cement, fiber -cement or glass matpsum backers in accordance with ASTM C1288, C1325, OR C1118 and installegyd I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 18. 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 accorrpanyinG smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R31L. Druwall Attachement Table FBC R702.3.5 Drywall Thickness Location Orientation Framing Member Max. spacing fasteners Nail sing options for Spacing of installation or drgwall into Nails Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 2q1, 1" 12" 13ga 1 3/8'" lloong with 19/G4" head O 0.098" diameter x 1 1/4" Iong /2 annular -ringed or 5d cooler nail OR Walls Either IL" g' 1G" 0.080" dia. xx 1 5/8" long with Direction 15/64" head OR Gypsum board nail 0.084" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" T 12" 13ga 1 5/8" long with 19/44" head 0.098" diameter x 1 3/8" long , / annular -ringed or Gd cooler nail OR5 0.092" dia. xx 1 1/8" long with Walla Either IL" 8'. Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 11/8" with 19/64" head. w.H. = Water Heater In pan where required with drain per FBC Plumbing WALL SYMBOL LEGEND 77=- CBS walls - Fill cells solid with concrete and (U u5 bar vert. at 40" o.c. for walls up to IQ'-O'* high. Space 32' o.c. for walls up to 15'-0'* For walls over 10'-0 a specie inspection is required ba any licensed structural engineer to review and approve the vert. steel installation in the footings, in the wall cavity and into beam. - 2' x 4' non -bearing stud walls -see sections. Insulate with R-11 baits at bathrooms t between A/C and Non -A/C spaces * top of wall height is clear span of block to bottom of first structural beam Thusapplies to the garage area onlg in this caw. r-------------------------------i Square Footage Breakdown o Total A/C Space = 1,981 sq. ft. Covered Porch Total = 382 sq. ft. Garage = 541 sq. ft. Under Roof Total = I i 2,914 sq. ft. ODD DOS Window Schedule Mark Size (wxl) Window Description I. (2) 3'-1' x 5'-3' SINGLE HUNG - EGRESS 2'-8" 14'-0" 2'-8" 2, 2'-2" x 3'-2' SINGLE HUNG 21'-4° 3, 2'-O" x 2'-0' FIXED GLASS - ALL Windows to be white ESP aluminum windows with tint. Provide muntin's and structural mullions per elevations. See product approval chart for window manufacturer information. - ALL windows to withstand Pressures stated in Permit Information Box on these plans. - ALL windows in bathrooms to be tempered - ALL windows within 18" of finished floor to be tempered unless impact rated. - verify all masonry/rough opening sizes prior to ordering windows. S&d Dowel (1) US bar w/ 25" min lap and L" embed ete Footing R & n a I r nts Door Schedule Mark Size Door Description A 3'-0' x L'-B' FRENCH DOOR W/ (2) IL" SIDELITES I3 3'-0' x 6'-8" FRENCH DOOR C 3'-0' x C-8" SOLID CORE - WOOD - 2 PANEL D 2'-8' x 6'-8" SOLID CORE WOOD - 2 PANEL E 2'-4' x L'-B" SOLID CORE WOOD - 2 PANEL F (2) 2'-6' x C-ON SOLID CORE WOOD - 2 PANEL G 2'-8' x b'-8" SOLID CORE WOOD - 2 PANEL 20 MIN. RATED H 2'-8' x C-B' SOLID CORE WOOD - 2 PANEL POCKET I6'-0' x 1,-0" GARAGE DOOR - ALL exterior doors including garage doors to withstand pressures stated in permit information 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" wide minimum and one emergency escape door (not shuttered). If escape door has gglazing 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. M Q o ` u Q 6- 6- E 07 IL IL J-L-1 L6 O L LL v N <N Q-OLW o O u O ZWLO�" O JQ OD OOOD s Q ' (L H r r- � Q z N C4 sc U P�� H U �`✓ a Cr T N I HLL LL U) Q El 03 SHEET NO: 3. OF 6. JOB NUMBER: l9-158 000 i v- 0 14'-O" C-1 L•IC 8'-8"_2„ C-I 1 - I r -- r- - 1 _ _ I 1 a.C-I F-3ire-i--------- L--'----T-B ---1- 1-------- � - I L--_- L_ I J F-34 F-34 F-34 I I I I 1 cV I ao w ao F- Q I- .