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HomeMy WebLinkAboutBUILDING PLANO LEFT RIGHT 12 6 SLOPP� 5/8" thick light textured stucco on typical concrete block construction ELEVATION u I Metal Sales Mfg. Inc. Vertical Seam Metal Roofing Installed per FL 411560.11 over Polyglass Self Adhered roofing system installed per FLU 5259.1 over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan �I IM I_ _I I_I omi I_I I_I I_I I_ ELEVATION Metal Sales Mfg. Inc. Vertical Seam Metal Roofing Installed per FL 911560.11 over Polyglass Self Adhered roofing system installed per FLU 5259.1 over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan 5/8" thick light textured stucco on typical concrete block construction 12 SLOPE 14 sty SCALE. 1/4" = P-O" SCALE: 1/4" = I'-O" A.P.F. Too I N N IO a.It QQ vv rnrn CID nU�r i j o o— ui�m+� (0 cn cn (L 40 N 914 111, I— W T U W d C) 00 o a� 000 H w o (0 i LL U- .' N r � 4j N DATE DRAWN W I-2f—I� DRAWN BY: A.B.K.tC.C.U, CHECKED BY: ED. R.B, MODEL: Q Q SERENITY 2 CAR GARAGE SHEET 2. w OF 8. JOB NUMBER: r=4 18-30 O —� _N 12'-0" H.B. O ao 0 0 0 ©o gCLOSUR iv IOU �n Flat elfin 10'-0" A.F.F. framel ss glass SECOND MASTS NTH 0 o a 0 0 0 0 o a o©o 1 12' 0„ r I 24" --------- N o aI - o �o I FAMILY I V A/C 12' - O" SECOND MASTER BEDROOM ROOM o I I I I N m 4'- I Coffer Ceding I 0 l I I I I I I I I L C-2 4" Flat Ceiling PAN Y ABI ET KITCHEN - -� i o o I o O I IT-O' 10'-O" A. . m Flat Cedin I io I ----i ILlJ O/i C-1 o C-1 LIVING ROOM 10'-0" A.F. Flat Ceiling a 1 O C- �O O HU R = M # r„ N f' BEDROOM 4 � �3' " 3'-2° N DINING r ROOM r----- 10'-0" A.F.F. p o 10'-0" A.F. VV Flat Ceiling Flat Ceiling 12 -O A.F. m I Flat Ceiling O m a 6'-2" STUDY N UNDR Y O © O 0 MT Flat Ceiling 12' - O" o W.H. O A MT O O O T O O ° ° F2 x 54" Attic • Access with light I 0 hand pull dawn stairal _ L _ _ - - - J O ffi O r C-4 N OI a 3 `Nl N O CO 2'-10" N .w 22'-O" C-4 in m I N 5'-7" 9- GARAGE 12'-2" i C-1 i'-2" MASTER BEDROOM N Coffer Ceding p 24" 8,_8 _101-0" F Flat Celli g G I 5'-< 00 F TUB OU N O MASTER BATH 12 8 I Flat Ceiling 24" FLOOD' FLAN TYPICAL NOTES: SCALE 1/4" = I'-O" I. Contractor to verify ALL notes and dimensions prior to proceeding. with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 3000 PSI concrete, and ALL Concrete used for vertical filled cells, continuous, tie beams etc.. to shall be min. 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. 1 ALL wood in contact with concrete shall be pressure treated, 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Pan it 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 between garage and residence shall be 1-3/8" solid wood - 20 min. fire rated 15. The Garage shall be separated from residence and the attic area by 5/8" type "X" drywall applied to garage wall. Square Footage Attach door to block wall with First Floor A/C = 2-141 sq. ft. 1/4" did. x 3" tap —cons with min. Covered Porch Total = 402 sq. ft. I I/2" penetration at 12" o.c. max Garage = 482 sq. ft. and 6" o.c. max from each corner thru Exterior face Total Under Roof = 3625 