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HomeMy WebLinkAboutBUILDING PLANHanson Regal/Spanish "S" II Roof Tile FL # 3505.3 nailed to decking with (2) 10d ring shank nails over 90 lb. mop in over 19/32" CDX plywood attached to trusses Per sheeting attachment diagram on roof plan -O" T. A.F.F. E�E 24" 5/8" thick light textured stucco on typical concrete block construction p Smooth finished stucco band 1 i L/ Li FRONT ELEVATION Hanson Regal/Spanish "S" II Roof Tile FL # 3505.3 nailed to decking with (2) IOd ring shank nails over 90 lb. mop in over 19/32" CDX plywood attached to trusses per sheeting attachment diagram on roof plan O" T. A.P.F. 12" die concrete col. block 24" filled w/ cone t (3) US bars vert. w/ smooth stucco_ 5/8" thick light textured / stucco on typical concrete block construction 0 Co RE/4R ELEV�470il 12 SLOPE]6 12 SLOPE o 130 �01SS ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COM iCE REVIEWED BY DATE I - 1 PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE THFSF PLANO AND ALL cgnpOSPO WORK ARE SUBJECT TO ANY COAAECTIONS REQUIRED BY FIELD INSPECTOA8 THAT MAY BE RECES>SAAY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES.' smooth finished stucco band SCALE; 1/4" = 1'-0" SCALE: 1/4" = F-O" ^ONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILS OF THE CONTRACTOR OF RIM . THIS STRUCTURE HAS BEEN DESIGNED AND REVIEWED FOR COMPLIANCE OF - FBC 1606.1.4 FOR ONE OF THE FOLLOWING: INTERNAL WIND'PRESSURE {4e (1aIM WINDBORNE DEBRIS PROTECTION ` IMPACT RESISTANCE GLAZING (Int.) PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 2010 Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Speed: 140 mph ultimate Mean Roof Height: I1'-10" Roof Pitch: 4:12 Internal Pressure Coe icient: ±O.IB Subjectability to damage from; Weathering: Negligible Termites: Vero 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 2A DL+LL; DL+0.6WL; 0.6DL+0.6WL Exp Height Ad j Factor: 1.21 x Load Combo Factor O.L = 0,124 applied below Components ✓I Cladding Wind Pressure (NET) Roof Zone: I. +21.9/-34.6 psf Roof Zone: 2. +21.9/-60.0 psf Roof Zone: 3. +21,9/-89,3 psf Components & Cladding Wall End Zone Width: 5'-6" Components It Cladding Wind Pressure (NET). Wall Zone: 4. +31.9/-41.1 psf Wall Zone: S. +31,9/-50.1 psf Components $ Cladding Wind Pressure (NET) on Garage Door: +31.9/-50.1 psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: 2:12 — raA m I CH E] = Roof Zone I Walls Zone 4 EM = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 ii a` sV� DN��UOZ v i �CA04 Ca Q 0 m v �p c �O — �jOocnNO < �< Up 00 00 E �A 0000000�# I O N CA a C) UWrr 03 __ E!L -II � >~ N Sheet l . OF Comm ti 13-31 A.F.F. 110 12 6 SLOPP�< LEFT ELEVATION Hanson Regal/Spanish "S" II Roof Tile FL U 3505.3 nailed to decking with (2) IOd ring shank nails over 90 lb. mop In over 19/32" CDX plywood attached to trusses per sheeting attachment diagram on roof plan 12 6 ISLOP5< 12 6 ISLOPE RIGHT ELEVATION ■ 5/8" thick light textured ❑ stucco on typical concrete 6. block construction 5/8" thick light textured stucco on typical concrete ' block construction "T. u Hanson Regal/Spanish "S" II Roof Tile FL it 3505.3 nailed to decking with (2) IOd ring shank nails over 90 lb. mop in over 19/32" CDX plywood attached to trusses per sheeting attachment diagram on roof plan Imb 12 SLOPE 16 12 SLOPE 6 12 SLOPE I 6 12 SCALE: 1/4" = P—O" Vj A.F.F. 12" dia concrete col, block filled w/ conc 1 (3) tt5 bare Vert. w/ smooth stucco finish SCALE: 1/4" = V-O" DA q o) aY� I v fQ 1W q) U W El M h• 93 N v �O — ?oocnNO Ca uO CV CV C00M to , E I I U< p(VN in ouil�rr� L)� v fu Q ~U- EIL I LU a— N 716 Sheet 2. OF Comm # 13-31 Square Footage Breakdown Proposed A/C Space = 2698 Sq. ft. Covered Garage = Porch Total = 386 536 sq. ft. sq. ft. 111-4" Floor Total = 3520 sq. ft. 48" Tall Wa O i r 0D 12" dia c filled w/ (3) 4 b ncrete col. block conc $ rs Vert. 0 0 -v- ii 4 Door Schedule m lark Size Door Description A 3'-0" X 8'-0" SINGLE LITE FRENCH w/ SIDELIGHTS B (3) 3'-0" X e'-O" SLIDING GLASS DOORS C II X-C' x 8'-0" SLIDING GLASS DOORS x 8'-0" FRENCH DOOR SINGLE LITE E 2'-8" X e'-O" SOLID CORE - WOOD - 6 PANEL - 20 MIN FIRI F I6'-0" x 8'-O" GARAGE DOOR G 2'-8" x 8'-0" SOLID CORE - WOOD - 6 PANEL H 3'-O" X 8'-O" BI-FOLD DOORS J 4'-01, X 8'-0" BI-FOLD DOORS K (2) 2'-0" x 8'-0" SOLID CORE - WOOD - 6 PANEL L 3'-0" X 