+ I ------ ---------'n --- -------------J OD �----- -- O- F-ILM------- ---- I F-IL O I I 1 Fill cell with concrete and I (1) #5 bar vert. (typi al). I Max, spacing *hall not exceed I I 40" unless otherwise oted --1 I see foundation plan n tea for spacing at openings O I I 1 I I - I � I I I s 1 H.B. I LL I 1 o I 4 concrete slab with fibermesh OR ° 1 o 0 1 i: 1: o D o o I 6"x4" #10/10 WWM on 6 mil Visqueen over ° 1 T___________________! clean compacted termite treated fill I F-IL I -_] Q O O Recess for Shower I V 's I I O Lit V �J I I W I � I I I I no I I - F-ILM I I I I Recess for J I 0 1 I I T W J j Shower U- 1 I m (W I I U- �oQ IL 21'-4" F_ 1L i---------- --- r----- I i i FAHU OD OD -T-' � O7 DO I ttF I© u bov� I I I ry i F_24 - T-g - o L-- SEEPDOWNGDETAIL 1 li ------------ ----- ----1 O u)16 4'-O" 4'-O" __---------------------X I / I 1 C-� © I 4" concrete slab with fibermesh OR I �JI 6"x6" #10/10 WWM on 6 mil Visqueen over 1 I clean compacted termite treated fill I T 1 r r I I 1LL I I ( F111 cell with concrete and 0) (l) tt5 bar vert. (typical). I I I Max. spacing shall not exceed I 40" unless otherwise noted I I I see foundation plan notes for I 1 1 spacing at openings I I LL ° '------------------ I Ul I I--------- ) 00 iTiTiTiTiTiTiTiT�©O p- s I I I � I 1 � I I I � I FOUNDATION PLANFOUNDATION SIOTES, I I I 1 SCALE: 1/4" = 1'-0" I. Any changes to plans must be submitted to the architect for approval prior to proced ding with construction. L - -, r _ _ 2. Contractor shall be responsible for verification of all notation and dimensions IF-24 --Z-J2 _RecelLs-for -F-24► prior to tart of construction. I Garage Door IT 3. ALL Con rete used for slabs shall be 3.000 PSI c ncrete min., and ALL Con rete used for vertical filled cells, continuou . tie beams etc.. shall be 000 P.S.I. concrete and/or 4 000 P.S.. grout mix min. 4. Soil bear ng capacity assumed to be 2560 per an stable. This shall be confirmed in writingg bg soil testing report done by others pr or to the start of any construction 5. Verlfg al recess thickness at shower floors, all Flo r finishes as selected by owner, d or sills f thresholds including pocket SG frame widths etc... prior to placin any slabs. G. Contract r to provide filled cell with concrete an 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of o enings u to 5'-II" wide. Provide te511�1" 1 and Provide (3) filled cells on each side of openi gs from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 1. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-14 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. 10. Contractor to provide 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 size verification. E 9'-O" 2'-8" 21'-4" 2'-8" stop H.B. Footing Schedule Mark Size and Description T-8 Thicken slab edge to 8" x Be with (1) #5 bar cont. II IG"w x and #5 It'd concrete monolithic footing with (2) #5 rebar continuous transverse bars at 32" o.c. (bottom) F-ILM lOw x and its It'd concrete monolithic footing with (2) #5 rebar continuous transverse bars at 32" o.c. (bottom) F-24 24"w x bottom 24"I x IL"d concrete pad footing with #5 rebar at 8" o.c. each steel. 