sq. ft. I" x 8" FT Buck of wall V I"x8" P.T. Buck 2 sides & header Detail at Exterior Doors NTS Attach window to block will with 1/4" did. x 3" tap —cons with min. 1 1/2" penetration at 12" o.c_ max and G" o.c. max from each corner thru I" x 4" PT Buck Exterior face of wall P.T. Buck 2 sides & header Detall at Windows NTS ypsum wallboard wood casing 2"x4" Wood Buck Note: all doors to be prehung plcal Interior Door Detail NTS gypsum wallboard 2"x4" Wood Buck reinforce cornersb:: la llote: metal top track no track s' bottom bI-fold door of door, use fir. bracket a pivot Head wood Casing gypsum wallboard -,,.reinforce corners bi-fold door Jamb 2"x4" Wood Buck 7Lpical Si —Fold Door D&tall tgOD tr1 a-O UL o o ao r 1130 -0- o 88— to tAtq (L co I co a M j I N v L!► Rs!TTLOW Go M in a".v r- c co cif .� u tV tt1 M t4 t4 p- v r- U_ IL N c O N > CD 00 c .: oL 00 0 � a N -=' w c S co M s� N O� U N M 0 4:1 -UwHw 04 U Coon N cv � W ul o O w= �o Z LLI LA aD O > o, �X d NN 00ODs U 2 Q I � NN OD 00 # z o� N O of of .o U a m — W X 03 U LUN�u4� N Q � N t_ DATE DRAWN 1-24-14 DRAWN BY: A.B.K.�C.C.U. CHECKED BY: D.R.B. MODEL: MODIFIED SERENITY 2 CAR GARAGE Q SHEET w 3. OF 8. JOB NUMBER: G�1 18-30 NTS Onc UJlndow Schedule Mark Size Window Description I. 3'-0" x 6'-O" SINGLE HUNG 2. 4'-0" x 5'-0" SINGLE HUNG - EGRESS 3. 3'-0" x 2'-0" FIXED GLASS 4• 4'-0" x 2'-O" FIXED GLASS 5. 6'-0" x 2'-0" FIXED GLASS 6• 3'-0" x 2'-0" SINGLE HUNG 1. 4'-0" x 2'-0" FIXED ELIPTICAL TRANSOM 8. 3'-0" x 3'-6" FIXED GLASS 9. 3'-O" x I'-6" FIXED ELIPTICAL TRANSOM - 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. Door Schedule Mark Size Door Description A 3'-0" X 6'-8" FOAM FILLED FIBERGLASS 6 PANEL B - - 16 O X 8 O GARA E G DOO R C 2'-8" X 8'-0" FOAM FILLED FIBERGLASS 6 PANEL D (3) 3'-0" x 8'-0" SLIDING GLASS DOOR E (2) 4'-0" X T-O" SLIDING GLASS DOOR F (2) 3'-0" X 8'-0,, SLIDING GLASS DOOR G 2'-6" X 6'-8" SOLID CORE INTERIOR DOOR H I'-8" X 6'-8" SOLID CORE INTERIOR DOOR J 2'-8" X 6'-8" SOLID CORE INTERIOR DOOR K 5'-0" X C-8" BI-FOLD DOOR L 4'-0" X 6'-8" BI-FOLD DOOR M 6'-0" X C-8" BI-FOLD DOOR N 2'-0" X 6'-8" POCKET DOOR P (2) 2'-6" X 6'-8" SOLID CORE INTERIOR DOOR R 2'-6" X 6'-8" BI-FOLD DOOR S T 3'-0" X 6'-8" 20 MINUTE FIRE DOOR U 2'-6" X 6'-8" SOLID CORE INTERIOR DOUBLE DOOR V 2'-0" X 6'-8" SOLID CORE INTERIOR 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'-O" 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. SEAL CONCRETE BLOCK AT DOOR AND WINDOW OPENINGS WITH CONCRETE SEALANT PRIOR TO BUCK INSTALLATION PER FBCR 103.8 0 N AiC 30'-8" 17-4^ 6'-4" 12' F-36 m`^ r N JE)l 0 000a _ -- -------------------1 ,UR 5F-14 L i 1 12'-0" N ill 1 o C-I I I I Recess for MI Shower �I HI IL tep I ° I I = I I N I I N I 4'-4° I F-36 F-36 4" concrete slab with fibermesh OR 1 r , C-I r CXC #10/10 WM on 6 mil Visqueen over I r 0 00 clean compacted termite treated fill L �- E) I I — — — — — T-g — — � 12' -2" F-16 F- P, L C —1 -i L -11 r— I'-O" 14'-0" �I If- O I Ti C-21 1 L O DD I I L — F-52J F-16 I I - - - 1 ° I 0 I 0 o I I 4" concrete slab wi h fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over ---' clean compacted termite treated fill I 13'-2" 1 1 r — — — —- I I C-2 I 1 I-„ # u X 1 1 II I 1 L 1 I — — F-42-i I -i II-i I O 1 Q o F-14 N See detail at — — — — — — — F _16— — — garsge step down N _r_ _r_ JF74w�. I on this sheet — Q Q T T T T Q Q N Q I�, _ r———————— — — I I. 2'-Id 0 1 aI o 0 0 I I U- I I 1 I 4" concrete slab with fibermesh OR 1 1 CxC #10/10 WWM on 6 mil Visqueen over I 3 1 clean compacted termite treated fill I I I� I 1 I I I I �1 I I I I SLOPE 2" 1 �I I I I I I _77 -T In. IMI ITI Ti- T-r@ i I � 1 � b 1 T 8 F-24 N lb J-T/-z (V F-24 C-4 INJ �I II LL Recess for 1 Shower - #5 bar vert. w/ 30" overlap at each filled cell Grade °E TYP ECTION 4" C 6"x. #I clean e FOUNDA710N FLAN FOUNDATION NOTES: SCALE: 114" = 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 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'—II" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) (o. 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 6O, meeting ASTil A-16 and A-35 specifications. ALL Anchors to be A-307 steel. 1. 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 TART OF FOUNDATION WORK for strap and footing size verification. SEE TYPICAL 4" concrete slab with fibermesh OR SECTIONS 6 xl 910/10 WWM on 10 mil Visqueen over 4/ clean compacted termite treated fill a #5 bar Cont. 4" concrete slab with fibermesh OR au CxC #10/10 WWM on 10 mil Visqueen over i4 clean compacted termite treated fill c3 °� Grade ..... IIII IIII— 1("w x 16"d concrete monolithic 12" (2) #5 bars Cont. bottom steel footing with (2) #5 bars cont. and tt5 transverse bars at 32" o.c. I6" I6" DETAIL AT GARAGE STEFDOWN F-I6 FOOTING DETAIL Scale: 3/4" = 1'-0" SCALE 1/2" = I'-O" Filled Cell Masonry Column with One 45 From Footing To Beam. Conc. Fill To Be 3000 PSI See Floor Plan For Location with fibermesh OR on 10 mil Visqueen over termite treated fill I I 1 I 11..I See foundation l u plan for footing size GARAGE CURB DETAIL SCALE 1/2" = I'-O" Single Filled Cell Column NTS Footing sc: UI& mark Size and Description T-8 Thicken slab edge to 8" x 8" with (1) #5 bar Cont. F—I 16low x and U5 16"d concrete monolithic footing with (2) #5 transverse bars at 32" o.c. (bottom) rebar continuous F-24 16low x and #5 16"d concrete transverse monolithic footin with (2) #5 bars at 32" o.c. bottom) rebar continuous 3611w x bottom 36"I x 16"d steel. concrete pad footing with 1*5 rebar at 8" O.C. each F-42 4211w x bottom 42"1 x 1i�"d steel. concrete pad footing with U5 rebar at 8" o.c. each F-52 52"w x bottom 52"1 x 16"d steel, concrete pad footing with U5 rebar at 8" O.C. each 00 � C M M oo 00 N N N ' H w c 00 M U C& N M Rl�A tu= 0 ^' � j �n n N N 1L(MW o O W13 O .zwLn00u o 646 XX Q OD00 u 4 r- r Q z N ( (OD -4xt N N O (A �VOrr3v -QWU "yam 3 N � IL N LPL N v DATE DRAWN DRAWN BY: CHECKED BY: 03 D.R.B. MODEL: MODIFIED SERENITY 2 CAR GARAGE Q Q SHEET JOB NUMBER: 0 18-30 Metal Sales Mfg. Inc. Vertical Seam Metal Roofing ROOF SHEETING ATTACHMENT DETAIL I_ Minimum Nail Size = 8d ring shank (min. 2" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgwood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 K ezZone Area Edge Field Fastener Pressure I 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank % psf Zone 3 4" 4" 8d ring shank 84 psf H�7/ ** Zone 3a 1 6" 6" 1t8 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Additional 45 bars f `�.