Loading...
HomeMy WebLinkAboutBUILDING PLAN 8-1-18Y n mw 00 Q Z2: Ow �m a J Y ... w3 mN Nz �O f C �w g a. WLA wZ a^ O ZZ Q w LnO Z w H a ui �w U O ui [wo ate`., D9 D LLyy U 61 U W WY3r W y6{ 6 6 Q 6 MC3 _ � �,,,�e,: ,, ._. Q7 I 8'-6" H.B. �I U UL L. 0 1 101©o 0 0 0 0 0 0 WE ROE N r - 6'-2° I I Flat Iin o 1 0'-0" A.F.F glace SECOND 24"1115 T-o" MASTS ?,NTH FAMILY ROOM o I I I N ll'-a" A.F.F. 1 Coffer Ceiling I I L--- - - - - -- 4 C-2 0 N N 12'-0" SECOND MASTER BEDROOM I���IIII rm21 1'-6" �E PANT p CABIN 5'-6" O'-0" A. Flat Ceilm 0 Flat Ceiling i 12'-0" 10'-4" ` I2' 16'-4" 12" L Ln C-1 o C-1 O � O o Do C30 p0 0T O ry O EGRESS (J 10 0�t N ©' - 0 I 0 O G = HU C cn N BEDROOM e3' 3'-2" DINING a ROOM r - - - - - W 10'-0" A.F.F. p 10'-0" A.F.IjAh Flat Ceiling ! Flat Gelling 2'-O" A.F.F w Flat Ceding 2. N 6'-2" i ro a , F DRY 0 o MT I. w.H. 0 H.B. MT T C O ° �r O F22" x 5_,4"­A­ttic,C_4 Acce1l� tev with light tai hand pull dawn sel N Fa A/C 22'-a' 6' 4" ttl 0 0 0 OD (NV r-------------------------------i i GARAGE i I i I I i I I i I I I I I I LIVING ROOM 10'-0" A.F.l5illlI Flat Ceding M STUDY 10'-0" A.F. Flat Ceiling EGRESS O � C N O fl C ro O I N 9 C-4 L10 MASTER EDROOM A.F.F. N Coffer Cedmg p 2'-8" 24" - B'-8" - - - 10'-0" A .F Flat Celli g G W I i+l O O MASTER BATH C) Flat Ceiling 6' 2" CT� Ln 2'_8„ 5,_8„ 4,_8„ �,_O„ Square Footage First Floor A/C = 2141 sq. ft. Covered Porch Total = 402 sq. ft. Garage = 482 sq. ft. Total Under Roof = 3625 ft. Cublc volume a/c space: 21,410 cu ft. O H.B. 1'-0" N 0 I m 0 I N m I N FLOOR FLAN TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be 2500 PSI concrete, and ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws. 7. ALL wood in contact with concrete shall be pressure treated. S. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the Florida Plumbing Code 2001 edition. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set bg Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R309.1 and R309.2 14. Door between garage and residence shall be 1-3/4" solid wood, steel, or Masonite. w•H• = Water Heater in Pan with Drain 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and Installed I.A.W. manufacturers recommendations shall be used as backer for the wall the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanylng smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. UJlndl Schedule Mark Size i to I. 3'-0" x 6'-0" SINGLE HUNG - EGRESS 2. 4'-O" x 5'-0" SINGLE HUNG - EGRESS 3. 3'-01 4• 4'-0" x 2'-0" FIXED GLASS 5. 6'-0" x 2'-0" FIXED GLASS L. 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'-0" x 1'-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 L'-8" FOAM FILLED FIBERGLASS L PANEL B Ili'-O" X 8'-O" GARAGE DOOR 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 8'-0" SLIDING GLASS DOOR F (2) 3'-0" X 8'-0" SLIDING GLASS DOOR G T-6" X 4'-8" SOLID CORE INTERIOR DOOR H 1'-8" X L'-8" SOLID CORE INTERIOR DOOR J 2'-8" X L'-8" SOLID CORE INTERIOR DOOR K 5'-0" X L'-8" BI-FOLD DOOR L 4'-0" X 6'-8" BI-FOLD DOOR M L'-O" X L'-8" BI-FOLD DOOR N 2'-0" X L'-8" POCKET DOOR P (2) 2'-L" X L'-8" SOLID CORE INTERIOR DOOR R 2'-6" X 6'-8" RI-Iii nnnra Go i 1A T Tq CD T T c�1 co T T p r 1q � � r T. cn co v � T �aoODr ri n Ln �+ CO�00��� I o T o� op0 Ln " IL v (L (L U a� QC Ooo oo LW 00 0 �+= U Fwo •w� +r .0 00 O� it N M 4 t: O <N IV w e m wn Z di .z> O LnCOU o Q a0a0t XX Q 0000 I N c4 2-:tt z v QJU U cr -� W " ` a co ~ vmw L `-' - li_ N Q a N L DATE DRAWN : 1-24-14 DRAWN BY: A.B.K.