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HomeMy WebLinkAboutBUILDING PLANSHanson Regal/Spanish "S" II Roof Tile FL st 3505,3 nailed to decking with (2) IOd ring shank nails over 90 lb. mop in over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan E�� A.F.F. o.H. 5/8" thick light textured stucco on typical concrete block construction Smooth finished stucco band o F71 FF,CNT 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 A.F.F. 24 O.H. 5/8" thick light textured / stucco on typical concrete block construction a 12" dia concrete col. block Filled w/ conc t (3) US bars vert. w/ smooth stucco finie REAR F—LEV L,70N 12 SLOPE 6 12 ELOPE 6 r9m) fit 1303- 0155 ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COT C! REVIEWED BY DATE - l - PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE THFcF PI.ANC AND ALL ??ripOSP17)WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY 19EID INSPECTORS THAT MAY BE RECESSAR'l IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: 2010 Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categoryy: II Wind Speed: 160 mph ultimate Mean Roof Height: 1`-10" Roof Pitch: 6:12 Internal Pressure cue 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 2.4 DL+LL; DL+0.6WL; 0.6DL+0.6WL Exp Height Ady Factor: 1.21 x Load Combo Factor 0.6 = 0.126 applied below Components i Cladding Wind Pressure (NET) Roof Zone: I. +21.9/-34.6 psf I jj� I ).H. Roof Zone: 2. +21.9/-60.0 psf Roof Zone: 3. +21.9/-89.3 psf Components I Cladding Wall End Zone Width: 51-6" Components I Cladding Wind Pressure (NET). Wall Zone: 4. +31.q/-41.1 psf Wall Zone: 5. +31,9/-50.1 psf Components & Cladding Wind Pressure (NET) on Garage Door: +31.q/-50.� Shear Walls psf Considered for Structure? Yes smooth finished Continuous Load Path Provided? Yes stucco band Are Components an Cladding Detai s Provided7 Yes 2 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: SCALE: i/9" = 1'-0" SCALE: 1/9" = 1'-0" "ONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF ITEM THIS STRUCTURE HAS BEEN DESIGNED AND REVIEWED FOR COMPLIANCE OF ` FBC 1606.1.4 FOR ONE OF THE FOLLOWING: INTERNAL WIND; PRESSURE y�R WINDSORNE DEBRIS PROTECTION ' IMPACT RESISTANCE GLAZING �+v` (Intl 2:12 i v •:u -ITCH 0 = Roof Zone I walls Zone 4 = Roof Zone 2 walls Zone 5 END ZONE = Corner Zones Roof Zone 3 S �vED St.�0cie-, copi FILE 2 Q , L Q O LO iL LL zi� Q� v 0 U QJ � Q.1 u N m 4�o N (mil u O =moo oQ p o 000 000 W 4 oNNZ# (O N U v CA iy -v a- ra tr CIDQlw�r�� �L6 _m s ,• erl U�vx e @IL � •Q H u- W L to Sheet OF Comm 9 13-31 A.F.F. 12 6 SLOPE„ 24" D.H. 3 U01 LEFT ELEVATION Hanson Reggal/Spanish "S" II Roof Tile FL tt 3505.3 nailed to decking with (2) IOd ring shank nails over 90 lb. mop in over 19/32" COX plywood attached to trusses per sheeting attachment diagram on roof plan 12 6 SLOPS 12 6 SLOPE, 12" .H. In 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 q, u 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" COX plywood attached to trusses per sheeting attachment diagram on roof plan 12 SLOPE 16 12 SLOPE 6 12 SLOPE 1 6 12" SCALE: 1/4" = I'-O" .H. A.F.F. 12" dia concrete col. block filled w/ conc t (3) sty bars vert. w/ smooth stucco finish SCALE: 1/4" = I' -On to r O CO) v _rA U-M-011 ro m v •J O 7 — oD M N O NN 00 M to UO E oQ o�OD1Q v pNNT# to N N Q cr fQ c�iulrrr—�a s Win- .. E1L I W93 to � to IN 7a Sheet 2. OF Comm tt 13-31 Square Footage Breakdown Proposed A/C Space = 2598 Sq. ft. Covered Porch Total = 386 sq. ft. Garage = 536 sq. ft. Floor Total = 3520 sq. f t. C I v a H.BtaR" Tau wru lb=m 55 2111 18'-0" SM SLEEPING ROOMS PROVIDE AN EGRESS WINDOW WITH A NET CLEAR OPENING OF 6 SQ. 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. 12'-0" A.F.FAIIIII &TEMPERED Flat Ceiling 9'-2" SS TEMPERED 10'-O" A.F. Flat Ceding H.Bt Qo Oo I I liml I 0 0 I I 0 0 0 0 0 °� °r-- 0 0 0 0 --- So !REF Q s 20'-O" Rod t Shelf -- I I ® 5'- 9' 2'-4" 2'-5" O OD 5'-l" LJ I 2' O" O 2'-4"EGRESS - ' I I 10'-O" _ - - 12" dia c felled w/ (3) tt5 b ncrete col. block conc t rs vert. B 3'-6" MASTER I 3'-6" O BEDROOM I Flat ding I �, I Flat Ceding 1 - / Coffer Cedng- ap 12" _ _ _ _� 4' x 8' Arch Opening o � CD jSs� E I I 12'-O" A.F.F O Flat Ceiling M I I Mir 1 ro M A s E R ro 1 - O m r O 1 v BATH iv 3t• Hi h iv N " I O -1 - 0 1 W G i BEDR O o -6„ BEDROOM # 2 ' o 5 1 ea O„ 12'-O" A.F.F 12'-0" 10 4' - 8'-O" Flat Ceihn 9 _ 5'-l" -4 Flat Cjg� EGRESS 12'-O" A.F.F ' 5 She ea G Flat Ceiling cn Interior Bear Wa iInterior Bearing Wall 4' x 8' Arch Opening " II r----- - - - - -- Flat Ceding FOYER °D _ I I I I ' p - 12'-0" A.F.F o Flat Ceiling 4'-e" 4" 5'-O" r 1 _ I K O _ - _ _ N Rod t Shelf 8' Column Interior Bearing Wall 29'-0" ° GREAT ROOM x I ; 5' x 8' Arch O enin a I g e l �° 1 13'-O" A.F. I `" - �thl 1 Flat Ceiling I penmg II H II ------------- 1711 Interior Bearin Wall = O o0 0 0 00 in 0 Co _ °u _ ° 12'-O" A.FF .� I Flat Ceiling cn I i I I n I I "Wa 4'-2" Rod t Self ° ------------- o A.H.U. 4,-4" `. 3� 24'-0" I INING ROOM I Qy I I 2'-0" A.F.F I0) si Flat Ceiling 9 I1 p 5'-4" 2'q�"4x 8' 3'-O2,-4„_s. rcm -n2o'-Io" - - -GARAGE I ao W.H. o O 5 Shelve I p Flat Ceding j j q I 1 N I ° I 1 - a v 5 ° 2'-5" 2 D ._ _-_-__-_ ---- -----i ---, O Lve REF POWDER ROOM = N ry �y 0 2'-8" 5'-10" _ 1 rl N1 �I O" O BEDROOM 44 12'-O" A.F. Flat ceding a r or Fat -O" A.F. I 1 L_____-----_- O a W BREAKFASTEIeetrie oven NO OK Micro Above 12'-0" A.F.F Fan thru wall Flat Ceiling KITCHEN 12'-0" A.F. Flat ceiling o Z4 8 6 M 2 LAUND Y`^ 0'-O" A. Flat din w DRYER hR LO! Ceiling IDuhwashe Door Schedule lark Size Door Descrl tion A B 3'-0" X 8'-O" (3) 3'-O" X 8'-O" SINGLE LITE FRENCH w/ SIDELIGHTS SLIDING GLASS DOORS C (4) 2'-6" x 8'-0" SLIDING GLASS DOORS D 2'-6" x it FRENCH DOOR SINGLE LITE E 2'-1 X 8'-O" SOLID CORE - WOOD - 6 PANEL - 20 MIN FIRI F 16'-0" x 8'-0" GARAGE DOOR G 2'-8" x 8'-O" SOLID CORE - WOOD - 6 PANEL H 3'-0" X 8'-0" BI-FOLD DOORS J 4'-0" X e'-O" BI-FOLD DOORS K (2) 2'-0" x e'-O° SOLID CORE - WOOD - 6 PANEL L 3'-0" X e'-O" SINGLE BI-FOLD DOOR M 2'-6" X 8'-0" SOLID CORE - WOOD - 6 PANEL - POCKET N 2'-8" X 8'-0" 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 roame door if It meets both criteria listed above. , O � O /O (H) Z C H.B. Window Top IO'-8' Window Schedule Mark Size (wxl) Window Description I. 3'-1,, x 4'-2" SINGLE HUNG 2. 