8'-0" SINGLE BI-FOLD DOOR M 2'-6" X 8'-0" SOLID CORE - WOOD - 6 PANEL - POCKET N 2'-8" X 8'-O" SOLID CORE - WOOD - 6 PANEL POCKET P 3'-0" X 8'-O" SOLID CORE - WOOD - 6 PANEL - EXTERIOR - 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 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. I I !REF SLEEPING ROOMS PROVIDE AN EGRESS WINDOW WITH A NET CLEAR OPENING OF 5 SO. FT. FOR GROUND FLOORS, 5.7 SO. FT. FOR UPPER FLOORS. OPENINGS SHALL NOT BE LESS THAN 24'H OR 20'W SILL NOT MORE THAN 44" ABOVE FLOOR. GRESS nTEMPERED Flat Ceiling I I i 20'-O" 5'- 4' C I a L s I MASTER 3'-L 12'-0" A.F..F O; M M A S 7ER } B E D R O O M I p Flat Ceiling BATH 34• w h 12'-0" A.F.F I m I Flat Ceiling I - I I 12'-0" A.F.FA_'-,, _ Flat Ceding ci Coffer Ceiing_ uo 12_ _ _ _ _/� 4'-e" 9" 5'-O" c 4" - 8'-O" � -O, I 4' x B' Arch Opening I O O 0 s 5 She - - - Rod t Shelf- iy Interior Bearing Wall Interior Bearing Wall N i 8' Column 25'-O" GREAT ROOM 12'-0" A.F. Flat Ceiling M 7' x I I I I � I 1 8' Column I 136" Wall I l 0'-0" A.F 4'-2" at Ceding 8' olFlumn DINING ROOM 12'-O" A.F-FOL Flat Ceiling r:3e 10'-0" A.F TEMPERED Flat Ceiling H 2'-5" O 5/O I ' 2'I 0" Ln I 00 5 ITH 42 1 6D Mir 4- l v O HBEDROOM #2s I �' BEDROOM #If ea 12'-C" A.F. T142 12'-0" A.FFlat Ceding5'-7„ '-4 Flat Ceiling " A.F.FCeiling Interior Bear - - - - 4' x 8' Arch Opening OO O O O 2'-O" A.F. I II 11 -------- I F O Y E R I'-8" Flat Ceiling I 5' x 8' Arch Openingal l �tpl I Flat Ceiling I 9'-4" fi /n\O//Q fl Interior Bearino Wall __- rOWR 1 0 ° wi" REF I 4„ 10'-0" 5'-5" 2'-8"0" ,I 0" - BREAKFAST Gas Top o KITCHEN BEDROOM #�{ Electric Oven 12'-0" A.F. - NOOK Micro Above `n Flat Ceiling O O LAUNDRY' sI 12'-O" A. u) I O Flat Ceiling �I �I 12'-0" A.F. Fan thru wall 0 -O Al Flat Ceding ° Flat a II N F[T- we�he ll O 0 o O° Oo Oo Oo Oo ❑° Oo ❑° ° Oo Oo Oo Oo Oo Oo Oo O o O O /O ®� O © EGREs II H.B. H.B. Window Top IO'-8' m Window Schedule Mark Size (WxU Window Description I. 3'-1" x 4'-2" SINGLE HUNG 2. 3'-1" x 6'-4" SINGLE HUNG 3. 4'-0" x 1'-6" FIXED GLASS TRANSOM 4. 3'-0" x r-6" FIXED GLASS TRANSOM 5 2'-2" x 6'-4" SINGLE HUNG 6. 2'-2" x 4'-2,, SINGLE HUNG 7. 3'-1" x 5'-3" SINGLE HUNG - EGRESS 8. I'-8" x 4'-2" SINGLE HUNG - TEMPERED 9. 3'-1" x 4'-2"' SINGLE HUNG - TEMPERED 10 3'-1" x 5'-3" SINGLE HUNG - RADIUS TOP - EGRE55 11. 3'-1" x 2'-2" SINGLE HUNG - TEMPERED - 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. 20'-9" 8T-O" FLOOR FLAN So �_7 J "0 GARAGE 12'-O" A.F.F p Flat Ceiling i O N Jll_ IIL-Oil I I ILJIL° D AiC -6" 23'-0" ° I I I I I I I I I I I I I L- - - - - - - - - - - - o 1571 inir=.= J i e v i N TYPICAL NOTES: SCALE 1/4" = 1'- I. Contractor to verify ALL notes and dimensions prior to 18. All exposed attic Insulation materials installed on attic floors shall have a critical radiant proceeding with work. flux not less than 0.12 watt per care centimeter. sa Exposed foam plastic Insulation 2. Contractor to STRICTLY enforce ALL OSHA Requirements. materials exposed on the undrside of the roof deck with F.B.C. Residential Section R314 - or on the attic walls shall comply 3. ALL Lumber to be used as Beam, Rafters, etc.., to have see permit 19. Ggplum board material shall conform to ASTM C36, info box of code edition C19, C475, G514, C630, C931 a minimum 1,400 P.S.I. fiber stress. G960, C1002, C1047,G1177, C1178, C1278, C1395, or C1396 and shall be Installed 4. No dissimilar metals to touch. according to the following: 5 ALL C to d f lab h II b 2500 PSI Fete and w rywa apple to garage wa . 16. Wall and Ceiling shall have a flame -spread classification of not greater than 200 20. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, 11. Wall and telling finishes shall have a smoke -developed Index of not greater than 450 A108.1, A118.1, A118.3, A136.1 and A137.1 21. Cement, fiber -cement or glass mat ggypsum backers in accordance with ASTM C1288, C1325, OR C1178 and mstalred I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. oncre use or s s s a a conc 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 chord of trusses with screws. 7. 