&C.C.U. CHECKED BY: to MODEL: MODIFIED Ln SERENITY Ln 2 CAR GARAGE ^Q^ SHEET w OF 8. JOB NUMBER: � 18-30 n ... 12'-O" I�'-4" -4" ,12' 161-4" .1 FOLADATf Oil PLAN n m t+l �oI 0 0 0.�. lE o o_i_y_ _ _LllJI 1_1_L11J_I_1 i_i 1uI1 SHOWER -�P2`8 cess III for Shower 21 LL- �1 I I 1-n I I�C11 I 1 I 4" concrete slab with fibermesh OR L"xL" 410/10 LLWM on L mil Visqueen over I clean compacted termite treated fill L I � I I O - OIT tat Cam, tO L J 12'-0" C-I 1 I I �I �I >tep I � I I I F 1 F-36 r — 1� r � 1 C—I � Fn I -- — — — — — —— T-8 L C—I J L J F-16 I I !I 1 �1 tL 0 000E —_ o0 0ED v ry I _ a oa I F-14 _v _ _ - - 1 O I �I UI I � I o I o I I 6 I I I 4" concrete slab wl h fibermesh OR L"xb" 910/10 WWM on L mil Visqueen over o clean compacted termite treated fill I �I I I -i 1 oe I i I I I See detail at - - - - - - - - - - - - - - -- - garage step down on this sheet QQ Q l i 1 i i Q ., Q I-n 0 I I— •r _ a` F-16 --------------tD L----- — 1 r --- 2'-Id" p OD O © -T- - - I Mra n 1 1 1 1 1 i 1171 1 IF, 4" concrete slab with fibermesh OR O O L"xb" 410/10 WWM on L mil Visqueen over I clean compacted termite treated fill 1 —T 8 I I o l I F-24 ttl I I °I„ Flo o SLOPE 2" 1 o I 1 I 1 I 1 0 I 1 I _ L----------F-16——— — — — — — J ra 12'-4" Epoxyy ( At ) MIX Co F-24 LN .-4 Dowel (1) 11bar w/ 25" min ap and L" embe Fin. Aih Floor 10'-411 Cont. Concrete Footing 11 nts Loll 'AI UI I Recess for Shower ° MRAVI rum #5 bar vert. w/ 30" overlap at each filled cell i OD I N L FOUNDATION NOTES; SCALE: 1/4" = 1'-0" I. 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 con 3. Soil conditions assumed to be 2500 psf. Compact soil to 9S/ density. Should any other conditions be encountered, the archit for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 #5 bar vert. at 48" c.c. max. Provide (1) filled cell on each side of openings up to 5'-II" Wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-11" 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) L Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 7. 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 60, meeting ASTM A-l6 and A-35 specifications. ALL Anchors to be A-307 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2 11 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 stra and footina size verification. 11. All landings to slope away from the exterior door. 4" concrete slab with fibermesh OR 6 x6 U10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill a \-� #5 bar cont. 1 12" (2) #5 bare cont. bottom steel Filled Cell M sonr�- #5 From n Conc. Fill To Be DETALFiArTPiG� mn With One i Beam. DO PSI Scale: 3/4" = 1'-0" Single Filled Cell Column NTS 4" co crete slab with fibermesh OR L"xL" 410 10 WWM on 10 and Visqueen over clean ompacted termite treated fill Grade ;r _III —I'Sea foundation plan f r footing size GARAGE CURB DET IL 14'-0" SCAUE 1/2" = 1'-0" SEE TYPICAL �SECTION5 4" concrete slab with fibermesh OR L"xV 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade W w x 14"d concrete monolithic III footing with (2) #5 bare Cont. and #5 transverse bars at 32" o.c. til 4 I'll 11 F—IL FOOTING DETAIL SCALE 1/2" = 1'-0" Fcct��g Sic: h&dui& mark ark Size and Description T-8 Thicken slab edge to 8" x 8" With (1) U5 bar tort. F-I(o 16"w x and U5 16"d concrete monolithic footing with (2) U5 transverse bars at 32" o.c. (bottom) rebar continuous F-24 1(11w x and 45 16"d concrete transverse monolithic footin With (2) U5 bars at 32" o.c. bottom) rebar continuous F-36 3(o"w x bottom 361 x 16"d steel. concrete pad footing With :45 rebar at 8" O.C. each F-42 42"w x bottom 42"1 x 16"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 #5 rebar at 8" O.C. each i ao T T m I i QD T r w 40 l�1 tr Ln 04 v I N 4n � rco 0 0 �o c N FL J a. (L v oc boos~ rya M � wi C} 00 OD E rN aj E- easn - req 1+ R O i 00 4 i1 IqM O t kill" a� v� fLU • • 1• • / 10 • < f IF r co /0 •CA ! • YA 1 LU �1 f 1 DATE DRAWN DRAWN BY: CHECKED BY: D.R.B. MODEL: MODIFIED SERENITY 2 CAR GARAGE /Q I --I SHEET OF 8. JOB NUMBER: O 18-30 ti n V Metal Sales Ma1.nufatunng Inc Sv Metal Roofing1. Metal Sales Manufaturing Inc 5v Metal Roofing Installed per FL 1*11540.1 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 ROOF SHEETING ATTACHt� E1NT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws bas d on pressure for roof stated in permit info box oin t eBe plans for zone 3 Ke Area Ede Field Fastener Pressure Zone I 6" 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank IL psf Zone 3 .4" q" 8d ring shank 84 psf ** Zone 3a 6" 48 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 95 bars EAR Precast Lintel 8F8-OBAT U5 bars' One Row of Block Above Lintel I a---- a5 bare BFIL-IB/IT BFIL-IB/2T NOTES: L MIN. COVERAGE OF STEEL No 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 I Bar Length Clear Span I "A" IBars " B " Bars 2'-10" 2'-8" 1'-6" 2,43 none 3'-6" 3'-4" 2'-2" 2,#3 none 4'-0" 3'-10" 2'-8" 2.43 none 4'-6" 4'-4" 3'-2" 2,43 none 4'-0" 2,43 none 2•u4 none 2.44 none 2,45 none 2.45 1 none ALL reinforcing steel is grade 60 LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Pfe_ Stressed Rows of BM Block Above " Bottom steel Size Top steel Size Max. Gravitg Load (PLF) Max. Uplift Load IPLF) Max. Lateral Load (PLF) L20 2'-0' 2'-2" 7-10" 8FB-OB/IT NO 1 a5 3049 1549 1642 — L31 7-4' 2'-8" 3'-1" V-9" BF8-OBAT NO 1 45 2541 1343 163 — L45 4'-5" 5'-I' BPS-OBAT NO — I a5 1349 IOIL 411 L50 5'-O" 6'-8" BF8-OBAT NO 1 a5 1105 904 339 — LLO 6'-8. L'-8" BF8-OBAT NO — 1 u5 loll 121 534 L10 T-ON T-0" BF8-OB/IT NO — 1 a5 1011 121 534 LBO 8'-0" 8'-8' 8F8-OB/IT NO — 1 a5 499 591 512 L90 9'-0" 9'-8" 8128-OBAT NO — 1 a5 535 530 401 LIDO 10'-0" 10'-8" 8F8-OB/IT NO I 1 a5 582 414 452 LIIO 10'-0" IF-B" BFI4-113AT NO ONE 1 a5 1 45 1264 410 402 L120 12'-0" 17-8" BFIL-IB/IT NO ONE 1 a5 1 a5 1015 LOL 324 L140 14'-0' 14'-8" 81"IL-ISAT YES ONE 1 05 1 a5 1310 519 284 LILO IL'-O" IL'-8" BFI4-IB/2T YES ONE I u5 2 a5 950 Soo 194 LISO IL'-O" 18'-8' I BFI6-I13/2T YES ONE 1 a5 2 a5 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 ROOF PLAN TRUSS BRACING NOTES Contractor to brace all top and bottomchords m floor and roof trusses in the following manner: - Install first row of truss bracing 34" 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. lases spaced per truss wfactures plans ucal splice tach bracing to truss chord gig (2) IOd nails in all ations x 4" wood bracing STRAPPING SCHEDULE HETA 20 SIMPSON HETA 20 hurricane anchor at each truss ii porting Max. 1,810 Ibs. uplift. Strap shall have (9) IOd x 11/2" nails. STRAPPING SCHEDULE HTS Simpson HTS 20 hurricane anchor at each truss (24" supporting Max. 1450 Ibs, uplift w/ (20) lod nails TYPICAL ROOF NOTES: Scale 1/4" = I'-O" - Overhangs Shall be 2'-0" unless otherwise noted on this sheet - Roof pitch Shall be L12 unless Otherwise noted on this sheet - Truss shop drawings to be provided by., manufacturer - Ang changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER - Architect to review Truss Shop Drawings Prior to construction for lagout and uplift verlf lcatlon - Contractor to provide for Form Board Surveg and to provide Form Board Surveg to Truss COmpang 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 UJORK for strap and footing size verification. — TRUSS DEFLECTION SHALL NOT EXCEED O.Si' ON ANY TRUSS - � 1,0 U LieI ' h cri "nr Wei oo oo E N w O N c sem �+ wa lyi mL DD M 4. N U a M o� • U NO "v o, N< Q—OLUA o O . Z W Lncou O QQ 0000 U Q Z 0000 # I Z CN CV v N O ramam C' 4 .a IbVO��� r B LL QL r—� Nfn � 4 N E3 DATE DRAWN : DRAWN BY: A.B.K.6C.C.U. CHECKED BY: MODEL: MODIFIED SERENITY 2 CAR GARAGE Q SHEET [� OF 8. JOB NUMBER: 18-30 0 s Wood truss bottom chord CAP AT GIRDER MID -BEARING 24 a. top track screwed to studgs using (2) Type "S" screws each side of each stud Attach to trusses using (2) #8 screws at 48" o.c. max v w 3 %" 24 ga. G.I. metal stud blocking at mid -span of studs a 0 0 s J S rn 1/2" drywall r a 3 %" 2L ga. G.I. metal stud at IL" o.c. iT v 2Lga bottom track screwed to E70-XX studs +using (2) Type "S" screws each side of each stud Typical base INTERIOR WALL SECTION Metal Sales Manufaturing Inc 5v Metal Roofing Installed per FL 411560.1 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 Goly-Alum Metal drip on I" x 3" Beveled Drip err 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 Column C-4 grade =1 I l l I I I I=1 I I I=1 I I I=1 i�1-1111,111111111IIIIIII�II Section at Entr1 gypsum wallboarc reinforce corne metal top trac bi-fold d Tublcal � Beam BI - see roof plan for schedule J1- I -1 I I I=1 I I I1 I 11= =Tn1=_=1111=1111=' 11-IIIliii_ --IIIi F-24 Forth nts See gable end detail for bracing notes Trusses at 24" o.c. see shop drawings bg others 11,-/l„ T n 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 4" concrete slab with fibermesh OR 'xL" 410/10 WWM on L mil visqueen over clean compacted termite treated fill 2"x4" Wood Buck dote: io track °) bottom )f door, use fir. )racket 6) pivot Head - wood Casing gypsum Wallboard ..,_reinforce corners 'bl-fold door 2"x4" Wood Bieck Jamb -Fold Door Detall NTS 5/8" thick plate I/ II 8 3 1/2" x 3 1/2" x 1/4" thick steel column 4" x 12" x 5/8" th ck bas plate prewelded to coumh with 3/4" threaded rod set in epoxy PLAN view Adjust width as needed for proper number of truss ply's — vsnfy with Anal shop drawings bg do 12" high x L" long x 3/B" thick steel column cap prewelded to steel column. Provide I" dia. predrilled We for (2) 3/4" dia. thrubolts. VERIFY LOCATION WITH TRUSS SHOP DRAWINGS `'Girder Truss ryl 3 1/2" x 3 1/2" x 1/4" thick steel column Q M " 0 3/4" dia. threaded rod set in epoxy 6 in concrete sla " E n E o - N (V E70-XX 2" 2" / w 4" x 12" x 5/3" thick base plate prewelded to column > C-2 Base Detail nts Footing - see foundation plan for size and steel requirements �f000 Upllf't Maximum nts Attach door to block wall with 1/4" dia. x 3" tap -cons with min. 1 1/2" penetration at 12" o.c. max Exterior facel"nil 8,1 PT Buck each corner thru Of wal l"x8" P.T. Buck 2 sides 8 header Detail at Exterior Doors NTS Attach window to block wall with 1/4" dia. x 3" tap -cons with min. 1/2" penetration at 12" o.c. max and 6" O.C. max from each corner thru I" x 4" PT Buck Exterior face of wall —� Detail at UJIrdow3 1"x4" P.T. Buck 2 sides ! header NTS Sum wallboard ood casing `2"x4" wood Buck Note: all doors to be prehung T�plcal interior Door Detail NTS Metal Sales Manufaturing Inc 5v Metal Roofing Installed per FL 411560.1 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 H­ET A 20� Galt' -Alum Metal drip on I" 