3'-►1 x 4'-4" SINGLE HUNG g 4'-0a x I'-b" FIXED GLASS TRANSOM 4. 3'-0" x 1'-6" FIXED GLASS TRANSOM 55, 2'-2" x 6'-4" SINGLE HUNG 6. X-2" x 4'-2" SINGLE HUNG 1. 3'-1" x 5'-3" SINGLE HUNG - EGRESS B. 1'-8" x 4'-2" SINGLE HUNG - TEMPERED q• 3'-1" x 4'-2" SINGLE HUNG - TEMPERED 10 3'-I" x 5'-3" SINGLE HUNG - RADIUS TOP - EGRESS II. 3'-1" x 2'-2" SINGLE HUNG - TEMPERED - ALL Windows to be white ESP aluminum windows with tint. Provide muntin's and structural mullionser elevations- See product approval chart for window manufpacturer 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. EGRES O U. EM ER D O H.B. A# I C 5'-1" 1 _ I _ 1 5'-1" _ I _ 8'-b" FLOOR PLAN TYPICAL NOTES: I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor tc 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, continuous. tie beams etc., to shall be 3,OCO P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drgwall at ceilIngs shall be leveled and attached to bottom chord of trusses with screws. 1. ALL wood in :cntact 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 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 betweer 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 bg 5/8" type "X" drywall applied to garage wall. 16. Wall and Ceiling shall have a flame -spread classification of not greater than 200 11. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 12'-11" J C.FlLt 1/It 18. All ex osed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.H.C. Residential Section R314 -- see permit Info box of code edition 19. G psum board material shall conform to ASTM C36, C19, C415, C511f, C630, C931 C9g60, C1002, C1041,C1111, C1118, C1218, C1395, or C139L and shall be installed according to the following: Drywall Thickness Location Orientation Framing Member Spacing Maximum Me spacing or fasteners Nail amng options for installation 0 drgwall into wood framingmembers 2" x min, thickness Nads screws „ /zOR Ceiling Perpendicular 24" I" 12" 13go 13/8Olong with 19/64" head 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail 0.080" dia. xx 1 5/8" long with 15/44" head Wells Direction I6" 9" 16" R Gi flum board red 0.084" dia. x 15/8 with 9/32" head. 58 Ceiling Perpendicular 24" 'I" _ 12" 13ga 1 5/8" long with 19/64" head 0.098" diaOR meter x 1 3/8" long annular -ringed or 6d cooler nail 0.092" dia.R 1 1/8" long with 1/4" head Walls Either Direction I6" g^ 16" OR Gypsum board nail 0,0915" die. x I 1/8" with 19/64" head. 20. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 21. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CII18 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. C T in Q R n/ lQK T - Q -Z 0 ro IL N ar• -� O 7 � �O - < , joocn�0 i OD CQN(14v uU 00 00 E OQ I fL o00OD@ Q upCVN �# J-ndi -bid-LV S uL a L Q ELL I v Lu ,L .J U) 71f I .. Sheet OF e Comm # 3-31 Thicken edge to 8"x8" with concrete and one 45 bar continuous 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill / 3*5 bar cont. a� . b... _4 .4 Q�� 1 (2) 45 bars cont. bottom steel I6" DETAIL AT GARAGE STEPDOWNSTEPDOWN Scale: 3/4" = 1'-0" #5 bar vert. w/ 30" overlap — at each filled cell I" recess for waterproofing at slab 3EE TYPICAL SECTIONS O I 4" concrete slab with fibermesh OR O 6"x6" #10/10 WWM on 10 mil Visqueen overr clean compacted termite treated fill Mason �OIIICI V414 16" F-16 FOOTING DETAIL SCALE 16"w x 16"d concrete monolithic footing with (2) #5 bars cost. and #5 transverse bars at 32 2" = l'-O 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, backfilling 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 FOUNDATION FLAN GRADE I dOn T�II III_II 4" concrete slab with fibermesh OR 6 xb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill DETAIL AT REAR SLAB SCALE 1/2" = 1'-0" 89'-4" _18'-0" Filled Cell Masonry Column With One 45 From Footing To Beam. Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS °1 119 1 1 00 I 1 19 1 1 El I I El I I Mi I I TEE 101 1 1 1 i ° O 1 1 ICpIO O I I IM �_ ___ O O O O O i ° 1 1 1 0 O O --t----r=�=� q L- I \ REF O O ,------------ I --------------------------------- F-16 ----- ivq`8—------------ Recess for ------ — -----------------------------� O O ;- F I� 2 F _ 12 "' ower I- I I 12'- IT-8 4"IF-1� concrete slab with fibermesh OR I O I 6"x6" 410/10 WWM on 6 mil Visqueen over �_ c, I I m clean compacted termite treated fill I Q 4„ Le I F-86 F — 5 I ;_ I SLOPE 2" I F-56 i ---------- F-16 ' Bearing Wall ---I ; In rior I i I 0 30 -9 Interior Bearing Wall O Fan ' I I Interior Bearing Wall nl I 0 I -- —------------------- —— F-56 I4" Step 71171 T-811 v F I TA - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F-161 I I I , m Interior Bearin WWII D O 0 I OD O iv F— I I Q I 4„ o.c I I I , 4" concrete slab with fibermesh OR I I 6"x6" 1*10/10 WWM on 6 mil Visqueen over fill j IT-8 I clean compacted termite treated 29,_0„ I I - SLOPE 2" I I I W." I N Q Q W I I v =O- u u O ° - - - - 00 I ----I �l v F-16 � \00 ' I I I I 4" concrete 6 #10/10 slab with fibermesh OR WWM 6 mil Visqueen over 1(2) x6 on j #5 bars (o I clean compacted termite treated fill 4 " concrete slab with fibermesh OR vert. here ___________I I Gas Top r 6 x6 1110/10 WWM on 6 mill Visqueen , over, T -iF_��'4 Electric Over ® o clean compacted termite treated fill -, 1✓ilcro Above - �� Fan thru wall WASHER Recess for 2N - - 1 Q ° ID--- Shower0 - o° o ----I ----I O O ---- I -77T - - 2'-9„ H BB SCALE: 1/-I" = 1'-0" FOUNDATION NOTES: 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 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.... 