�.��•r' '� CLEAR Precast Lintel 8F8—OB/IT CLEAR ,,'; �. +. covER One Row of Beam c.u'. Block Above --i Lintel Lintel Bar I Clear Length Length Span 2'-10" 2'-8" I I'-6" 4'-0" 5'-2" i i 7-6" T_O„ 2_2" 2'-8" 2A3 2,#3 2,#3 2,#3 2,#3 2,44 2,#4 2,#5 :rrr none none none none none none none BPIL—(BAT 81=16-6/2T 7-0" I 2,45 none NOTES: I. MIN. COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED a EA. END = 4" ALL reinforcing steel is grade 60. 3. STANDARD FOR REINF. STEEL = ASTM A615 GRADE 60 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or DoorBM Unit Width Lintel Size Cast -Crete Specification Pre- Stressed Row& of Block Above Bottom Steel Size Top steel Size Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max Lateral Load (PLF) L20 2'-0" 2'-2" 2'-10" 8F8-OB/IT NO — 1 #5 3069 1549 1442 L31 2'-0 2'-8" 3'-I" 3'-9" SF8-OR/IT NO 1 #5 2541 13L3 iL3 — L45 4'-ry I 5'-I" 8F8-OBAT NO 1 #5 1 1349 1016 1 411 — L50 5'-0" 5'-8" 8F8-06/IT 8F8-OS/IT NO — 1 tt5 1105 909 339 L40 4'-8" C-8" NO — 1 #5 1011 121 534 LSO T-O" T-O" 8F8-05/IT NO — 1 #5 1011 121 534 L80 8'-O" 8'-8" 8F8-05/IT NO — 1 #5 499 591 512 L90 9'-0" 9'-8" 8F8-OS/IT NO — 1 #5 535 530 401 LI00 IO'-O" 10'-8" 8F8-OB/IT NO 1 #5 582 414 452 — LIIO 10'-0" li'-8" 8FI4-I5/IT NO ONE 1 #5 1 1 #5 1254 410 402 LI20 12'-0" IT-S" 8FI4-I5/IT NO ONE 1 #5 1 #5 1015 406 1 324 LI40 14'-O" I4'-8" 81=I6-(BAT YES ONE 1 #5 1 tt5 1310 519 284 L140 W-O" IL'-8" 81=16-8/2T YES ONE 1 #5 2 tt5 950 Soo 194 LI80 IL'-O" 18'-8" 81=I6-6/2T YES ONE I #5 2 #5 150 424 148 - 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'-11" 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 TRUSS BRACING NOTES Contractor to brace all top and bottom chords in floor and roof trusses in the following manner: - install first row of truss bracing 36" from exterior walls and spaces -12" o.c. thereafter top and bottom chords - install bracing on any top or bottom chord which is longer than 12" in clear span. All truss bracing to be 2" x 4" wood and shall be attached to top of bottom chord and on bottom of top chord of trusses. save spaced per truss ufactures plans ucal splice tech bracing to truss chord ig (2) IOd Wade m ell ations x 4" wood bracing STRAPPING SCHEDULE SIMPSON HETA 20 hurricane anchor at each truss supportingg Max. 1,810 lbs, uplift. Strap sh have (9) IOd x 1 1/2" nails. STRAPPING SCHEDULE HTS Simpson HTS 20 hurricane anchor at each truss (24" o.c supporting Max. 1450 lbs. uplift w/ (20) IOd nails Moo n� 1 �O en 00 OD oq 1 t?t9 1— I $$ (1) vv o cAtA IL M T 1 NV Ln 00 MTT I cY M cA c�) ct1 ILv t� a 13 s to C O to lX 00 0000 0000 rq CA N � �w 00 t` M N O x � U„CNM -�wHw OCoon U� rn o, Con LO N A- (V w o 0 W =3 u Q Z > ' In OD V r