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 4 SLOPE Beam BI — see roof Ian for schedule Column C-1 grade I I I —I � 111 I I I-1 I I II I I I= S&ctlon at Rear Forch Trusses at 24" o.c. see shop drawings by others III-n�' T r1 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 I-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 1�3 4" concrete slab with Abermeeh OR "xL" #10/10 WWM on L and Vilueen over clean compacted termite treated fill F-36 Scalp Metal Sales Manufaturing Inc 5v Metal Roofing Installed per FL 411560.1 over Polyglass Self Adhered roofing system installed per FLU 5259.1 12 over 19/32" CDX plywood attached to trusses per sheeting attachment diagram on roof plan 6 SLOPE 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 Galt' —Alum Metal drip on I" x 3" Beveled Drip on 2" x 8" Fascia. 1/2" thick stucco on 3/8" hi —rib lath attached to horizontal and vertical woodlj 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 Grade 5/8" thick light textured stucco on typical concrete block construction v (Y PT furring/ f R-20 Spray Insulation PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL shop drawings bg manufacturer ) 5/8" drywall 1/2" drywall over I" x IL" furring strips at o.c. with 1" 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' Provide Our-O-Rock only. at all" wet areas (ex. showers, tubs etc...) 0 i 45 bar vert. w/ 30" overlap /at each filled cell 4" concrete slab with fibermesh OR 4"x4" :1`10/10 WWM on 4 and Visqueen over clean compacted termite treated baseboard Scale 1/2" = 1'-O" fill I Q (tl s N OD I � OD r c+m I i cy N Ln I cLn 0 I 1 0 �(Lr- ILCL U (L W W 0 N m W 0 O Z Ili > to ao v O —4QC000 U r1- rl Q 1 z cM� V cV a� tt Lo O t-- a v� (0 L. ~ Lq � x �i U N F_L N ILL N .-i to DATE DRAWN I-24-14 DRAWN BY: A.B.K. $C.C.U. CHECKED BY: D.R.B. MODEL: SERENITY 2 CAR GARAGE Q Q SHEET � D_I w Lam.. OF 8. JOB NUMBER: 18-30 O _. _..l ELECTRICAL PLAN ou SHOWER T H �O� aQ SHOWER CL08UR 11 11 ° . II QU GFCI NN ° Pool I Pum WP GF 00 SPA / Pumpl 1 1 I 1 I I I SECOND I \�MASTER BEDi�00M� \I I \I IF METER A#/I C n 0 (P n WP GFCI BATH 3 j I/ BEDROOM 0 Y T HU a I �Aur;I)R fj GFCI �B \ `\\ // C///// - -I1 r22" x 54" Atticl / I Access with light lend pull dawn stairel/ JJ/ PANEL "A" L-- - - - / I I I I I GFI --------------Garage --------------, I D oor I Opener I I FCI GARAGE I i i I I I 1 I i I i KITCHE / DINING ROOM I I I I 1 I I I LIVING ROOM / / / I / I / I >i i r - - - - - I I / IS WP GFCI O STUDY WP GFCI S' MASTER B>4 T H 64 A/C disc. (3) 43/0 copper feed 200 2" Conduit AMP MC PANEL 2" PVC ( FPL to FPL 2 Copper to rebar In slab ELECTRIC NOTES: SCALE: 1/4" = 1'-0" I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider -4. ALL paddle fans shall be on a rheostat. 5. Recessed cans to be installed per 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. q. ALL exterior outlets to be WP/GFCI protected. 10. A/C Return Air Balance Must complg 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 bg N.E.C.) 14. 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. 16. 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 ** ELECTRIC/4L RISER NTS FANEL ",4" Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles 2 40 1.0 kw US 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 L Range ttL 12.0 kw 50 2 � 8 1 20 1.8 kw #12 Water Pump 9 10 Dryer 410 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 tt12 Clothes Washer Is 14 I 20 .81 kw 412 Garage Door Opener 11 18 Dishwasher 412 I 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Refrigerator #12 j2k�w:20 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 21 22 General Lighting #1220 1 1 20 tt12 General Li htin 23 24 General Lighting #1220 1 1 20 tt12 General Lighting:. 