8. Contractor to provide filled cell with concrete and 1 45 bar Vert. at 32" O.C. max. Provide (I) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6' 0" to `l'-11" 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—l6 and A-3S Specifications. ALL Anchors to be A-301 steel. �1. Provide a minimum of 3 concrete protection at footings and 1-1/211 concrete protection at beams for ALL reinforcing bars. 10. Contractor to provide the Architect with truss shop drawings including ALL truss cut sheets showinIg 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,A /-" ^ � max from each corner thru Buck k 2 sides 9 header Detail 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 I" x 4" PT Buck Exterior face of wall \ P.T. Buck Detall at W[rdows 2 sides t header NTS H.B. r A iC 111111111R1EG1111E111 RiEQV1 2'-4" n fn Li Ln W m u QL m- Ci QUO 0 M, L N s � q)QLna� C OD OD E LL o QD M oNN wUNN 73 f0 vWr�? E � d v w Sheet �T OF e Comm # 13-31 SEAS SCHEDULE Mark Size and Description BI Two rows of beam block filled with concrete and 1 t*5 bar continuous in each row. Provide precast lintel filled with concrete and (1) 1*5 bar cont over openings B2 (2) 2" x 12" Wood Beam B3 (3) 2" x 12" Wood Beam STRAPPING SCHEDULE Mark Size and Description SIMPSON HETA 20 hurricane HETA 20 anchor at each truss supporting Max. 1810 lbs. uplift. Strap shall have (9) lod x 1 1/2" nails. Simpson HTS 20 hurricane HTS 20 anchor at each truss (24" o.c.) supporting Max. 1450 lbs. uplift w/ (20) IOd nails MBHA3.56 Provide Simpson MBHA3.56/II.88 Hanger w (1) 3/4" dia. x 8" ATR Into Top and Face of Block Wall and (18) Od nails into Beam Provide Simpson MBHA5.5/11.25 Hanger w/ MBHA5.5 (1) 3/4" dia. x 8" ATR into Top and Face of Block Wall and (18) IOd nails Into Beam Block hanger as needed w/ 2x Strap Beam to column using Simpson MGT MGT strap with (1) 5/8" dia. ATR embeded 12" min. in concrete and (22) IOd nails into wood beam Steel Angle 50 ksl steel Bolts A325 5�8" x 6" Nelson Studs w/ '/4" Dia heads q„ -„ 2„ �2' (J N 0 0 m 0 0 a ttach bracing to truss chord ,ing (2) IOd nails in all cations " x 4" wood bracing ROOF PLAN SEE REAR COLUMN CAP / DETAIL ON SHEET p-z TYPICAL ROOF NOTES: Scale 11 4" = I'-0" Overhangs shall be 2'—O'`, I'O" in front unless otherwise noted on tl - Roof pitch shall be 6:12 unless otherwise noted on this sheet Truss shop drawings to be provided bg 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 1'1ANUFACTURER Architect to review Truss Shop Drawings Prior to construction for Iagout and uplift verification Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company ,prior to truss construction to provide the Architect with truss shop drawings nciuding I..;ss cut sheets showing ALL truss reactions prior to ST,=ART 0. 1� NDATION JORK for Strap and footing sizeverification. M PROOF: SHEETING A7TACHI1ENT DETA I. 4 S .sh Minimum Nail Size = 8d ring shank (min. 2" long) Minimum Screw Size = 48 x 2" Minimum Sheathing Thickness 19/32" CDX Plywood Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge -Field Fastener Pressure Zone I Bid ring shank 45 psf Zone 2 4" 6" 8d ring shank 76 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 6" #8 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 Precast Lintel a5 bars ,-, , . • tCLFAR Lintel Length Bar Length Clear Span r �� ' A Bars �� B Bars ( 2'-10" 2'-8" -6" 2,tt3 none CLEAR — 3'-6" 3'-4" 2'-2" 2,tt3 none 8FB-OBAT BPS-IB/IT 8F8-I5/2T Addtional 4'-O" 3'-10" 2'-8" 2,11:3 none - a5 bars CLEAR s s, 4'-6" 4'-4" 3'-2" 2,tt3 none ne Row of H 5' 4" 5'-�' 4' 0" tt3 '!one Block Above none t Precast Lintel r' 1{ 6'-6" .,'-4" .; --4" 2,tt4 none - i i Additional T -6" 7'-0" 6'-2" 2,u8 none CLEAN_ - a5 bars �____� BFI4-113AT BFI4-IS/2T 8'-4 7'-10" j'-O" 2,ttE none NOTES ALL reinforcing steel Is grad2 6J. mm. coverage of steel=1.5" ^. min, bearing required 3 ea. end=8" 3. standard for remf. steel-ASTPi A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LfNTEL SCHEDULE Mark Window or Door Unit Width Lintel size Cast -Crete Specification Rows of "H B Ab ovlock e Bottom Steel size Top Steel Size Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" 3'- 4' 8F8-OB/IT I a5 3049 1549 1024 L31 2'-L" 2'-8" 3'-1" 4'-0" 8F8-OB/IT - - I a5 2541 1343 143 L45 4'-5" 5'-10" 8F8-05/IT - 1 31:5 1105 qo9 339 L50 5'-d" G'-L" 8F8-05/IT - I 95 1238 835 121 L40 4'-8" T-4" 8F8--OB/IT — I a5 1011 121 534 LBO 8'-0" 9'-4" 'SF8-IB/2T 1 a5 2 45 152 591 512 L90 T-O" 10'-4" BPS-IB/2T 1 45 2 a5 443 530 401 L905 9'-0" IO'-G" SFI6-IB/2T ONE I a5 2 a5 IS33 1183 401 LI00 10'-0" ll'-4" 8FB-IB/2T 1 45 2 a5 582 494 452 LIOOB 10'-0" ll'-4" BFI4-115/2T ONE 1 a5 2 45 131.4 1028 452 L120 IT-O" 13'--4" 8F8-I5/2T I $is 2 a5 1 411 428 324 - L120B 12'-0" 13'-4" SFI4-I15/2T ONE 1 135 2 a5 1 10-5 1 110 324 L140 14'-O" 15'-V PFI4-45/2T )NE I a5 2 a5 1250 409 1 259 LIDO 14'-0" IT-4" 8F8-I5/2T - 1 (r5 2 a5 300 192 fq4 LILOB I IC-0" IT-4" 1 BFIG_IB/2T 'NB 1 a5 2 a5 950 500 94 - ALL LINTELS SHALL BE MAE BY CAST-CRETE. - LINTELS SHALL BE FILLED OLID WITH 3000 PSI CONCRETE - REFER TO CAS'CRETE Cr TALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HAN-DLING