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 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 accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R309.1 and R309.2 14. Door betweer garage and residence shall be 1-3/8" solid wood - 20 min. fire rated 15. The Garagedshallbe separated from residence and the attic area by 5/8" type "X" d I I IIll Drywall Thickness Location Orientation Frammg Member Spacing Maximum Max a acln of Fastonare Nail sling option* for installation of drywall into wood framing members 2" x min. thickness Nods Bcrrws Calling Perpendicular 24" III 12" 139a 13/8" long with 19/L4" head 0.098" diaORer x I I/4" long annular -ringed or 5d cooler nail 0.080" di OR 1 5/8" long with 15/44" head Wall° Either Direction 16" g" I6" OR Gyypsum board nail 0,084" din. x 1 5/8 with 9/32" head. Ceiling Perpendicular 2q" 1" 12" 139a 1 5/8" long with 19/G4" head 0.098" diaORter x 13/8" long annular -ringed or Ld cooler nail OR 0.092" dia. xx I l/e" long with 1/4" head Walls Either Direction IL" 8" 1L" OR Gypsum board nail 0.0915" die. x 7 'I/B" wrch 19/L4" head. c p- -0 Y_U[A R oT Q 4uLl Q_ 'J LL ,1 OCIII c� 0 .� O Qto q �13 < �dNN "(j M 00 E 1 1 OQ 00 c)M@ Q � i o# (a to C4 Q) L-�� E Q LL 1 LU .; � W m Sheet 3. OF e Comm # 13-31 Thicken edge to 8"x8" with concrete and one 45 bar continuous concrete slab with fibermesh OR 6 x6 #10/lo WWM on 10 mil Visqueen over clean compacted termite treated fill / a #5 bar Cont. m DETAIL AT GARAGE STEPDOWN Scale: 3/4" = 1'-0" tt5 bar vert, w/ 30" overlap — at each filled cell °E TYPICAL ECTIONS 4" concrete slab with fibermesh OR C I" recess for 6"x6" 410/10 wWM on 10 and Visqueen ovdr`+ waterproofing at slab clean compacted termite treated fill ade ISE; i __ m 16"w x 16"d concrete monolithic footingg with (2) #6 bars coat. III IIII —IIII —III and #5 transverse bars at 82 16" F-16 FOOTING DETAIL SCALE 1/2" Termite Protection for New Construction as per F.B.C. 1816.1 CONTRACTOR TO REFERENCE F.B.C. BUILDING 1816.1 FOR FURTHUR REQUIREMENT% Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backf illing 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 penetrating 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 TERMICIDES shall be applied inside the sleeve per FBC Plumbing 305.1.2 F-CL IDATION FLAN 1-7-7 1'-4" - I \�] REF F2 F-12 I I I 1T-8 I I � I 1 SLOPE 2" I I GRADE 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill I11�111,1;111111II�I1111� 11 1 DETAIL AT REAR SLAB SCALE 1/2" = 1'-0" 89'-4" Filled Cell Masonry Column With One 95 From Footing To Beam. Conc. Fill To Be 3000 PSi See Floor Plan For Location Single Filled Cell Column NTS Ul I I ILLA I I U U LJ �- i-!_!- ILJI I I IlJI I I 0.JI I I IUI I I IUI I I IUi J- �_ �_ i_ U tJ - IJ U i_ i_ �_ 1�I IU ---------------------------------- -------------- -- - ------------- ------ 4' $„ I � p Recess for I _ ower I I � IF _ 1 4" concrete slab with fibermesh OR 2'-6, ; Cx6" #10/10 WWM on 6 mil Visqueen over I ' clean compacted termite treated fill I F-56 ----------- - - - - --- - - - - - - - - - - - - - I----------- F- - 30'-4" � Interior Bearing Wail Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. FIII To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS ---------------------------- o- � I I I �- I I I- 1_ 1 i[ I F-�6 � C ----------------------, L---------------- or Bearinq Wall 1 34'-4" Interior Bearing Wall I F I°------ ---------------------------------------I I F 142 I I I Interior Bearin Wi I I'-4" I 51'-O" 24'-8" `r I 1 4„ Re 4'-4" N I � I , i I 4" concrete slab with fibermesh OR A.H.u. I 6"x6" #10/10 WWM on 6 mil Visqueen over IT-8 I clean compacted termite treated fill n 29' o" I :j 23'-8" I tep F—l6 I I T - 8'1 I I I 1 I o SLOPE 2" ; OD i CIO o - o I ® 4" concrete slab with fibermesh OR F-5� I 1-cdA REF 6"x6" #10/10 WWM on 6 mil Visqueen over ° I ° I clean compacted termite treated fill I vert. . bars I p 4" concrete slab with fibermesh OR I vert. here -------- - - - - -i Gas Top 6 x6 #10/10 WWM on 6 mil Visqueen over, .IF—��� Electric Oven o clean compacted termite treated fill , Micro Above - I Fan thru Wall %\ WASHER Recess for 1-M - 24'-0" I IDmhmaahe DRYER Shower ICE ---- ° F-16 �_ NE - s ------------- �----'----------- - ------------------------- - -- -- ---------------------------- a '------------------ --------ii— —r--� � - - - - --- - - .. i 1 ° a n i I I 1 -ill II IIII 1 i 1 Ilall IL, II -� -� -� -� -�-If..IT i i i _ _ _ ° ° ' ------ e v - - - H.B. H.B, A/C 2'-9" FOUNDATION NOTES: SCALE: 1/-4" = 1'-0" 1. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar vert. at 32" o.c. max. Provide (1) filled cell on each side of openings u to 5'-11" wide. Provide (2) filled cells on each side of openings from b'-�" to q'-II" and Provide (3) filled cells on each side of openings from 10 -O and up Contractor to see plans for any other condition used. Foundation Walls shall have filled cells at 24" o.c, unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction -1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade GAO, meeting ASTM A-16 and A-3S 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 Exterior face of wall 89'-4" Attach door to block wall with 1/4" dia. x 3" tap -cons with min. 1 1/2" penetration at 12" o.c. max ar,i /-" , � *lax from each corner thru Suck k 2 sides $ header D&tall at Exterior Doors NTS 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 1" x 4" PT Buck Exterior face of wall \ I"x4" P.T. Buck D e t a l l at UJ I n d ow S sides g header NTS ITiERi(i11ilTiE TiR'EAI1ilIlE71,111 RiEE�Q,U�IiR 2'-4" E. 1 Footing Mark Size and Description T-8 Thicken slab edge to 8" x 8" with (1) 45 bar Cont. F-12 121lw x 12"d concrete monolithic footing with (2) #5 rebar continuous and #5 transverse bars at 32" o.c. Cbottom) F-16 16"w x 16"d concrete monolithic footing with (2) #5 rebar continuous and #5 transverse bars at 32" o.c. (bottom) F-24 24"w x and 45 16"d concrete stem wall footing with (3) #5 rebar continuous transverse bars at 32' o.c. (bottom) F-42 3'-6"w bottom x 3'-6"1 x 16"d concrete pad footing with 45 rebar at 8" o.c. each steel. F-56 56toLu ) and (1 18 drebar at 24p'adofcooting with (6) #5 rebar at 8" o.c. bottom steel w c 0 T v IV, 3 � .a . V v ill 0 W, 0 El c �O QOD ) .d U) amo � O C N Cl C Op M v 0 E o4 o0u OD d aCyN # � m o W���� 4—) t+l r# 0 t� d LLI E LL t11 u Sheet 04 OF s Comm # 13-31 g F�E,4�1 SCHEDULE Mark Size and Descrietion ON m x �r r I FR00F FLA4N —Typical spice Attach bracing to truss chord using !2) I0d nails in all locations 2" x 4" wood bracing SEE REAR COLUMN CAP DETAIL ON SHEET 1)-� TYPICAL ROOF NOTES: Scale I/4" = I' -O" - Overhangs shall be 2'-0", 1'0" in front unless otherwise noted on t Roof pitch shall be 6:12 unless otherwise noted on this sheet Truss shop drawings to be provided by manufacturer Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER - Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction o- - -Iri- ctor to provide the Architect with truss shop drawings rcluding _._ t,,.!ss :-Ut sheets showing ALL truss reactions prior to S 14RT +` 1-0UND/4TION UJORK for strap and footing sizeyerlficat or. =00F SHEETII�C� 4TTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX PI wood 4. Use nails or screws based on pressure for roof stated in permit into box on these plans for zone 3 s .sh Key Area Edge -Field Fastener Pressure Zone 6' 6 8d ring shank 45 psf Zone 2 -4" 6" Sd ring shank % psf Zone 3 4" -q" 8d ring shank 84 psF * Zone 35 1:8 wood screw 112.5 psf Use nails or screws based on pressure for roof stated 1n permit Info box On these plans for zone 3 Additional Precast Lintel a5 bars Lintel Length Bar Length Clear Span "A" Bars "B" Bars 2'-10" I'_4" 2'-8" 2.43 1, ilk- 3'-4" 2'-2" 2 u3 none SF8-OB/IT BPS-IB/IT 8F8-I5/2T Additional 4'-0" 3'-10" 2'-8" 2,u3 none bars 7, CLEAT 3'-2'" 2.tt none One Row of H" 5'-4" 5'-2' 9 O" 2'a none Block Above 5'-10" 5'-8" 4 6" 2,tt4 none Precast Lintel z 4" 2,tt4 none — Additional CLEAR 45 bars d -�'--6" none 8F14-IBAT 8FI4-IB/2T 8'-9 T-IU' 1'-0 2.4E none NOTES ALL relnforCln steel 1r, rnG3:.0. g g s I. min, coverage of steer 1.5" 2 min, bearmg reamred 5 ea. end=8" 3. standard for remf. s _—ASTN A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) O N Q W NMI LINTEL SCHEDULE Mark Window or Door unit Width Lintel Size Cast -Crete Specirication Rows of "H Block Above Bottom Steel Size Top Steel Size Max. Gravitg Load (PLF) Max. Uplift Load (PLr) Max. Lateral Load (PLF) L22 2'-2" V-C 8F8-0B/IT I a5 3049 1569 1024 L31 2'-4" 2'-8• 3'-I" 4'-0' 8F8-OB/IT _ I tt5 2541 1343 143 L45 4'-5" 5'-10" 8F8-OBIT' - I a5 1105 909 339 L50 5' O" G'-L" 8F8-OB/IT - 1 tt5 1238 835 121 L40 4'-8" T-L' 8F8--0B/IT - I tt5 1011 121 534 L80 V-0" 9'-4" 8F8-I15/2T I tt5 2 a5 152 591 512 L90 9'-0" 10'-4" 8F8-IB/2T 1 a5 2 tt5 L43 530 401 L90B 9'-0" 10'-V 8FI4-I15/21r ONE I its 2 tt5 1533 1183 401 1_I00 10'-0" 11'-4" SF8-I5/2T - I a5 2 tt5 582 494 452 LIoOB 10'-0" ll'-4" 8FI4-!B/2T ONE 1 a5 1 2 a5 131.4 1 