11 36% x bottom 36"1 x IiI concrete pad footing with 45 rebar at 8" o.c. each steel. Termite Protection for New Construction as per F.B.C. 1816.1 CONTRACTOR TO REFERENCE F.B.C. BUILDING 1814.1 FOR FURTHUR REQUIREMENTS Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If sal 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 penetrating concrete slab on grade floors shall not be of celluiose- contain ingg materials and shall have a min. wall thickness of O.00' and shall be sealed within the slab using a noncorrosive clamping device to eliminate the annular apace between pipe and sleeve. NO TERMICIDES shall be applied inside the sleeve per FBC Plumbing 305.1.2 1.5" Garage Door Recess 4" concrete slab with fibermesh OR L"xC #10/10 WWM on 10 mil Visqueen over clean compacted termite treated Fill Driveway / T-12 FOOTING DETAIL SCALE 3/8" U, Thicken edge to 8"x8" with concrete and one #5 bar continuous 4" concrete slab with fibermesh OR 6 xL' #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill GRADE co - - - 8" T-8 FOOTING DETAIL SCALE 1/2" = I'-O" #5 bar vert. w/ 30" overlap \SEE AL ECTIONS at each filled cell 4" concrete slab with fibermesh OR L"xb' 410/10 WWM on 10 mil Visqueen over -= t=clean compacted termite treated fill Grade 011111 zE_ - II - ICI -I- IIII IL"w x IL"d concrete monolithic -1 IIII 1 Footing with (2) #5 bars cont. and 45 transverse bars at 32" o.c. I6" F-16 FOOTING DETAIL SCALE 1/2" 4' concrete slab with fibermesh OR VxL" #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill 45 bar cont. �n 117-7 iii l HEEI -1I 1= —IIII =IIII 412" F-14M FOOTING DETAIL Scale: 1/2" - 1'-0' Drywall return Sill - verif material and a with owner pri to ordering Er Int Window Jamb Detall Section a, Window Exterior Verify all stucco banding and trim per elevations Stucco return Attach window to block wall with 1/4" dia. x 3" tap -cons with min. 1 1/2" penetration at 12" o.c. max and 6' o.c. max from each corner thru Q I" x V PT Buck O See window schedule and 0 floor plan for size and locations install window per product approval by mfg a c Drywall return 0 u U See typical wall sections for interior 1 drywall finish notes verify filled cell count per N floor plans at window jambs T n NTS ir a W Lintel - see plans For size and steel req. U O U lK u, r Q Attach window to black mail wuth 1/4' dia. x 3' tat -cone with mrt 10 0 0 1 1/2' peM.ratiw at 12' o.a. max end 6' o.c. max frcm each caner thru stucco return See window schedule and floor plan for size and locations Stucco finish over sill slope for drainage Provide Castcrete precast concrete high wind flush sill - verify opening sizes prior to ordering ead it Sill NTS Stucco return Attach door to block wall with 1/4" die. x 3" tap -cons with min. 11/2" penetration at 12" o.c. max and L" o.c. max from each corner thru I" x 8" PT Suck See door schedule and floor plan for size and locations install door per product approval by mfg ------Drywall return Interior See typical wall sections for interior drywall finish notes verify filled cell count per Floor plans at window jambs Exterior Door Jamb Detail NTS Seal ALL concrete block iambs prior to buck per FBC R103.8 using any approved sealant VERIFY ALL SILL MATERIAL WITH OWNER PRIOR TO ORDERING VERIFY ALL ROUGH OPENING SIZES WITH THEIR RESPECTIVE MANUFACTURER PRIOR TO INSTALLING, MASONRY Filled Cell Masonry Column With One 45 From Footing To Beam, Conc. Fill To Be 3000 PSI See Floor Plan For Location Filled Cell Masonry Column