INFORMATION, AND SAFE LOAD REQ. REQUIR=MEN'S - LWTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. - CONTR.' C-, OR TO V1�RIFY -L LINTEL SIZES BASED ON FIN, L ! ^ SONR i' OPENING ° CES AND ADJUS L `, TELS ACCORDINGL'i PRIOR T ^ LiRDERING ANY/AL.L NTELS tiJ to m K Q t`7 Q 36 U)oo 20 C NCA U Ib w = �- o 000r00 Qi 1 VO C'I CV 2 NUCVcl Ql� [Q UWrr a �V v is ELL Q LL �41� Sheet OF 8 Comm $ I C _ ��{�DuL I Finish Ceiling Finish Crown clg. height Ceiling Notes extured Drywall Knock -down finished drgwall Yes 13'-O" Single Coffer up to 13' - O" extured Drgwall Knock -down Finished drywall Yes 12'-0It extured Drgwall Knock -down Finished drywall Yes 12'-Oil extured Drgwall .Knock -down finished. drywall Yes 12'-0" extured Drywall Knock -down Finished drywall Yes 13'-0" Double Coffer up to 13'-0" extured Drgwall Knock -down Finished drywall Yes 12'-0" extured Drgwall Knock -down finished drywall Yes 12'-0" extured Drgwall Knock -down Finished drgwall Yes 12'-0it extured Drywall Knock -down finished drgwall No 12'-0" extured Drgwall Knock -down finished drywall No 10'-0" extured Drgwall Knock -down finished drywall No 10'-0" extured Drgwall Knock -down Finished drywall No 10'-0" extured Drywall Knock -down Finished drgwall No 10'-011 extured Drgwall Knock -down Finished drgwall No 10'-6" NGINEERED TRUSSES 24"o.c. TYPICAL drawings bg manufacturer ) 1pson HTS 2 :hor at each si f truss supporting Max. D lbs. uplift \ (2) 2x4' \ Fop Plate :o plate using Simpson Ith (6) IOd x 1 1/2" strap 2X4 studs #2 each t ss a Max ng 24" c.c. r bottom plate �— dia. threaded t in clean holes filled xy a 24" c.c. .o have min. iedment :)ting o plate using Simpson .h (6) IOd x 1 1/2 strap 5/8" drgwall telling 5/8" drgwall on both sides '—(2) 2x4 studs 4" concrete slab with fibermesh OR 6"x�" 910/10 WWM on 6 mil Vlsqueen over clean compacted termite treated fill Tgpical b seboard 4n_ o o d " o - 6 "o 4.8. Elevation Section VIEW IlCII 5/8" dia. nelson studs with 3/4" dia x I" h=ads with min. 8" embedment into column 3„ 4.2 ((� QW al r.= m 6 W } 6„ 5„ 1/2" thick plate V I CC W 11,411 ALL THRUBOLTS TO BE 1/2" CIA. A325 STEEL PLATE FLAN \\! ILW 11ClI v —G� 5 W 2' f 5„ El0-/r /e ya 43;.. !�" ALL FLANGES TO BE 1/2" THICK 50 KSI STEEL VIEW I'A'1 VIEW 11311 VIEW 11CI' CORNED CGLi IN. C,4 F D T41L ALL BOLTS TO BE A325 STEEL - ALL FLANGES AND PLATE TO BE 1/2" thick SOKS1 STEEL. = sum wallboard 1/2" wood trim '2„x�4" Wood Buck Note: all doors to be prehung Typical Interior Door Detail NTS gypsum wallboar( reinforce corne metal top trac bi-fold d 2"x4" Wood Buck dote: io track 8 bottom )f door, use fir. )racket a pivot ypsum wallboard -reinforce corners obi -fold door \ 2"x4" wood Buck Jamb Typical BI old Door Detail NTS "board wood trim )re -hung pocket door Typical Pocket Door Detail NTS VIEW IID11 Owner, specified crown molding \ Insulation - see section r >� 1 4'_ Coffer 5/8" drywall ceiling / (2) 2" x. 4' top plate C&IIIng Simpson HTS-20 at each truss truss with (24) IOd x 1 1/2" nails n each strap Strap studs to plate using Simpson -P4 strap with (6) 10d x 1 1/2" rails in each strap �/8" type "X" dryywall on 2" x 1 studs at I6" O.C. D&tall Scale 1/2"=1'-0" 4. b `"'.rap studs to plate using .Simpso,n SP4 strap with (6) IOd x 1 I/2" nails in each strap 2" x 4" p.t. bottom plate with 1/2" anchor bolt at 32" o.c. and min. 7" embedment with 2" washer Tgpical baseboard 4" concrete slab with fibermesh OR /("xillf" \ U10/10 WWM on 6 and Visqueen over clean compacted termite treated rill .. �' I6"iu x 16"d concrete monolithic �rootimgg with (2) US bars Cont. and 4 transverse bars at 32" o.c. Tunical Interior Btearii-,n Part it inn sale: 1/2" = I'-O" ._1 v v v N N E O U v `o U m rn c a a L t� L v L ..0 N m o� N >v W L a 0Ln 9 m he N iO Q X Q U Q- tV v Q in ao la O _>wmNO C (`l (N U U M Op E o4 w aro u 0 # (Y N 1 NUCY(V (11.) - r a ---a (rim rJ lL E IL I LU .s L v (n Sheet D2 of 8 Comm a 13-31 nts w Room Label Flooring Base Wall Finish Ceiling Finish Crown c1g. 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 12'-0 " Master Bedroom Wood 6" wood Light Textured Drywall Knock -down finished drywall Yes 13'-0" Double Coffer up to 13'-0" Bedroom #2 Carpet 6" wood Light Textured Drywall Knock -down finished drywall Yes 12'-0" Bedroom 43 Carpet 6" wood Light Textured Drywall Knock -down finished drywall Yes 12'-0" Bedroom #4 Carpet 6" wood Light Textured Drywall Knock -down finished drywall Yes 12'-0" Master Bathroom Tile 6" wood Light Textured Drywall Knock -down finished drywall 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 Light Textured Drywall Knock -down finished drywall No 10'-0" Garage Sealed Conc. 6" wood Light Textured Drywall Knock -down finished drywall No rl57 Finishk'd Floor P 0'-0" H Elevation PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL ( shop drawings by manufacturer ) (2) Simpson HTS 215 hurricane anchor at each sl f truss ( 24" o.c.) supporting Max. 2000 lbs. uplift \ 'l2) 2x4' Top Plate Strap studs to plate using Simpson SP4 strap with (6) IOd x 1 1/2" palls in each strap (2) 2x4 studs SYP 42 under each t ss with a max spacing 24" o.c. " 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 SF-4 strap with (4) IOd x 1 1/2 naris in each strap nts 5/8" drywall ceiling 75/8" drywall on both sides (2) 2x4 studs 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Vrsqueen over clean compacted termite treated fill Topical biiiseboard I Simpson HTS-20 at each truss �truss with (24) IOd x 1 1/2" nails in each strap 6/8" drywall Strap studs to plate using Simpson ceiling SP4 strap with (6) IOd x I I/2" nails in each strap (2) 2" x 4" top plate 5/8" tsype "X" dryywo.all on 2" x 4 studs at 16" C. Strap studs to plate using Simpson SP4 strap with (6) IOd x 1 1/2" nails in each strap 2" x 4" p.t. bottom pplate with 1/2" anchor bolt at 32" o.c. and min. 