1028 452 LI20 12'-0" 13'-4" 8F8-I15/2T - I tt5 2 a5 411 428 324 L120B i2'-O" 1V-4" 8FI4-IB/2T _ ONE 1 45 2 tt5 1015 110 324 L140 i4 -O" 15 -4" AFIL IB/2T )NE I a5 2 aF1250 L09 259 L140 IL'-0" 11 -4" 8F8-IB/2T - 1 )t5 2 tt192 194 LILOB IL'-O' 11 -4" 8FIL-115/2T )NE I tt5 2 a500 194 - ALL LINTELS SHALL BE MIAIDE BY CAST-CRETE. - LINTELS SHALL BE FILLET:) OLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE C,-.TALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LNTELS OVER 19'-0" LONG 4RE TO BE PRESTRESSED. - CONTRAC � OR TO VERIFY . '_L LINTEL SIZES BASED ON FINA. L M ASONR .' OPENING ZES AND ACJUS LJ,'TELS ACCORDINGLi PRIOR T` .iRDERING. ,° NY/ALL NTEL5 �, 711' L v v L `-J HA X M �I Q c� v «� O � v CO — to 11 ,, o. M M y O , vO �QCV(V jo3x oQ Qi O (Y N d) cr UWrr N 4 cn e L •v- v (0 E LL Q ~ LL L .--r N Sheet OF 8 Comm tt 13--3! BOOM �C�-IEDL L Room Label Flooring Base wall Finish Ceiling Finish Crown 1 clg. height Ceiling Notes Foyer Tile 6" wood' Light Textured Drywall Knock -down finished drywall Yes 13'-0. Single Coffer up to 13' - 0" Great Room Tile 6" wood Light Textured Drywall Knock -down Finished drywall Yes 12'-0" Breakfast Tile 6" wood Light Textured Drywall Knock -down finished drywall Yes 12'-0" Kitchen Tile 6" wood Light Textured Drywall .Knock -down finished drywall Yes Master Bedroom Wood 4" wood Light Textured Drywall Knock -down finished drywall Yes 13'-0" Double Coffer up to 13'-0" Bedroom 1*2 Carpet 4" wood Light Textured Drywall Knock -down finished drywall Yes 12'-0" Bedroom 43 Carpet 6" wood Light Textured Drywall Knock -down finished drywall Yes I ' 12'-0" Bedroom U4 Carpet 4" wood Light Textured Drywall Knock -down Finished drywall Yes " 12'-0 Master Bathroom Tile 6" wood Light Textured Drywall Knock -down finished dr wall No 12'-0" Bathroom 42 Tile 6" wood Light Textured Drywall Knock -down finished drywall No 10'-0" Bathroom 43 Tile 6" wood Light Textured Drywall Knock -down finished drywall No 10'-0" Powder Room Tile 6" wood Light Textured Drywall Knock -down finished drywall No 10'-0" Laundry Room Tile 6" wood I Light Textured Drywall I Knock -down Finished drywall No 10'-0" Garage Sealed Conc. 4" wood Light Textured Drywall Knock -down finished drywall No 10'-4" I P: Elevation TEF c PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL ( shop drawings by manufacturer ) (2) Simpson HTS 2 �� hurricane anchor at each s1 f truss ( 24" o.c.) supportingg Max. 2000 lbs. uplift \ ,(2) 2x4' Top Plate Strap studs to plate using Simpson SP4 strap with (6) IOd x 1 1/2" nails in each strap (2) 2x4 studs SYP U2 :a under each t s� with a max \ spacing 24" o.c. 2" x 4" blocking 2" x 4" bottom plate w/ 1/2" dia. threaded rods set in clean predilled holes filled w/ epoxy a 24" o.c. Bolts to have min. 12" embedment into footing 24° Strap studs to plate using Simpson SP4 strap with (6) IOd x 1 1/2 nails In each strap Q 5/8" dr wall ceiling 5/8" drywall on both sides (2) 2x4 studs 4" concrete slab with fibermesh OR 6"x6" '410/10 WWM on b mil Visqueen over clean compacted termite treated fill Tuolcal baseboard 'o - 3" Section VIEW "C'i Lr 0 5/8" dia. nelson studs with 3/4" dia x 1" meads with min. 8" embedment into column W W_ I/2" thick plate VIEW ALL THRUBOLTS TO BE 1/2" DIA. A325 STEEL PL41E PL,4N 12 1.y, . 4 a/ " - - VIEW iiC„ �. E10-// 18 ,. W `\1- -, W } 2, } 5„ 8% 43'q,. r�^ ALL FLANGES TO BE 1/2" THICK 50 KSI STEEL FL4N VIEW "A" VIEW "B" VIEW CCFNE►F CCL1U�IN C.4F E -TAIL ALL BOLTS TO BE A325 STEEL ALL FLANGES AND PLATE TO BE 1/2" thick 50KS1 ,STEEL ypsum wallboard 2 1/2" wood trim • 2"x4" wood Buck Not all oors to be prehung Typical Interior Door Detail NTS gypsum wallboard _ 2 x4 wood Buck reinforce cornersb, Not@; metal top track no track a bottom bi--fold door of door, use fir. bracket a pivot Head gypsum wallboard "-,.reinforce corners \ �bl-fold door Jamb 2"x4" wood Buck Typical BI—Fold Door Detail NTS "board wood trim )re -hung pocket door Typical hoc: &t Door D&tall NTS Owner. specified VIF=W "D" - 5&(f SCCtion Singl Cof f �'r �,�Iling D�t�II Scale 1/2"=1'-O" 5/8" drywall ceding / (2) 2" x: 4" top plate Simpson HTS-20 at each truss �- uss with (24) IOd x 1 1/2" nails Strap studs to plate using Simpson —SP4 strap with (4) IOd x 11/2" reads in each strap S/8" type "X" dryywall on x 4' studs at 16" o.c. v II "trap studs to plate using Simn­ SP4 strap with (6) IOd x 1 I%2" iads in each strap Z" x 4" p.t, bottom plate with 1/2" anchor bolt at 32" o.c. and min. l" embedment with 2" washer Typical baseboard 4" concrete slab with fibermesh OR Cx6' 410/10 WWM on 6 mil Visqueen over \ clean compacted termite treated fill .. I6"w x W'd concrete monolithic rootingwith (2) 45 bars Cont. and 44 transverse bars at 32" ox. T_ Ic p cal Interior Bearing Partition kale: 1/2" = I'-O" aJ v v v d) N C E U rz rz `o U Ql c a a to v N C I o� aT > d- D un Q (Q (� QUO 'jN O 1L N m 4O Q _ — `?win NO vQu)oo (0O c cv cv v U z 0000 E I Q � I- ccoro aro @ °('4N to U N cv v •9 +� rr�er ulrr(Q er .