25 24 General Lighting #12 20 1 1 20 33:12 General Lighting 21 28 General Lighting #12 20 1 1 20 #12 General Lighting 29 30 General Lighting #12 20 1 1 20 412 General Lighting 31 32 Bathroom GFI 912 20 I 1 20 412 Bathroom GFI 33 34 Pool Equipment 910 2.8 kw 30 1 1 20 #12 Whirlpool Tub 35 31, S re 20 ttl2 Whirlpool Tub Heater 1 31 1 38 1S re spare 39 40 1 s are S are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts sq. ft.). Small. ,A,ppliance, ,Circult(s). .. Range......................................................... .Range Hood ................................................. . Ref ri.gerator.................................................. .Dish Washer . Dis.posal....................................................... .Clothes..Washer....... ....... Clothes, .Dryer ................................................ Water .Heater .Water Pump .......................... ......................... ,Irrigation..Pu.mP................................................ Pool Equipment ..................... ......................... Garage Door. Opener. .. . . Whirlpool. Bathtub. ................................... Whirlpool. Bathtub. with. _Heater . 2150 3 8,250 2 1,500 3,000 1 12,000 1 12,000 1 1,100 1,100 1 1,200 1,200 1 1,200 1,200 1 1,000 1000 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 1 2,800 2.800 1 810 810 1 1,440 1,440 1 1,920 1,920 Total Watts 31,216 First 10000 Watts 5100% 1 10,000 10.000 Remainder 21,214 1540% 1 O 10,910 Electric Heat or A/C 10,000 945% 1 6'500 L,500 Calculated Load Watts 21,410 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 115 Panel Size Required = 150 Amps aD w N C14 J uo aD aD Ln aD aD r- - J r 0 dD (4 cv cn cn M M y r W 00 +_r M M Al rr C7 00 0 G c[^ N a� Iw1e� r .. • • U OY 00 a. Q Cq °� = t�'t 01 �h Q-acw N N o0 W :3 U O Z Lij 00 > Ln OD v NN O - 0- Q OD OD'-� " Q H rr z # I cCvNv �HUr-�-a =N W v x W �U- w.0 v a.� DATE DR DRAWN BY: lj-� Ln CHECKED BY: cd MODEL: MODIFIED SERENITY W 2 CAR GARAGE Q Q SHEET ,.� OF 8. JOB NUMBER: ti (C) PROJECT BLAZER LOT: SYSTEM BRAND - CARRIER: 4.0 TON CU AHU MODEL: CH14NBO48 FX4DNF081 DIMENSIONS - H X W X D 32" X 32" X 32" 60" X 25" X 23" MCA 24.3 58 MAX FUSE (AMPS) 40 60 HEAT STRIP (KW) N/A 10 REF. LINE SIZE- ("O.D.) SUCTION 7/8 REF. LINE SIZE- (" O.D.) LIQUID 3/8 SEER: 15.0 HSPF: 8.6 SENSIBLE BTU'S: 34,200 LATENT BTU'S: 12,800 TOTAL BTU'S: 47,000 NOTE: 1. REFRIGERANT LINES w/l/2" T-CELL INSULATION TH'.0 ATTIC SECURED TO WALL w/ 4X4 26 GUAGE LINE CHASE 2. USE 3/4" SCH 40 PVC FOR CONDENSATE DRAINS. CONDENSATE DRAIN OUTLETS TO BE MINIMUM 12" OFF SLAB 3 AI IXII I ARY FI nAT .SWITCHES ON AHU'S �d .' w. • • • SLAB Q 0-4- MIN. 4" CONCRETE SLAB • • • *` "�' ;. .1 .. F.F. OF HOUSE TIME DOWN CLH"3 11,V'XI-3X' TAPCON IN SLAB # 12 SCREWS INTO CU CABINET PER TIE DOWN SPECS CU MOUNTING DETAIL SCALE: N.T.S. rasuel PROVIDE 4" MINIMUM CLEARANCE AROUND THE PERIMETER OF ALL AHU UNITS SUPPLY PLENUM AHU OPEN TO ,,.�R/A GRILL "• METAL STAND AHU MOUNTING DETAIL SCALE: N.T.S. EXHAUST FAN SCHEDULE #1 50 CFM w/4" T-FIN-V.T.O. #3 50 CFM F/L w/4" T-FIN-V.T.O. DUCTWORK - FLEXIBLE R-FACTOR - 6 NOTE: DUCTWORK TRUNK LINE AND DROP LOCATIONS MAY VARY FROM PLAN DUE TO TRUSS CONFIGURATIONS I CU 10" 104 CFM 12"X8" 141 CFM 9"0 7"0 7"0 7 I 11 "n 12"X8" 100 10'X6 CFM 109 CFM NII 12"0 10"X6" 109 CFM 7"0 10"X6" 7"0 I 97CFM 16"X16" RH Pr —A <14" 8 X4" FM YR H 16 14"0 7"0 7"0 24"X2Du' 14"0 4"0 116 L�= i RH BE F �� z f j .