'I" embedment with 2" washer &ngl& Typical baseboard II / 4" concrete slab with fibermesh OR Jllj/ 6"x6" #10/10 wwM on 6 mil Visqueen over clean compacted termite treated fill " "=�W'w x I6"d concrete monolithic footingg with (2) #5 bars cost. and R5 transverse bars at 32" o.c. erior Bearing Partltlon Scale: 1/2" = 1'-0" Owner specified C of f &r C &Ihng Typical Interior lum wallboard 1/2" wood trim 4" Wood Buck Note: all doors to be prehung see section D &tail Scale 1/2"=l'-O" boor Detail NTS gypsum wallboar( reinforce corns metal top trac bi-fold d 2"x4" Wood Buck gote: io track a bottom )f door, use fir. )racket a pivot )sum wallboard einforce corners ,bi-fold door 2"x4" Wood Buck Typical Bi—Fold Door Detall NTS board wood trim )re --hung pocket door F Typical Fock&t Door [Detail NTS t�. rOOT. r A Ln a ` A v 0 A 0 cn a, -0O Q �O 0 CdN� U0 C OD OD E I>- o 00 M Q1 o cv cv i in k) EE �� WfuELL Q ~ILL I v � v ra W Sheet D — 2 OF a Comm # 3-31 I I kr ;7. kU@A,Tgbk�if ' Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® _ Eyeball Recessed Can Light So Dimmer Switch _S5 Exhaust Fan Pe Push Button Switch Ceiling Mounted Light Duplex Outlet Wall Mounted Light Special Receptacle Light with -Pull Chain (attic) w� waterproof, ground Fault interrupts © Computer Connection Jack ® Floor Duplex Outlet Flood Light Junction Box m Electrical Panel TQ Thermostat g Electrical Meter cv Central Vac AC L)ISC A/C Disconnect Smoke Detector Tv Television Jack Ceding Fan FT Telephone Jack ® 2 .x 4 Florescent Light ® I x 4 Florescent Light ❑I Intercom SPKR Speaker Hook -Up Q Ceding Mounted Light Dome Sty + Pendant Light ® Motion Detector l closet light ) © Carbon Monoxide Detector (2) #6 copper feed (1) 44 copper Feed 1410 cu ground 2" PVC Conduit '2 CIR SUB 1 200 PANEL ML nos 1 2" PVC ( FPL A/C disc. AA .PANEL METER (2). 42/0 copper Feed (U . st1/O copper Feed #t cu ground 2" PVC Conduit --'—'42 Copper to FPL ug servic ,ground to rebar in slab ELECTRCAL RISE F� per FTL 9-10-13 NTS PANEL "A" Poles BR Load Wire Description circa circa Description Wire Load BR Fo1es 2 40 1.0 kw a8 A/C comp 1 2 AHU 3 4 2 30 4.5 kw al0 40 gal. water HTR 5 G Range 8 %kw20 1 20 1.8 kw a12 Water Pump 9 10 Dr ar 11 12 1 20 1.5 kw #12 Range Hood 13 14 Irr. Pump 1 20 1.2 kw 412 Clothes Washer 15 It. I _ 1 20 .81 kw #12 Garage Door Opener 11 Is Dishwasher 912 1.2 kw 20 1 1 20 1.5 kw 912 Kitchen S.A.C. 19 20 Refrigerator - al2 1.2 kw 20 1 1 20 1.5 kw 412 Kitchen S.A.C. 21 22 ` General Lighting.. 412 — 20 1 I 20 412 General Lighting 23 24 General Lighting a12 — 20 1 1 20 412 General Lighting 25 26 General Lighting $12 — 20 1 1 20 412 General Lighting YI 28 General Lighting 912 — 20 1 _20__.,_— ai2 General Lighting 29 30 General Lighting a12 — 20 I I 20 #12 General Lighting 31 32 Bathroom GPI all — 20 1 I 20 412 General Lighting 33 34 Smoke Detectors a10 2.6 kw 30 1 1 20 9l2 General Lighting 35 3( - Porch Refidgerator 1 20 a12 Bathroom GPI 31 38 Smoke Detectors — sure 39 40 spare spare 41 42 Spare - PANEL "A" LOAD CALCULATION SHEET Load Descrl Uon city. Watts Total(Wat General Lighting l3 watts sq. ft.). Small Appliance Circmt(s) Range Range Hood Refrigerator Dish Washer Disposal . Clothes.Washer Clothes.Drger 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 I;100 I 1.200 1200 1 1,200 1,200 1 1,000 1.000 1 1 1,200 1,200 1 5,000 5,000 1 4 500 4',500 I 1,800 1,800 I [.Soo 1,800 1 1,200 1.200 I 810 810 I 1,200 1,200 _. Total Watts 31,80.4 First 10000 Watts 1111005S I I 110,000 10000 Remainder 31,804 140% 1 1 lo 15,122 Electric Heat or A/C 10,000 $45% 1 4,500 6,500 Calculated Load Watts 31 �22 Voltage 240 Calculated Wattage Divided by Voltage =Total Amps 132. Panel Size :Required = 200Amps 1 M_ M, HIM 1.. F r - - _ - - - - - _ - - 1 '---------- I IN LQ 1 ------ M_;E�,STEF I I \ I CLQS1 \ Elect�ric I I \ ET I \ Blinds -...-. - - - - - �- I \ I I -r-,_ MA T ' II �aoR ---- II-_-o ..� V I\ � _ _ _ _ _4_ x 8' Arch. Opening I e7. A. F. F, T al' A.F.F. S _ _ _ _ _ - 1 :'- - - cl I wP T C T Interior Bearing Wall a' olumn I 1 I H.B I----------- VP4 FCI I / Si I I es I i' BEDROOX, :43 es Interior Bearin LUall TV cNlnss 4' x 8' Arch Opernng II ir---------7s-k ROB I / I I I II __ r- I\ -------------i-� I I II 55'' x 8' (Arch Openings,I iFOYER \ I , / 1 18 x 10 Arch Opening ll nteriATI or Bearin Wall WP GFCI �PB- - - GFCI GFCI GFCI GF I C i 1---------- -- C.,ARA�� 1 - I / /I egg, \ I \\ \ \ Electric \\ i�I GREAT ROOM e' eOI�Ln \ �� I k3V wall I DINING ROOM - - - Blinds \.: I ® �� ivi —Locate Cy Owner ry.r 1 2' ---- -8" x 8' I- I \ �_-- --- - --� Arch Opening J 1 1 \\ \ - PC \ I 8' Column\fr s cn W.H. ~ 1 FCi / / 1 1 TD ySCJ 5 shelve Sh live �S - / Above / \ FCI Central vac I Garagge / IF-.- - - - - I t Below I I O ! / / \ I I DooF / I+E1 I Cabinet I I R I / / 1 Opener I Lights }� }� I / OS © Provide Electric FT / / wine 1 l l _ \ 1 / /. 1 i For Lift per I I U(� ) 1�� Manufacturers Specs 1 / I �aS Top - KITCHEN tar 3 A 8 Electric O_v13n \ eI,�NORY I / -- rltC��OVe \\ ® I I 'I BRE*KFAST 9FFdn th.ru Wa®"__-----� ------ 3 _ _ ibl 1 NOOK __ ICI wA,HER 1 iBEDROOM ��� I Dishwaahe DRYER I 1 zw I _ _ O FCI , Z`II 1 r 1---___--- L---- -- -� -- F CI FCI FCI H.BT- indow Top 10'-8" / ELECTRICAL FLAN -ELECTRIC NOTES: SCALE: 1/4" = I'-O" I. ; Use copper Wire onlyy, no aluminum:. 2; Provide and, wire all required smoke detectors. 3: Contractor : to , verify location or electrical service and provider 4-1. 