-� N tll V Q) E LL �4 �LL I LU L v Ill Sheet D OF 8 Comm tt 13-31 nts Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light Double Pole Switch ® Eyeball Recessed Can Light Dimmer Switch -0- Exhaust Fan a Push Button Switch Ceiling Mounted Light Duplex Outlet ♦ Wall Mounted Light Special Receptacle Light with .Pull Chain (attic) '8 Waterproof„ ground Fault interrupts @ Computer Connection Jack ® Floor Duplex Outlet Flood Light ® Junction Box m Electrical Panel Q Thermostat IEE�l Electrical Meter cv Central Vac AC DISC A/C Disconnect ® Smoke Detector Ceiling Fan H.B.i — — — — — _ — Tv Television Jack I Affi 'REF 11 - - - - - - - - - - - - - - � ItvP aTelephone Jack ® 2 x 4 Florescent Light I I \\ Neat / \ I I/------------ —\ \l � 3F ig WTO I all II/ D� I x 4 Florescent Light Intercom / \ / /I \ \ I S T E / SPKR Speaker Hook -Up O Ceiling Mounted Light Dome Style- / \♦ �' i - 1 \ \ \ \ I C L Q S E T -- - - -- lectric _ * Pendant Light ® Motion Detector ( closet fight) / \ Blinds I I - T- - tuf / -�i p Carbon Monoxide Detector - - _ t� S /IiE I� ` MA T . II ®,-- BATH Tou (2) 44 copper feed (1) 44 copper feed 1410 cu ground 2" PVC Conduit 12 CIR 200 SUB ML PANEL 6OA 2" PVC ( FPL A/C disc. &.72 PANEL 1ETER _(2) 42/0 copper feed (1) 1*1/0 copper Feed 14 cu ground 2" PVC Conduit 42 Copper to FPL ug servlc ground to rebar in slab ELECTRICAL FISER ^ NTS r F7 L 1 \ PANEL "A" Poles BR Load Wire Description circa circa Description Wire Load _ OR Poles 2 40. 1.0 kw #8 A/C comp 1 2 AHU 010 3.5 kw 30 2 3 4 _ 2 30 4.5 kw #10 40 gal. water-HTR 5 C Ran a #6 12.0 kw _ 50 2 i e 1 20 1.8 kw #12 Water Pump 9 10 Dr er #o 5.0 kw 30 2 11 12 1 20 1.5 kw #12 Range Hood 13 14 1 PPum 912 1.8 kw - 20 2 1 20 1.2 kw #12 Clothes Washer 15 IL _ I- 1 20 .81 kw #12 Garage Door opener ri 18 Dishwasher $12 1.2 kw 20 1 r1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Refrigerator a1.2 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 21 22 General Lighting #12 20 1 1 20 912 General Lighting 23 24 General Lighting #12 20 1 1 20 912 General Lighting 25 24 General Lighting 412 20 1 1 20 912 General Lighting 21 28 General Lighting 012 -20 1 1 20.. -#12 General Lighting 29 30 General Lighting #12 _ 20 1 1 20 #12 General Lighting 31 32 Bathroom GFI 412 20 I I 20 412 General Lighting 33 34 Smoke Detectors 1110 2.8 kw 30 1 1 20 #12 General Lighting 35 36 Porch Refidgerator 1 20 — #12 Bathroom GPI 31 38 Smoke Detectors spare 34 40 S are spare 41 42 spare - PANEL "A" LOAD CALCULATION SHEET Load Description Gatti. Watts TotalfWatts) General Lighpng,.(3, watts sq, f0 Small Appliance Circmt(s) Range Range. Hood, Refrigerator .. Dish Washer Disposal Clothes..Washer . Clothes ,Dryer, Water Heater Water Pump. Irrigation .Pump Porch Refrigerator Garage Door Opener Wine Cooler 2598 3 1,194 . 2 1.500 3 000 1 5,000 5 000 1 1,100 I100. I 1,200 1200 . 1 1,200 L,200 1 1,000 1000 1 1,200 I 00 1 5.000 000 4,500 4500 I 1,800 I,800' 1 1,800 1,800 1 1,200 L400 1 810 810 I ,200 1,200 Total Watts 31.804 First 10000 Watts e100% 1 110,000 10 000 Remainder 31,804 04070 1 O 15,122 Electric Heat or A/C 10,000 9(5% I 14,500 4,k00 Calculated Load Watts 3I 22 Voltage 40 Calculated Wattage Divided by Voltage = Total Amps 132. Panel Size .Required = 200Amps War ©O it I\ \ I - _ _4_ x 8' Arch, Opening' \ s1' A. F.F Tv T eT A.F.F. _ _ I �-- I LIP CI = C T Interior Bearing Wall CC 8' oluinn H.B. I I I OU I I I 1 BEDROOM U2'\ I IS es I ;'�/BEDROOf�'3 I / � nterior Beann wall FT -_-_-_- Interior Bearing Wall Huimes 4' x 8' Arch Opening II Ir _-_-___7_\, - RB FOYER I I r I I I I 5' x 8' IArch Openings) I - _ I I I /--- - - - - -- - 1 18' x 10' Arch Opening-_______ ----- -------- I nterior Bearin4j wall wP