r d z NN # I OaT � V Ell W ~ LLI x LL _1 N � 0 ROOF FLAN DATE DRAWN TYPICAL ROOF NOTES: Scale 1/4" = I'-O" DRAWN BY: — Overhangs shall be 2'-0" unless otherwise noted on this sheet A-B.K.tC.C.U. — Roof pitch shall be L:12 unless otherwise noted on this sheet CHECKED BY: — Truss shop drawings to be provided by manufacturer D.R.B. — Any changes to this plan shall be submitted to the MODEL: MODIFIED architect for approval in writing prior to starting construction. COO SERENITY — ALL TRUSS TO TRUSS CONNECTIONS BY 2 CAR TRUSS MANUFACTURER GARAGE — Architect to review Truss Shop Drawings Prior Q SHEET to construction for layout and uplift verification — Contractor to provide for Form Board Survey and to provide W �j Form Board Survey to Truss Company prior to truss construction of 8. - Contractor to provide the Architect with truss shop drawings including v1 JOB NUMBER: ALL truss cut sheets showing ALL truss reactions prior to START pa 18-30 OF FOUNDATION WORK for stra and footing size verification. 0 - TRUSS DEFLECTION SHALL N�T EXCEED 0.5" ON ANY TRUSS. Wood truss bottom chord 26 ga. top track screwed to studs using (2) Type "S" screws each side of each stud Attach to trusses using (2) #8 screws at 48" o.c. max v 3 %" 26 ga. G.I. metal stud blocking at mid -span of studs u 0 x n s 1/2" drywall 3 % " 26 ga. G.I. metal stud 14" v > at o.c. v 26ga bottom track screwed to studs +using (2) Type "S" screws each side of each stud Typical base INTERIOR WALL SECTION nts Metal Sales Mfg. Inc. Vertical Seam Metal Roofing Installed per FL #11560.11 over Polyglass Self Adhered roofing system installed per FLU 5259.1 over 19/32" CDX plywood attached to trusses per sheeting attachment diagram on roof plan Galt' -Alum Metal drip on I" x 3" Beveled Drip or 2" x 8" Fascia. 1/2" thick stucco on 3/8" hi -rib lath 1--' 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 Column C-4 grade KI�Y--'A41`YI�I`M1��-Yll1s�`'1111� 1 MMIII1-1 1 1 ''IIII��IIIIII� IIII� 1111= - III,,,1111111111 Section at Entr See gable end detail for bracing notes Trusses at 24" o.c. see shop drawings by others - see for 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 Beam and column show beyond `m 4" concrete slab with Fibermesh OR xV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated Fill I I I I II=1 I I I=1 I I I1 111= II1111 I1111= "' F-24 �'orch Scale : 3/4" = 1'-0" CAP AT GIRDER MID -BEARING 6", PLAN view Adjust width as needed for proper number of truss lg'a - verify with final pshop drawings by mrg 12" high x 6" long x 3/8" thick steel column cap prewelded to steel column. Provide I" dia, ppredrdled hole for (2) 3/4" dia. thrubolts. VERIFY LOCATION WITH TRUSS SHOP DRAWINGS `Girder Truss Metal Sales Mfg. Inc. Vertical Seam Metal Roofing Installed per FL #11560.11 over Polyglass Self Adhered roofing system installed per FLU 5259.1 over 19/32" CDX plywood attached to trusses per sheeting attachment diagram on roof plan HETA 20 Galt' -Alum Metal drip on 1" x 3" Beveled Drip on 2" x 8" Fascia. 