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 IS' amp or 20 amp outlets shall be protected by Combination -Type AFCI Circuit Breakers. T Tamper resistant AFC'I receptacles ao be installed in; ALL rooms Kitchen, Bathrooms, and Garage::. 8,. ALL: 'bath and kitchen and garage receptacles to be GFCI 1 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 ver-sion of any supplements to. the 2010 ed. IL.. A/C :Refrigerant lines that are. ` run thru slabs must be sleeved PVC 12,, .in ALL °.A%C Equipment shall be l6 SEER 13 Provide .Disconnects at ALL appliances (water heater. A/C units, and ALL other equipment as required.. bg N.E.C.) H.: 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. 15 Smoke Alarms shall be installed to the following locations: a) In., each sleeping room. b) .Outside each separate sleeping area in theimmediate vicinity or . the bedrooms. c) .On each additional story of the dwelling * ALL.: Smoke Alarms shall ;be interconnected and hardwired ** w>. 004 Miss C� JJ.L'S•.LvJs•P.W.�MJ..�?SKK•��:M: I I I I BEDROOM :I:t2',\, I c I 1 - • e 111 - 2' U.C.Vent �L I. LAY-1 ; KITCHEN 2" r\ 2 \- 2" 3' VTR 12 \\ ' POWDER sINK-I 2° \�- I 1 3"�.r.\ i 12 1C' O O M 2„ 2' 2,r 12 1 12„ LAV=I i 1 \ \ 3 3° .31" .:. SINK -I :. 1 2° 1" \., BATH 43 2„ 'WM-1 2„ 2„ 3 we -I \� I 2 2„ all 13 12 1 Y LAUNDRLAV I I 1 3r, 1 I 3" wc-I 1 2„ 3 rn 2 1 SANITARY RISER eT-1 k: U L n L 0 DJ t- U ° N_ �> to o v o [•y Cn c c R a o � a oN L N IOU W gl —jN N T _NN r a _j] a �Ln -in Yv�Q a V qu ClN Photo Sensor Photo Sensor 2' U.C.Vent IL N it PORCH �Q 2 Q �O I 3" VTR SINK-1 n - „�i' V > OD Cn 4­1 Q 0 Ln N U O % MASTER C 0000 Ev �'2' I ' \\ 3", \ \BATH BATH U2u �o lu -U< cr-r oryN (a# 3" \ I s 12" 1 \ N 1 1 \3„ J m .��v� u LLI(0 ,a LAV-1 1 2-- 1 \ \ 3� � LAV-I �j" 2„ II 13 S 2„ 2" BT-1 LAV WC-1I CI' 16 E LL lL 3„ 3„ 3 � w 2„ Q to 3„ c.o. r` fn to V-1 3„ GARAGE Connect to sewer line nts Sheet E --- OF 8 Comm n 13-31 Eeictrlcal S mbol Legend S Single Pole Switch ® Recessed Can Light S3 Double POle Switch ® Eyeball Recessed Can Light SD Dimmer Switch Exhaust Fan Pe Push Button Switch ¢ Ceding Mounted Light Duplex Outlet Wall Mounted Light Special Receptacle PC Light with Pull Chain (attic) Gri Waterproof, ground fault interrupter © Computer Connection Jack ® Floor Duplex Outlet Flood Light ® Junction Box m Electrical Panel TO Thermostat B Electrical Meter cv Central Vac Acoc A/C Disconnect SQ Smoke Detector Ceiling Fan Qv Television Jack TTelephone Jack ® 2 x 4 Florescent Light ® I x 4 Florescent Light Intercom SPKR S eaker Hook -Up O Ceiling Mounted Light Dome Sty # Pendant Light "® Motion Detector ( closet light ) CM Carbon Monoxide Detector I A/C disc. (3) #3/0 copper feed 200 AMP #6 cu ground 2" Conduit PANEL M TE 2" PVC ( FF to FPL UQ servic -#2 Copper to rebar in slab ELECTRICAL RiSER NTS -- - - PANEL "A" Poles BR Load Wire Description cmctt circtt Description Wire Load BR Pd18P 2 40 1.0 kw 48 A/C comp 1 2 AHU so 3.5 kw 30 1 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 G Rene ttb 12.0 kw 50 2 a - 20 1.8 kw #12 Water Pump 9 10 Driter #10 5.0 kw 30 2 12 20 1.5 kw tt12 Range Hood 13 14 Irr. Pump 912 1.8 kw 20 2 I 20 1.2 Ike #12 Clothes Washer 15 14 1 20 .81 kw tt12 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 I 1 20 1.5 kw 1 a12 Kitchen S.A.C. 21 22 General Lighting #12 - 20 I 1 20 412 General Lighting 23 24 Go oral Lighting #12 - 20 1 - 1 20 #12 General Lighting 25 24 General Lighting #12 - 20 I 1 20 102 General Lighting 21 28 General Lighting #12 - 20 1 20 a12 General Lighting 29 30 General Lighting #12 - 20 I - 1 20 #12 General Lighting 31 32 Bathroom GPI #12 - 20 I 1 20 412 General Lighting 33 34 Smoke Detectors #10 2.8 kw 30 I 1 20 U12 General Lighting 35 34 Porch Refidgerator 1 20 #12 Bathroom GFI 31 38 Smoke Detectore spare 39 40 s are spare 41 92 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3, watts sq. ft) Small Appliance Circut(s) Range ... . Range Hood „„ Refrigerator. _ . Dish Washer Disposal Clothes Vaisher. Clothes Dryer Water Heater Water Pump . Irrigation Pump Porch Refrigerator Garage Door Opener, ...... _ .. .... .. Wine Cooler . . ....... ........... . 2598 3 1,194 2 1,500 3000 1 5,000 5,000 1 1100 1100 I 1 1,200 1,200 1 1,200 1,200 1 1000 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 1,200 1,200 1 810 810 1,200 1,200 Total Watts 31,804 First 10000 Watts 9100% 1 1 10,0001 10,000 Remainder 31.804 $40% 1 O 15,122 Electric Heat or A/C 10,000 9065% 1 4,500 4,500 Calculated Load Watts 31,622 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 132 Panel Size Required = 2oOAmps' H.B. Tall .WPP GRCI P G Cl ( -------------- � 1 \ 1 1 \ cc \\ I 1/----------------\ \\ C \ Elactric I I 1 \ / \ Blinds i------- r \ a $F- r)Rj:DOS'1---'f \ \ I _ _ -4' x 8' Arch Opining I \ -- ( \ ®l' A.F.F. I I vl Ill' A.F.F. r- - - - - - - - - - - I I I I I I MA,,5TERP �CLQSET w I WP cl /Ill LEI (JITVJ Interior Bearing Wall I I VL 1. I 1 I 1 I \ \ \ \ GREAT ROOM \ Electric \ rii{m��� Blip \ isLocate bg Owner -- tMif _Z P Fri /Above / /FclF� G I I E Below CaLights t R4F -� - Gas Top KITCHEN Electric O_Ven \\ 1'11c�ove \\ BREAKFAST MF`3n thr._�u wa®__-----® -------_ NOOK -��If/} IDishw�aaher II IK�FCI---.FC'1 ! o. I�r7EniF-eri H.IB3. ' Window Top 10'-8 PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK - UP IN ALL SLEEPING AREAS AND STAIR LANDING WIRED SO THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE ALL, A CARBON MONOXIDE ALARM SHALL BE INSTALLED IN ACCORDANCE WITH F.A.C. RULE 9B40472 WITHIN TEN FEET OF EACH ROOM USED FOR SLEEPING PURPOSES, Z114 LU II BP I 1 IN, I / - 1 FI I / BEDROOM2\\� I 1 as ���--- --- ''cns Interior Bearin wall - - - - Tv HI es 4x 8' Arch Opening C. C I I j r---------7`�'� I I 11 5' x 8' (Arch Openingsl I FOYER I 1 IQ' x 10' Arch Opening_ _ - - - - - - I I I / 9' Colppr' I / I I n" Wall i DINING ROO'\M �I2'-e' x e / , / / I - - - Arch Openir 8' Column Q I TV �g \ AUNDRYI ELECTRf CAL FLAN ELECTRIC NOTES: SCALE: 1/4" = 1'-0" I. Use copper wire ono aluminum. 