GFCI 1 / , IZSI INN �PEl­- _ _ GFCI GFCI GFCI GFC-------------- I-ter I \ Mu -I I \ 8' Col�irr' X-C \ \ I I c cl \\ GREAT FZ71 k Electnc 32"wall 1 DINING ROOM ,'j F Ind 1 \ I� I I \ 1511M \ - Locate bil owner I _ — _ 2i-8" x 8' 1 \ -- - - - - - _ Arch Opening \ I I 8' Column n I I \ II (IDP FCI ":' /__`'/// 5 She g /i \\ FCI Central vac I I DooFe �~ Above I I / = _ - _ - 1 ( Below I 1 /' / 1 Oper er — — — — =_ =I I Cabinet Ili R �(�''j — — I / I O (;ry Provide Electric 1 Lights P" �./ / /. I For Liffac Per / I i I Manufacturers Specs I C c;a5 Top KITCHEN \\\ to e ANDRY ;/ II GFCI - Afic Electric Qven \ I I I II BREAKFAST hru WW��_______� - ------ mASHeR I IBEDROOM #41 ZN I I L------------ N O O i/ PEI shwawhe DRYER iF I,FCI I CI PCI I Ii4iFCl H.B+ Indow Top ...ELECTRICAL FLAN ELECTRIC NOTES: SCALE: I/ 4" = I'-O 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. 5 : Recessed cans to be installed per NFPA requirements. 6 :.ALL ';Branch Circuits that supply: 125v single phase 15' amp or 20 amp outlets shall be protected by Combination -Type AFCI. Circuit Breakers. 7:::Tamper resistant AFCI receptacles to be Installed in. ALL. rooms Kitchen, Bathrooms, and Garage. 8,.: ALL bath and kitchen and garage receptacles to be' GFCI. protected. CI ALL exterior outlets to be WF/GFCI protected. 10: A/C Return Air Balance Must comply w/' F.B.C. Mechanical 20I0 ed. and current version of any supplements to the 2010 ed..` II.: A/C Refrigerant lines that are run 'thru slabs must be sleeved .in PVC 121 ALL A/C Equipment shall be 16 SEER 13 Provide . Disconnects at ALL appliances (water heater, A/C units, and ALL other equipment as required by : N.E.C.) 1,4.' A/C. Ducts in Garage shall be metal or I" thick minimum rigid nonmetallic Class O or Class I duct or other approved material and shall have no openings into the garage. 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 or: the dwelling "shall * ALL. Smoke Alarms be interconnected and hardwired'..* 1 2" U.C.Vent A LAV-1 tr KITCHEN 2" r� 2„ 2„ LAUNDRY SANITARY RISER r OE N A/CAC DISC H.B. #I 2" U.C.Vent FORC'H 12, 3" VTR SINK-1 I II MASTER BATH r, BATH 42 3„�\ 12" LAv-1 2" JBT-I I \ \ �•� 3' I 2 L�j° I2 LAVA IS" Av-1 \1„_v1 II.L we-i Photo Sensor Photo Sensor ( ;:onnect to =,euier line nts 0 IL N ri 0 C CO L > 00 Lo cQNNCCA N Q °V � :3 ao oQ �Q O�OrO(a tt Q.1 ory�T# I 1) W r U.J Q1 ad L _ L_ M ELL 'V Q ~ LL v L0 Sheet E OF 8 Comm # 13-31 Electrical S mbol Legend ► S Single Pole Switch ® 1 Recessed Can Light 53 Double Pole Switch ® Eyeball Recessed Can Light Dimmer Switch -0- Exhaust Fan PB Push Button Switch Ceiling Mounted Light Duplex Outlet Wall Mounted Light Special Receptacle Light with Pull Chain (attic) =Fl Waterproof, ground fault interrupts © Computer Connection Jack ® Floor Duplex Outlet Flood Light ® Junction Box I:= Electrical Panel TO Thermostat ri=� Electrical Meter ev Central Vac Accic A/C Disconnect Q Smoke Detector w Television Jack Ceiling Fan rTelephone Jack ® 2 x 4 Florescent Light I x 4 Florescent Light LI Intercom SPKR Speaker Hook -Up Q Ceiling Mounted Light Dome Style ♦ Pendant Light ® Motion Detector ( closet light ) CM Carbon Monoxide Detector A/C disc. (3) #3/0 copper feed I 00 #6 cu ground AMP 2" Conduit PANEL 2" PVC l FPL ___�42 Copper to FPL ug servic ground to rebar in slab ELECT IC/4L RISER NTS PANEL "A" Poles BR Load Wire Description circ# sire# Description Wire Load BR .Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 6 Ran a St.12.0 kw 50 2 8 20 1.8 kw 1 #I2 Water Pump 9 1 10 Dt er #10 5.0 kw 30 2 I 12 1 20 1.5 kw #12 Range Hood 13 14 Irr.. pump #12 1.8 kw 20 2 1 20 1.2 kw #12 Clothes Washer 15 16 1 20 .81 kw 912 Garage Door Opener 11 18 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Refrigerator #12 1.2 kw 20 1 20 1.5 kw $112 Kitchen S.A.C. 21 22 General Lighting #12 20 1 1 20 #12 General Lighting 23 24 General Lighting #12 20 1 1 20 #12 General Lighting 25 26 General Lighting #12 20 1 1 20 412 General Lighting 2'1 28 General Lighting #12 20 1 1 20 #12 General Lighting 29 30 General Lighting #12 20 1 - 1 20 #12 1 General Lighting 31 32 Bathroom OF[ #12 20 I 1 20 #12 General Lighting 33 34 Smoke Detectors #10 2.8 kw 30 1 _ 1 20 #12 General Lighting 35 36 Porch Reridgerator 20 W2 Bathroom GFI 1 31 38 Smoke Detectors spare 1 39 1 40 spare spare 1 41 42 