With One 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location 8" BLOCK WALLS TYPICAL Single Filled Cell Column NTS uble Filled Cell Column � � C� C � m O ro � U- N � O Q ~ U to v N < CLE W :3 u O zUJOD "O JCD I z 00 cV C1 # 6 0 LU U rr� a� (� L Uj 2 ui X ui I- t> •� N 9 a ,11111111h} N 1.4.1 SHEET NO: I OF 6. JOB NUMBER: 19-158 NTSy RO TYPIC — 0 - R Ti Ally liurit�t.a L v L.Tllb IJIOrI SnOII Uef sUDmILLNru l0 Lf1e 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 — Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction — Contractor to provide the Architect with truss shop drawings including ALL truss cut sheets showing ALL truss reactions prior to START OF FOUNDATION WORK for stra and footingg size verification. - TRUSS DEFLECTION SHALL OT EXCEED 0.5" ON ANY TRUSS. BOTTOM CHORD TRUSS BRACING NOTES and rbra oot tPYta/es now InLhe Iflosinng cmannern - install first roe of tress bracing 36' from exterior walls and spaces 12' ac. thereafter. - install bracing an any bottom chord which is longer than 12' in clew span. truss br to be 2' x 4' wood and shall be attached to bottom chard tries es. Way below Trusses spaced par truss manufactures plane m Typical splice u m �n Attach brewing to truss chord x 10d nmis in all l�ng� ant ' x 4' wood bracing Woad bracing shall lap one truss ALL BRACING SHALL COMPLY WITH SCSI-53 SUMMARY STRAPPING SCHEDULE HETA 20 SIMPSON HETA 20 hurricane anchor at each truss supporting Max. 1,810 lbs. uplift. Strap shall have (9) IOd x 1 1/2" nails. BEAM SCHEDULE Mark Size and Description BI One rows of beam block filled with concrete and (U #5 bar continuous in each row. Provide precast lintel filled with concrete and (1) #5 bar per lintel schedule continuous over openings. ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plyywood 4. Use nails or screws based on pressure for rooT stated in permit info box on these pans for zone 3 Ke Area Ede Field Fastener pressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 6" 8d ring shank '16 psf TZone Z 3 4" 8d ring shank 84 psf ** Zone 3a 6" 6" tt8 wood screw ,112.5 psf, ** Use nails or screws based on pres ure for roof stated in permit info box on these plans ?or zone 3 Additional a5 bars CCLE pp Precast Lintel BPS-OBAT 45 bar& One Row or Block Above Lintel BPIL-ISAT BPI&-I5/2T NOTES I. MIN. COVERAGE OF STEEL = 1.5" 2. MIN. BEARING REQUIRED a EA. END = 4" 3. STANDARD FOR REINF. STEEL = ASTM A415 GRADE TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) Lintel Length Bar Length Clear Span "A" Bars "B" Bars 2'-10" 2'-8" 1'-6" 2,tt3 none 3'-4" 2'-2" 2,43 none 4'-0" 3'-101, 2'-8" 2,43 none 4'-4" 3'-2" 2,43 none 5'-4" 5'-2" 4'-O" 2,tt3 none 5'-8" 4'-6" 2,44 none 2,94 none T-0" 4'-2" 2,u5 none 2,45 none ALL reinforcnng steel is grade 6O LINTEL SCHEDULE Mark Window or DoorPre- Unit Width Lintel sire Cast -Crete «IrICaLlon stressed owe or BM Block Above Beteam Steel Sne T SUeI Sire Lr�ed L) Load (PLF) Max. Load L20 . 42;_O 2'-10' BPS-015AT NO 1 a5 3061 ISL1 1642 — L31 1:_i62� 3,-I. 3'-V BPS-OBAT NO — 1 si 2561 13L3 1L3 L45 4'-5' 5'-I' 6118-015AT NO — I s6 1341 1016 411 L50 S'-O' 5'-8' 8138-05AT NO — I a6 1105 101 331 LLO 1.'