2. Provide and wire Alall required smoke detectors. 3. Contractor to verifg location of electrical service and provider 4. ALL paddle fans shall be on a rheostat. 5. Recessed ans to be installed per NFPA requirements. L. ALL Branch Circuits that supplg 125v single phase 15 amp or 20 amp outlets shall be pr tec.ted bg Combination-Tgpe 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. 9. 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 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. Provider Di connects at ALL appliances (water heater, A/C units, and ALL other quipment as required bg N.E.C.) 14. A/C Ducts In: Garage shall be metal or I" thick minimum rigid nonmetallic Class 0 or Glass I duct or other approved material and shall have no openings into the garage. 15. Smoke Alar s . shall be installed in the following locations: a) In each Bleeping 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 ** YP ight Fan Heat g all ® / MASS/ER BATH Towel es Interior Bearing Wall / 1 BEDROOM '---------_f*O Z_ WP Gfci - -----T IT - ------------- GARAT A.H.U.„� \ GFCI ' I xa.= \ ual \ PC 7E N `«/ I \ I 3�5 Shelve I I 1 1 DooFe FCI Central YacGara Opener Provide Electric For Lift per Manufacturers Specs X I / GFCI Xf I �� �I I \ � I I Zo L-- -- --- - - - - -- A/C ACO C P GFCI #I Photo Sensor Photo Sensor TFA W Q co LL v u � I lJG. 2' u.C.Vant N 2" U.C.VSM. JIL O R C H Q Q)o 1 1 3" VTR SINK-1 .. _. .. _ ,_ t_ } OD M N LO CD O LAV-1 - AIL C < LO u KITCHEN 2° MASTER C: CD OD E� �\ ,�\ 1 1 \ r\\2„3i'1\\ BATH BATH U2 err �Q ��p(Ycwi# 2 \ 2 s VTR\\ \\ �L o l l� 12" 1 \ „ FOWDER 12" we-I+�-' ' r r SINK-1 I \\��i 2'��. OOM I 1 3 J I \\ 3,� 'I �Wrr�v- N1. m 12" 1 2„ I I2„ 2" 1 1 LAv-I 13" \ \ g,i LAY-1 2„ I 2" I \ BT-I I r, 2 II ,j u r - x a3 -► _ SINK -I I n1u I \ {} B A T H i-F 3 LAV-I 2" 3,r EIT-I LAV 1 3 L E tL Q 2u WM-I \ 3n 7� we-1 I 3 2" 2.r 3 we-1 \� j I 12" � 3a 3 2„ 3' ' 2" 3r, ��� 3„ �3 i2" 1 N LAUNDRY 12„ I 1 1 LAv- C.O. 3" 3a 1 "GARAGE 1 3ii WC 1 I 2° Connect to C.O. 2° 1 Sewer line 2 „I SANITARY RISER BT-1 nt5 Sheet F Is - OF 8 Comm # 13-�,I 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" COX plywood attached to trusses per sheeting attachment diagram on roof plan '-O" T. A.F.F. 5/8" thick light textured stucco on typical concrete block construction Smooth finished stucco band 4" .H. FRONT Hanson Regal/Spanish "S" II Roof Tile FL tt 3505.3 nailed to decking with (2) IOd ring shank nails. over 90 lb, mop in over 19/32" COX plywoodattached to trusses per sheeting attachment. diagram on roof plan v.ri. 5/8" thick light textured stucco on typical concrete block construction REAR ELEVAT10N 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: 1(.0 mph ultimate Mean Roof Height: I1'-10" Roof Pitch:6:12 Internal Pressure Co-e icient: ±0.18 Subje,ct.ability 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 2.4 DL+LL: DL+0.6WL; 0.6DL+O.6WL Exp Height Adj Factor: 1.21 x Load Combo Factor 0.6 = 0.126 applied below Components t 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 t Cladding Wall End Zone Width: Components It Cladding Wind Pressure (NET) Wall Zone: 4. +31.9/-41.1 psf Wall Zone: S. +31.9/-50.1 psf Components t 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 Detai s Provided? Yes Minimum. Soil Bearing Pressure: 2,500 psi, Presumptive: X B9 Test: _ psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: 2:12 - I ITCH = Roof Zone I Walls Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 otractor Frocluct Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product. Model # Manufacturer Glass Attachment method TEST Expiration at Design fximu sure of Approved Tests l•. II-1115.08 Single Hung Series 110 Thermal Impact CGI Sentinel Type "BI° pp spaced pert testing requirements stated Iin2NOAetration 9-22-15 + 80.0 PSF �• 11-1031.06 Fixed Glass Series 130 Thermal Impact CGI Sentinel Type "Cl" Concrete: 1/4" dia. Ta cons w/ min. 1 1/2" penetration spaced per testing requirements stated in NOA 9-22-15 + 80.0 PSF — 3. 09-1028.10 French Door F - 5 Impact p PGT 6„ .Type A e S x at 0 max from corners. p n wi n a n Jambs: II" o.c. max from corners at 18" o.c. thereafter 2-24-15 + 15.0 PSF — $:. 09-0826.10 Sliding Glass Series 110 Impact PGT 3/8° Type A Head t Sill; 1/4" dia x 3" Tapcons with 1 1/2" penetration at 6' max from corners. Jambs: 11" o.c. max from corners at 18" o.c. thereafter 2-I1-15 + 90.0 PSF 5: FLU 8248 9 Steel Overhead Garage 'poor 8100 Series Raised Panel Wa ne. Dalton y Per Plans - 1/2" x 6" sleve anchors at 10" o.c. + 46.0/-52 PSF _ Product Mullions NOA/FL NUMBER Model # Manufacturer Attachment Method TEST Expiration Date Maximum Design Pressure of Approved Tests Roof FLU 3505,3 Regal/Spanish "S" The Hanson Roof Nailed to decking with (2) IOd ring' shank nails over 90 lb. mop in over 19/32" CDX plywood attached to trusses per sheeting attachment diagram on roof plan Siding STUCCO ON BLOCK 6/8" Thick light textured stucco on typical Concrete block construction Soffit STUCCO ON LATH 1/2" thick stucco on 3/8" Hi -Rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1 3/4" penetration into horizontal wood framin and 3/4" penetration into vertical framinci Hurricane Panels 08-0623.04 0,050 Aluminum Storm Shutters Eastern Metal Supply Inc. Provide 1/4" dia. ELCO Male/Female "Panelmate" with min, 2" penetration and 1/4"-20 machine screw with nut at 6" o.c. for installation Section it8 9-1-13 ± 63.0 PSF ALL Product Testing by: Miami -Dade County Building Code Compliance Office / Product Control Division - I-- have --reviewed--the -above -and-- approved it by-mv seal below. ( Archit.ect. nr Rnrrinnor of 1?o.,..rrl 1 Pow, EV! S 1, -ON I/ 4m-D!