stare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting. (3 watts sq. ft.) Small_ Appliance Circuit(s). Range ..... Range Hood Refrigerator, Dish Washer Disposal Clothes. ,Washer ,Clothes Dryer..... . _ .. . .. . ..... . _ Water Heater .. Water Pump ... .... Irrigation Pump Porch Refrigerator Garage. Door Opener Wine Cooler 2598 3 1,194 2 1,900 3,000 1 5,000 5,000 1 1,100 1,100 1 1,200 1,200 1 1,200 1,200 1 1000 1,000 1 1,200 1,200 I 6,000 5,000 I 4,500 4,500 1 1,800 1800 I 1,800 1,800 1 1,200 1,200 1 810 810 I 1,200 1,200 Total Watts 31,804 First 10000 Watts e100% 000 10,000 Remainder 31,804 $40% LLiR 15,122 Electric Heat or A/C 10,000 945% 00 6,500 Calculated Load Watts 31,622 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 132 Panel Size Required = 20OAmps WP GA n ri G 071 1 1 \\ I I I----------------\ \ I 1 MASTER - _� ' CLQSET ' Elsctnc I I � I I Binds ----- I I 1--, I i I CM I II \ _ - _ -4' x 8' Arch Opening ArN ®l' A.F.F. T ®7' A.F.F, - - - - - - =_ I wP CI A vTV Interior Bearing Wall It�tv I 1 / 1� I -'-----------��"'® I � / / I I I � 1 \\ GREAT ROOM \ Electric \ bg Owner \- - - - - - - - - - P FCI -1 Above G 1 1 I ! below cabinet / I Lights X-: ;- - Gas Top // KITCHEN \\ Electric Owen \ Mlcr .��ove \\ SRE.,AKFAST n thru_W7j®.__--_-_�-------- NOOK I_(t - - F - Dishwasher FCI FCI CII FCI GFCI H.B. LUlndoW Top 10'-8 ELECTRIC/4L FL/4\ O olumn PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK - UP IN ALL SLEEPING AREAS AND STAIR LANDING WIRED SO THAT THE ACTIVATION OF ANY DraTECTOR WILL ACTIVATE ALL, / A CARBON MONOXIDE ALARM SHALL BE INSTALLED IN ACCORDANCE WITH FA.C. RULE 04D472 WITHIN TEN FEET OF EACH ROOM USED FOR SLEEPING PURPOSES, OE VP FCI BEDROOM :4 I I I I I I 1 IQ' x 10' Arch Opening _ _ _ - - - I I V�1I 8, colwfr �I ln. wall i DINING R001i 2-e' x 8 Arch Opel 8' Column �t 1 � I WASHER BEDROOM 941 7_1_ DRYER F__1 I O I ELECTRIC NOTES: SCALE: 1/4" = 1'-0' 1, Use coppper wire onle} 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. Recessed cans to be Installed per NFPA requirements. L, ALL Branch Circuits that supply 125v single phase 15 amp or 20 amp outlets shall be protected bg Combination -Type AFCI Circuit Breakers, 1. Tamper resistant AFCI receptacles to be Installed In ALL rooms Kitchen, Bathrooms, and Garage, 8. ALL bath and kitchen and garage receptacles to be GFCI protected. `l. ALL exterior :outlets to be WP/GFCI protected. 10. A/C Return Air Balance Must comply W/ F-B,C. Mechanical 2010 ed. and current, version of ang supplements. to the 2010 ed. 11. A/C Refrigerant lines that are run thru slabs must be sleeved In PVC 12. ALL A/C Equipment shall be IL SEER 13. Provide Disconnects at ALL appliances (water heater, A/C units, and ALL other equipment as required by N.E,CJ 14, A/C Ducts In Garage shall be metal or 1" thick minimum rigid nonmetallic Class 0 or Class I duct or other approved material and shall have no openings Into the garage. 15. Smoke Alarms shall be Installed In the following locations.:, a) In each sleeping room. b) Outside each separate sleeping area In the Immediate. vicinitg of the bedrooms. c) On each additional storg of the dwelling ** ALL Smoke Alarms shall be Interconnected and hardwired ** j 1 , 2• u.c.Vent IL LA -1 KITCHEN11 2° r. 1 \ I \ I 1 I I / I / _ I BEDROOf�' �3._ CM s Interior Bearin Wall Ty w es 4' x 8' Arch Opening SB r ---------�-I FIB I I 6' x 8' ,Arch Openingal I I IFOYER I I I I I Interior Searin Wall wP GFCI �PB- _ _ GFCI GFCI GFCI GFCI �M // \\ _ G A R �4 ------------ A,H.U. emu- I I GF ' I x u i 1 X PC � \ 7E I\ I I I &F 5 Shelve I FCI C©ral Vac I I I Garage Door Opener Provide Electric For Lift per / Manufacturers Specs I � � X / GFCIX I l I I • � I m iIM I® mmwm ��.® A/C I AC DISC(TP GFCI #1 2 2" 3" VTR 12„ .i SINK-1 2" 12 12" LAV-11 13„ �\ j} - 2 SINK-1 1 2„ 13i BATH U 3 I �� 2n WM-1 I 2" 2„ 3, we-1 3" 2" 3" 1" 12" 1 3 LAUNDRY I I I 12„ I LAv- 3° I 1 3" we -I 2" C.o. 2 SANITARY RISER II m = _V fu- .4 U Q Photo Sensor L Photo Sensor 1 Av-i 2'J i C.V ant 04 (41 PORCH v° c Co 3" VTR iINK-I I L L ... ... _ � ` > OD m W o < Q) ,� Ln (Z rp o MASTER ro °°E � � I I oQ �� r, �2"3ii; ��.SATH BATH 2 v�-oryN 2,� 12' WC-1 ^I� IQUiWr��� L_ •Ni ty�'aT- I 3 I J 3'� 1 N m AV -I 2' 2" 1 \ 13T- 12„ � 4j urvxia J 2' LAV-1 3,� BT LAV'1 13 WC-1 _ ru LL E IL � N 3„ C.O. 3" GARAGE Connect to sewer line r--_ nts Sheet OF 8 Comm # 13-31