� 4" DRYER V.T.O. 30 GAUGE GALV. PIPE CONDENSATE DRAIN TO EXTERIOR & REF. LINES TO AHU X ttic AipC 55 with light 10"X6" 123 CFM 14"0 101 8"0 8"0 12"0 9"0 16"X16" RH % 10"0l ; IL 4"0 0) t0 �M r- 00 IO t0 n� v o 00 cZ � OI 'p /r L m I Q N p N O^� Nh 3oLOrn�� a ° —. 0 aoE=X3:0 M a_ a. 12°X12" X12' 12"X8" RH 7"0 93 CFM 10"X6' 8' 4' 3 ° _1 (` CFM a c _ �- .j REVISIONS NO. DESC. DATE ® 10"X6" 91 CFM FED Z • .. W i I � 3 t, MECHANICAL PLAN SCAI-E: 1/4 I,= 1'-011 DRAWN BY: DL/GM/HP CHECKED BY: CS DATE: 04-18-18 THE DESIGN PLAN & SPECIFI- CATIONS SUBMITTED HERE WITH ARE THE SOLE PROPERTY OF LINDSTROM AIR CONDITIONING INC. & ARE NOT TO BE REPR- ODUCED WITHOUT THE WRITTEN PERMISSION. THESE DOCUMENTS ARE SPECIFICALLY SUBMITTED FOR THE EXCLUSIVE USE OF THE LINDSTROM AIR CONDITIONING INC. IN THE CONSTRUCTION OF DESIGNED SYSTEMS. LINDSTROM A/C DESIGNS UNDER - F.S. 489 & F.S. 471 SHEET TITLE: MECHANICAL PLAN SHEET NO.: mml A =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING J% TO DETERMINE IF MULTIPLE PLY. ,. DONT LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp n or less A o 15V Span Spreg der Bar A 60 degrees or less Tag him, i-- a2x — � Tea line �—App �x �„ REFER TO BCSI REFER TO BCSI Truss must be set this way r cane Is used. Truss must be set this way if crane Is used. Truss Is an example, your truss may not match. Truss is an example, your truss may not match. Insist cane operator sets truss this way. Insist trans operator sets truss this way. i All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses n are installed. A • • AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. ! WARNING !N The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS J &REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4. SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED TRUSS CARRYING TRUSS HANGER ID FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS F2-FA GRC JUS24 2-10d 4-10d 'Please refer to Standard Engineering package for general instuction on installing hangers 10d=0.148" x 3" 16d=0.162" x 3 1/2" Hatch Legend FWALL HEIGHT 11' WALL HEIGHT 100 0 Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A STRONG BACK OF 41' , 46' IN LENGTH!! 9 SQUARE CUT END I-0Co 2X4 TOP CHORD WALL HEIGHT 10' END DETAIL: TYPICAL 6r- 4-03 1-00-00 C SQUARE CUT END 2-08-00 X4 TOP CHORD 2-00-00 WALL HEIGHT 10' END DETAIL: A I µ n HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT I Y CORNDFR JACKS � 0 \..:� ARE NOT BEVELED. SEE STANDARD r) w rA \ENGINEERMG. 07 tI \\ r Loh O Date: _ 7 r;nA,r•1 Braden 8 Braden A.I.A. P.A. t FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED 3 RETURNED undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this buss placement diagram layout which is the sole sutllaxy IN determining slxzessful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned, 3. Unless written notice is provided by eerO W mat to Chambers Tess within ten (10) days of delivery the undersigned agrees that no badrdharges wig be allowed. In the event such written notice is furnished Chambers Toss hat have three (3) business days in which to begin repairs requited, or iD substitute cow busses, at Chambers option. After 10 days of delivery remedy will be accDrding to Florida statute 558. 