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 12 6 SLOPE Beam BI - see roof plan for schedule Column C-1 grade -111 r�,,,i l l 11 I I I 1111= Section at Rear Forch Metal Sales Mfg. Inc. Vertical Seam Metal Roofing Installed per FL 411560.11 over Polyglass Self Adhered roofing system installed per FLU 5259.1 over 19/32" CDX plywood attached to trusses per sheeting attachment diagram on roof plan Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 1805 lbs. uplift e Galy-Alum Metal drip on 5/8" thick plate I" x 3" Beveled Drip on _ 2" x 8" Fascia. E_10-XX> - 3 1/2" x 3 1/2" x 1/4" thick steel column 1/2" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails or staples to provide u,N no less than 1-3/4" penetration into 3/4" dia. threaded v horizontal wood framing and 3/4" penetration into vertical wood framing members - rod set in epoxy _ in concrete slab - m E N N E10-XX 1/ ii �„ 2„ S� 3 1/2" x 3 1/2" x 1/4" thick w 5/8" thick tight textured steel column 4 stucco on typical concrete. block construction 4" x 12" x 5/8" thick base plate v prewelded to column C-2 Base Detail 4" x 12" x 5/8" thick bas late {� t Cj prewelded to coum�i with 3/4" threaded roil Grade set inepo y _ o- n Im Trusses at 24" o.c. see shop drawings by others 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 4" concrete slab with fibermesh OR x6" 31:10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Scale : 1YI24" = IT--w" R-20 Spray Insulation 12 6 I SLOPE, PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL shop drawings by manufacturer ) drywall 1/2" drywall over I" x furring strips at 16" o.c. with I" rigid foam 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' onlg. Provide Our-0- at air wet areas (ex. showers, tubs etc...) 0 #5 bar vert. w/ 30" overlap /at each filled cell 4" concrete slab with Fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated baseboard Scale : 1/2" = I'-O" fill OD I V N I ly- LL IC) I0_ Q) 00 01 OD go OD I 00 j I c+l I in �7 r ao r- i ao 0 0 LQ ,n N O O LL- O [L r- CL CLtA (L 03 QC O 00 >~ l t` No O NO �O U i M M N 60 h � Y 00 M � 4r, � Ua1 R m cr� ® U�(VM Ur (7, V) cv Q—QLW o O W Z3 U O Z W M Co Ln aD u O > m a 4 Q No001s U < I Z 03 OD (V (V # v IV- r uJ U m L- U N ILL LL �dfil �lF3• � DATE DRAWN 1-24-14 DRAWN BY: CHECKED BY: D.R.B. MODEL: SERENITY 2 CAR GARAGE Q Q SHEET E)_1 w OF 8. JOB NUMBER: 18-30 O ELECTRICAL FLAN oN Pool WP WP GFCI METER 1 1 I I I I SECOND \�MASTER BEDROOM� \I I \I I I / 1 1 / I / BEDROOM r- - - - - - - - - - - - I - - - - - _ l N C1 I I I I \\ I I I I \\ I I I I 1 I � o I / ' I / I FAMILY / I ROOM / I � � I WI I I I I L- - - - - - - - - - - - J 4 Grb ' II 0 II. w / Q / I A��UNDRY El 6mD f) GF4"C1 r22" x 6Attic `7 PB` (Vlll/1 Access with light / \ end pull dawn stairsl / \ PANEL "A"-----� 1 I I � I I I I / I / I / GARAGE / 1 ' I I / I I / I / 1 / I i II I \ I GFCI I 1 \ Garage \ Door \ Opener KITCHEN I GFCI 1 GFCI / / _ - - _, _ WP GFCI � \J= I I I 1 I I � LIVING / ROOM / � I / I 41 DINING - ROOM I II h I 1 WF Grci / r / ro'l/ / / / / GFCI i � Ads, i' \ \ \ \ \ 1 1 1 I I I I I I 1 1 / / / / / / / / / X STUDY y MASTER Tv '� BEDROOM 'I I f I ❑ \I I /1 II i 1 ii I I\ / /e / 1 I I I 1 / 1 FCI /-,\,' \ MASTEJR BATH \ -0- GF ELECTRIC NOTES: SCALE: 1/4" = 1`0" I. Use copper were only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider 4. ALL paddle fans shall be on a rheostat. S. 