-8' L'-8' 81"8-OBAT NO — I s6 1011 121 634 L10 T-O' T-O' 8198-05/IT NO — I 06 1011 121 534 L80 W-O' 8'-8' $11"Il /IT NO — I s6 411 911 1 612 L10 Y-O' Y-S' BPS-OBAT NO — I $5 536 530 401 LIDO 10'-O' 10'-8' SPS-OBAT NO — I a6 682 414 492 LIIO 11'-0' II'-S' BPIL-115AT NO ONE I 85 1 s5 1264 410 402 L120 12'-0' 12'-B' SPIL-IB/IT NO ONE I 96 1 $5 1016 Lot 324 L140 14'-O' 14'-e' 811"I4-115AT YES ONE I a5 I 1 s5 1310 Sidi 284 LILO IL'-O' IL'-8' SPIL-I15/2T YES ONE I a5 2 aS 160 900 N4 LI80 IL'-O' 18'-8' SPIL-I8/2T YES ONE I e6 2 w6 160 424 148 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 13'-I1" LONG ARE TO BE PRESTRESSED. - CONTRACTOR TO VERIFY ALL LINTEL SIZES BASED ON FINAL MASONRY OPENING SIZES AND ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING ANY/ALL LINTELS a 4j c U m u J o- I C4 1 o- e is m 0 �m O m q 0 mac°' OC qr 0 t0 E 0 1,11 Q—QCW h O O LLI 7 U O Z W OD ao U O J Q CD� < (L f— r r Q Q Y OD OD # i CNN U O Ir U rr— Ir Uj 3 cn x � L_ Ui fX 3 � N �rIRI M SHEET NO: JOB NUMBER: l9-198 t9 If0 ��%-`_ #5 "bar Vert. Control Joint at 30'-0" max. PLAN VIEW AT AWAWY CM"QL JOMTS mom Typical Masonry Wall Extend Joint reinforcing into concrete column PLAN VIEW Joint Reinforcing uoinat ALL[Cornarsrcing at ALL T-intersections PLAN VIEW PLAN VIEW AT ALL T MT WCTNMs AT ALL CQRNMG TYPICAL CONCRETE BLOCK WALL REINFORCING TO BE DUR-O-WAL DA3200 LADUR JOINT REINFORCEMENT IN STANDARD WEIGHT (9GA) WITH A HOT DIPPED GALVANIZED FINISH. REINFORCING SHALL BE PLACED IN ALL CONCRETE BLOCK WALLS AT IL" O.C. VERTICAL OR EVERY OTHER COURSE OF BLOCK TYPICAL MASONRY WALL REINFORCING DETAILS NTS Contractor to provide proper foundation chairs fof proper steel installation E 0 m 30" min. Corner Steel L d b nts 2" x 6" PT wood secured with overhead door track secured to wood 1/2"dia. x 6" expansion anchors jamb per manufacturer's product approval with 2" sq. washer at 18" o.c. ALL GARAGE DOORS AS SPECIFIED IN PRODUCT APPROVAL ON THESE PLANS. DOORS TO MEET WIND PRESSURE STATED IN PERMIT INFO BOX ON THESE PLANS Garage Door Jamb Detail NTS Southeastern Metals 24 ga 5v Crimp Metal Roofing Installed per product approval FLU 11115., over Polyglass self adhered roofing underlayment over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan \ Simpson HETA 20 or equal hurricane anchor at each true with (10) IOd x I I/2" nails ( 24" o.c.) supporting Max. 1805 lbs. uplift Gely-Alum Metal drip on I" x 4" Drip on I" x 8" Fascia on 2" x L" Sub -Fascia 5/8" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members C-I beyond Smooth finished columns with smooth capital and base all locations 12 5 SLOPE Pre -cast Lintel — See Roof plan for details 5/8" thick light textured stucco on typical concrete block construction SLOPE 2" Porch Section 4 Step PRE-ENGINEERED SCISSOR TRUSSES AT 24"o.c. TYPICAL ( shop drawings by manufacturer ) SEE SECTION FOR BOTTOM CHORD SLOPE 2.5 122 5/8" drywall with smooth finish 1/2" drywall over I" x furring strips at IL" o.c. with R4.2 fyfoil insulation on typical 8" Block walls All drywall is per FBC 102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "IT' only. Provide Dur-O-Rock at al! wet areas (ex. showers, tubs etc...) BI FOYEi� See Door Schedule For Sizes Typical Flooring on 4" concrete slab with fibermesh OR L"xf" #10/10 WWM on L mil Visqueen over clean, compacted termite treated fill Scale 1/2" = 1'-0" R-22 min. of spray foam insulation on bottom of roof sheathing in coinpfiance with ICC-ESR-1824 dated Feb. I, 2012. Install DC 315 Intumescent coating per section 4.3.2 of ICC test noted above to comply with 15 min, thermal barrier requirements. Southeastern Metals 24 ga By Crimp Metal Roofing installed per product approval FL# 11115.1 over Polgglass self adhered roofing