4. The undersigned aduwwledges receipt of 'BCSr summary sheet by TPI R WTCA 5. Delivery is to job site. it is the buyers responsibility lo.make the job site suitable for delivery. Charlhbexs Truss has sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will De responsible fur dump delivery only. The buyer is responsible for additional delivery ehperses f Chambers Tess has o redeliver because job site is not prepared for delivery err buyer is not prepared for delivery at busses. Buyer is vsponsible to Chambers Truss for owing costs due to site Conditions. 6. Price as shown in paragraph 7 below is subject to change f any changes are made in this IayouL A $50 per hour as for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. nvoice will be made on delivery and paid within term of net on delivery. Invoice may be made at scheduled dale of Jefivary d buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Toss easonable atlome's fee for collections it event of payment not firmly made. 1-12 % per month service Charge will be silded for all sums not paid within tams. , 8. Signature or initials anywhere on this sheet cDm&4esagreement to all terms herein. 9. In consideration of Chambers Truss extend'og credit for this material the undersigned unconditionally guarantees wiment when due of any and all indebtedness owed In Chambers Truss by any entity receiving malarial and the ndersgned agrees to pay such indebtedness including allmiey's tees. f default in paynhnhl for maler'rd be made by the ecipient. 10. In the event of any litigation concerning this agreement the items furnished hereunder or payments referred to erein, the parties agree that the sole venue for any such action wit be Saint Lucie County. Florida. 11. Design responsibilities are per —National Standand And Recormnehded Guidelines On Responsbilies For Using Metal Plate Connected Wood Tosses ANSVrPVWTCA 4 - 2002"" 12. Warranty is per Chambers Truss Warranty atadeed. A spreader bar may be required per 'BCSI' to prevent injury & damage. ®i' I Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. .ai! Study the contents of the information packet included on delivery before setting busses. Trusses must be set and braced per design to prevent injury & damage. ®bb. Trusses must be sell plumb and square Do not set bunks or stack of p y�Wood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC JIM can r Avenue Fort Pierce, Florida 34982.6423 800-5511-S32 Fort Pierce 772465.2012 Fax 772.465.8711 Vero Beach 772-569-2012 Stuart 7rn-286.=2 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMIBERSTRUSS.COM DESIGN CRITERIA LOADINGIOESION CRITERIA REDUCIIXE PER COOS SIICH AS SSC 1e0•.w1 County ST. LUCIE CO. Building Department CITY OF PORT ST. LUCIE Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Diradfonal)(C-C hybrid Wind ASCE 7.10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live *10-Non Concxurent 0 - Bottom Chord Dead 10 3 0 I Total Load 47 7.2 0 Duration Factor 1.25 0 i Wind Speed 160mph Top Chord C.B. Sheathing by (builder - Bottom Chord C.B. Sheathing by builder Highest Mean Height 15' Building Type Type Enclosed Building Category It: Non Restrictive Exposure Category B Miles from Ocean 5 Conforms to Florida Building Code 2017 R.D.L =Restraining Dead Load C.B =Continuous Bracing Verify DESIGN CRITERIA shown above with the .. building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 75167 SCALE: 1/4" = V-0" 147 total trusses, 73 unique designs Designer. RAC Reviewed by:._ Date: 05/15/18 FOR HOMECRETE HOMES INC. DESCRIPTION: 399 VISTA LAKE Page 1 of 1 CUSTOMER INITIALS EACH PAGE 75167