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. 9. 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 any 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 15 SEER 13. Provide Disconnects at ALL appliances (water heater, A/C units, and ALL other equipment as required by N.E.C.) 14. 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. 15. 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 ** (3) 3*3/0 copper feed 2" Conduit T 2" PVC ( FP A/C disc. 200 AMP PANEL 2 Copper to FPL ug serylcle ground to rebar in slab ELECTRICAL RISER NTS PANEL Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles 2 40 1.0 kw #8 3.5 Ton 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 G Range #b 12.0 kw so 2 8 Dr er 1 20 1.8 kw #12 Water Pump 9 10 #10 5.0 kw 30 2 II 12 1 20 1.5 kw #12 Range Hood 13 14 Irr. Pump #12 1.8 kw 20 2 1 20 1.2 kw 412 Clothes Washer 15 Ib 1 20 .81 kw 412 Garage Door Opener I, 18 Dishwasher 412 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 21 22 General Lighting 412 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 #12 General Lighting 2, 28 General Lighting #12 20 I 1 20 #12 General Lighting 29 30 General Lighting #12 20 1 1 20 #12 General Lighting 31 32 Bathroom GFI #12 20 1 1 20 412 Bathroom GFI 33 34 Pool Equipment #10 2.8 kw 30 1 1 20 #12 Whirlpool Tub 35 36 spare 1 20 412 Whirlpool Tub Heater 31 38 spare spare 39 40 spare spare 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qtg.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 Rump ... ................................ .......... ... Irrigation ..Pump ................... ......... Pool Equipment .............. ........... ..... ........ ... .Garage Door . Opener ... Whirlpool -Bath. tub ........... ........... Whirlpool Bathtub with Heater ..... 2150 3 8,250 2 1,500 3,000 1 12,000 12,000 1 1,100 1,100 1 1,200 1,200 1 1,200 1,200 1 1,000 1,000 1 1,200 1,200 1 5,000 5,000 I 4,500 4,500 1 1,800 1,800 1 1,800 1,800 1 2,800 2,800 1 810 810 I 1,4�0 1,440 1 1,920 1,920 Total Watts 31,216 First 10000 Watts 8100% I 10,000 10,000 Remainder 2Z,216 5140% 1 0 10,910 Electric Heat or A/C 10,000 5% I 6,500 6,500 Calculated Load Watts 21,410 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps, 115 Pariel Size Required = 150 Amps COOD TT �� I cro CL(L O FA ft O CO t7tp? � I -0-0 Q O 89 to o di(F) a - OD T Co T N V Too m ODT 6I CD CD T I TT I I r coC !E 12 'o m C4 IL (`I C4 to M cA p- v tr (L (L N c 0 N C:)00 �O 00Isms 00 A X N H w o I 00 � N ox 01) N M -aww ' U a, con Lr) N V O W U O 'z > LM 0 -1 Q < p- 00 00 u 4 I- r r Q 4 I Z NN N O C4" � 0 1 t: � LU N x F J -1 U- in [x Q � � -ems N DATE DRAWN DRAWN BY: A.B.K.�C.C.0 D rA CHECKED BY: cqj D.R.B. MODEL: MODIFIED Ln SERENITY 2 CAR GARAGE Q Q SHEET E1 W OF 8. W1 JOB NUMBER: Pa 18-30 O ti