underlayment over 19/32" CDX plywood attached to trusses per sheeting attachment diagram on roof plan Simpson HETA 20 or equal 12 hurricane anchor at each truss 5 SLOPE with (10) C.) x I rtin nails PRE-ENGINEERED TRUSSES ( 24" o.cJ supporting Max.e 1810lbs. uplift at 24"o.c. TYPICAL ( shop drawings bg manufacturer ) Galt' -Alum Metal drip on I" x 4" Drip on 1" x 8" Fascia on — 2" x L" Sub -Fascia 5/8" drywall with smooth finch 24" BI O.H I - 1/2" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell Grade 1/2" drgwall over I" x Furring stripe at IL" o.c. with R4.2 fyfod insulation on typical 8" Block walls All drywall to per FBC 102.3.1 and shall meet all pertaining�� ASTM codes. O Mortar to be Type 11 1 onlg. _ Provide Dur-O-Rock at air wet areas (ex. showers, tuba etc...) Fill cell with concrete and (l) #5 bar vert. (typical). Max. spacing shall not exceed 40" unless otherwise noted see foundation plan notes for spacing at openings base 4" concrete slab with fibermesh OR board L"xL" 410/10 WWM on L mil Visqueen over / clean compacted termite treated fill II IIII IIII I �I IIII =-ull IIII=`� -till= SECTION AT BEDROOM Scale 1/2" 2" x 4" top plate 5/8" drywall ceiling on truss bottom cord Z O U w Q 1/2" drywall on U 2" x 4' etude at IL" o.c tL Finish to match existing 2" x 4" P.T. bottom plate 1/2' anchor bolt at Max 12" o.c. and min. embedment with 2" washer 4" concrete slab with fibermesh OR Typical baseboard ("xG' #10/10 WWM on 6 mil Visqueen over clean,compacted termite treated fill Interior Non —Bearing Partition Scale: 1/2" c B q �- a U � to C Q� m oo t— a U u U � Q 119 (r- 119 (r- E cr O `n LL >� I- , `n AW o L_ 4 J0 v � v u;~ d) rn - Q QN Q— n ac w o 0 . 11J :3 O Z W OD 0 Q 00 M < U- H r r Q Q I Z OD M CV (V # � U () V UJ a t+l ~ W 1 L U_ U[ E: o Q � N r� SHEET NO: D-1 OF 6. JOB NUMBER: Meter ELECTRICA FL,4N ELECTRIC NOTES: Sic=ALt: lip I -c� I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors as noted below. 3. Contractor to verify location of electrical service and provider 4. All recessed cans to be installed per NFPA requirements. S. All branch circuits that supply 125v single phase 15 amp or 20 amp outlets shall be protected by combination -type AFCI Circuit Breakers, L. ALL new receptacles to be Tamper resistant AFCI. 7. ALL bath and kitchen and garage receptacles to be GFCI protected. 8. ALL exterior outlets to be WP/GFCI protected. 9. A/C Return Air Balance Must comply w/ F.B.C. Mechanical 5th ed. and 10. A/C Refrigerant Imes that are run thru slabs must be sleeved in PVC II. ALL A/C Equipment shall be min. 13 SEER 12. Provide Disconnects at ALL appliances (water heater, A/C units, and ALL other equipment as required by N.E.C.) 13. A/C Ducts in Garage shall be metal or I" thick minimum rigid nonmetallic Class 0 or Class I duct or other approved material and shall have no openings into the garage. 14. Smoke Alarms shall be installed in the following locations per FBC� R314: 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 d) ALL Smoke Alarms shall be interconnected and hardwired per FBC R314.5 Electrical S mbol Legend $ 1simaw,Paw 8wteh 9Recessed Can LwK Sit I Desble Pow Satoh X Slialluall Recessed Can LWM So I Darer satch .Cr ExAaet Pan Psah button Saiteh Camlinig Mounted Lqht -9 Duplex own Wall Mounted Lght -0 Speaai Ree awie LQK auth Pub Chown (attic) V)A@tpr*O. Grand fault Int"t6l Computer Convection Jack Paver Dupwx owewt Plead Log ® Junetan bat ® fsweenoal Pawl Tliermostat 8 ewetra al Meter Central Vale Aj_q Disconnect © Siseke Detector Cadmg Pan ® Tewvilman Jack Tawphane Jack ® 2 x 4 Flareacent. LVA I x 4 Pwresean0 Lght ID intereae m Himak-Ul, O C 4% Masted Light Does Stow + Pendant Lqht Motion Detector ( Closet W ) ® Carbon Monaade Detector 6 Sdritdrg R ser Legend Sanitary line aT� Beth Tub "P" trap - — Vent Line a� Shower "P' trap r,Y'v-' Lavatory Trap rani Washing Machine Dram r O Sank Trap r' Urinal t -i L Water Closet r Water Fountain Dram Floor Drain Grinder Pump T' Clean out rune 2" Vent thru Root ' + 2" Vent thru mall 2' Pipe Diameter Designation (2' die) NOTES: - ALL sanitary pipe to be Schedule 40 PVC - Slope hall be no less than 1/8" per foot and no more than 1/4" per foot 2" A.A.V. PANEL "Ai' Poles BR Load Wire Description circa circa Description Wire Load BR Poles 2 40 1.0 kw a8 3.5 Ton A/C comp 1 2 AHU a10 3.5 kw 30 2 3 4 2 30 4.6 kw a10 40 gal. water HTR 5 1. Re $1, 12.0 kw 50 2 � 8 1 20 1.8 kw u12 Water Pump 9 10 or or a10 5.0 ke 30 2 II 12 1 20 1.5 ku a12 Range Hood 13 14 Irr pump_ a12 1.8 ku 20 2 1 20 1.2 kin a12 Clothes Washer 15 14 I 20 .81 kw a12 Garage Door Opener 11 I8 Dishwasher 912 1.2 kill 20 1 1 20 1.6 kw a12 Kitchen S.A.C. 19 20Refrigerator a12 1.2 kw 20 1 I 20 1.5 kw a12 Kitchen S.A.C. 21 22 Recepticle a12 — 20 I I 20 a14 General Li htm 23 24 Recepticlo 812 — 20 I — I 20 a14 General Lighting 25 2t. - Recepticle ail — 20 1 — I 20 a14 General Lighting 21 28 Recapticle a12 — 20 1 — I 20 814 General Lighting 29 30 Recepticle ail — 20 1 — I 20 414 General Lighting 31 32 Recepticle a12 — 20 1 — I 20 — a14 General Lighting 33 _ 34 Recepticle a12 — 20 I I 20 a14 General Lighting 35 36 Recepticle o12 — 20 1 I 20 414 General Lighting 31 38 Recepticle a12 — 20 I I 20 a14 General Lighting 39 40 Recapticle, a12 — 20 I I 20 012 bathroom GPI 41 42 Bathroom GP1 a12 — 20 1 PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watte) General Lighting (3, Watts sq..ft.) S,mali, Appliance. Circuit(s). .. ......... ......... ... . Range ..... ......... ......... ......... ......... ......... Ranfle, Hood .................................................. .Refrigerator .......... Dish . Washef.................. ........................... .... Diaposal....................................................... , Clothes„Washer................................. . . . ... . . . . . . . . .Clothes.,Dryer................................................ Water. Heater Water, Pump ................................................... Irrigation,.Pump......................................... ...... .Garage, poor. Opener.......I...........I......I.._...,,..,. 1921 3 51163 2 1,500 3,000 1 12,000 12.000 I 1,100 1,100 1 1.200 1,200 I 1,200 1200 1 1,000 1,000 1 1,200 1,200 1 5,000 5,000 1 4,500 4,500 1 1,800 1.800 1 1,800 1,800 1 810 810 Total Watte 40,313 First 10000 Watts 9100% 1 10,000 10,000 Remainder 30.313 940% I 10 12.149 Electric Heat or A/C 10,000 ets% I I L,500 6,500 Calculated Load Watts 28,L49 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 119.3 Panel Size Required = 150 Amps 2" VTR JIL J 2 2" I I )„ ( LAV-1 am" he A/C disc. 150 (3) #1/0 copper feed AMP I 'h" Conduit �MCB PANEL 2"PVC (FP 2 Copper disc. to t-YL ug seryicp ground to rebar in slab ELECTRICAL RISER NTS , L" E O 11, r-7-2 n C4 w O O V O z w °OD U o a- Q M00 U Q F- (- r < Z I CV CV 6" Q�UVCC=� Ul E /ram V T W N (X0 LL N a aj v Q LL SHEET NO: E-1 OF 4. JOB NUMBER: 19-158 FILE COPY