$� ST, LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMP NCE REVIEWED BY DATE 10--) 1,3 PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INS PEOTION V ILL BE MADE Contractor Copy 11—M w nl I v fQ a (y L u (acy 0 4v� O O U L L 1 IQ tL la L 4, � O Q.1 � 731 u 0 J d Q �o j oD c<1 J 0 N cy u U 00 00 E !a I I o Q �Q OOD00W Q u0ryN, t# ci ..yam s .. O1QELL Q ~LL I LU L L- N Sheet 1_ OF Comm tt 13-3 Hanson Reggal/Spanish "S" II Roof Tile FL 4 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 5/8" thick light textured stucco on typical concrete block construction Smooth finished stucco band FRONT Hanson Regal/Spanish "S" II Roof Tile FL U 3509.3 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 24" O.H: 5/8" thick light textured ./ stucco on typical concrete block construction 12" x 12" concrete column block. filled. -with -concrete and 14).45 bars Vert. w/ stucco finish and decorative stucco capital and base 0 12 ,_SLOPE 6 12 SLOPE 6 smooth stucco ed PERMITTING INFORMATION (FORM 100) Florida` Building Code Residential: 2010 Edition and ASCE 1-10 for Wind Loading Budding Design is: Enclosed Risk Category: II Wind Speed: 160 mph ultimate Mean Roof Height: Il'-10 Roof Pitch: 6:12 Internal Pressure Coe iciiint: ±0.18 Subjectability to damage from: Weathering: Negligible Termites: Verg Heavu Width of Roof End Zone: 5'-6" Wind Exposure Classification: C Adjustment factor for Exposure Height Using Allowable Stress Design and Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; O.6DL+0.6WL Ex p Height Ad j Factor: 1.21 x Load Combo Factor 0.6 = 0.126 applied below Components t Cladding Wind Pressure (NET) Roof Zone: 1. +21.9/-34.6 psf Roof Zone: 2. +21.9/-60.0 psf Roof Zone: 3. +2L9/-89.3 psf Components t Cladding Wall End Zone Width: 5'-6" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +3-1.9/-41.1 psf Wall Zone: S. +31.9/-50.1 psf Components t Cladding Wind Pressure (NET) on Garage Door: +31.9/-5C.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: X IMPACT GLA5S: BOTH: NEITHER: I ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COM I NOE REVIEWE BY DATE PLANS. AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL. BE MADE FILE COPY HIP ROOF 2:12 TO 6:12 PITCH 0 = Roof Zone I Walls Zone 4 ... = Roof Zone 2 Walls Zone 5 END ZONE = Corner Zones Roof Zone 3 r" O 000 M4 SCANNED 3y t. � e�* FILE COPY I� �J--LI U J l� —A L I LL Q o, � w Cq 'QLinnoo C NN u C 00 00 E I I O O00000 aNN NUNS N N J vUiWrr uDvxo C LL E G[ Q) U-1 Q ffl co Sheet l . OF rN,45A#acheol A Ae ►'evlSAP 1&3��1�5✓ WARNING* THIS IS A PLACEMENT PLAN FOR ENGINEERED BRACING: SEE FINAL ENGINEERING SHEETS FOR THE BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR COMPONENTS AS DEFINED BY WTCA 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS DESIGN DEPARTMENT APPROVES THEM IN ADVANCE ALL BEARING POINTS MUST BE DIAPHRAMS HAVE NOT BEEN ANALYZED BY NSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. ALL.. HANGERS ARE SIMPSON STRONG -TIE UNLESS INSTALLED PRIOR TO INSTALLING EAST CAOST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE OTHERWISE NOTED. INSTALL HANGERS ACCORDING FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN TO THE CURRENT SIMPSON STRONG -TIE CATALOG ANY TRUSSES! FAILURE TO DO SO MAY RESULT FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. I SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS JENGINEERING TRUSS DRAWINGS. 12'-0" WALL HEIGHT 13'-0" WALL HEIGHT ENTRY ROOF BY BUILER TRUSS PLACEMENT PLAN FRAMED ENTRY BEAM TOP @ 13'-011 rd 21 0" TYPICAL END DETAIL D I"Ir IFF RI Ff) TWRFR TRUSS S)SIFPAS FROPUOTS O EAST COAST TRUSS 0) 5285 S'T. LUCK BLVD. FT. PIERCE FL. 34046 (10 OFFI(E: (772)46(3-2480 FAX: (772)466-533B 10. CUSTOMER:JMC Contracting JOB NAME: Marcello Res. ADDRESS:1848 Wildcat Cove Dr. CITY/COUNTY:Ft. Pierce/St. Lucie JOB # 24641 JOB # MODEL:[???] GARAGE SQ FT 0 ftz DATE 02/21/13 LATEST=02/26/13) iS&31.003 (3) (c), EAST COAST TRUSS b the "Truss Design Engineer" Trusses are designed in accordance with the Florida Building Code By approving this placement plan(s), Inatured anywhere on this sheet, the customer his representitive acknowledges that this acement plan complies with the structural intent the project. The customer also acknowledges that this iproval authorizes EAST COAST TRUSS to anufacture these trusses and deliver them to i B project indicated on this drawing. The customer also acknowledges that he/she J cepts financial responsibility for any repair, Q igineering, and labor required due to errors z ier than those of EAST COAST TRUSS. gned: Date: . r) LJJ CODE = FBC 20101TP12007 ASCE 7-10 DESIGN CRITERIA = MWFRS cc DCCUPANCY CATEGORY=11 G EXPOSURE = C Q MWF SPEED =170 BUILDING TYPE =ENCLOSED MEAN HEIGHT: 0.00 ft W GRAVITY LOADS (n W FLOOR: DUR FACTOR= 1.0 J Z PSF=TCLL-TCDL-BCLL-BCDL 40.0,10.0,0.0,5.0 . :D ROOF: DUR FACTOR= 1.25 U) PSF=TCLL-TCDL-BCLL-BCDL W 20.0,15.0710.0110.0 LOADS PER FBC & FRC U) "NON -CONCURRENT BC LL 10psf Z) CONCURRENT BC STORAGE LL 20 psf I— W DEFINITIONS MWF = MAIN WIND FORCE O C&C = COMPONENTS AND CLADDING I- TOB = TOP OF BEARING W TC = TOP CHORD BC = BOTTOM CHORD U] LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT F- # = POUNDS UPLIFT MUST BY-PASS FLOOR TRUSSES z UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. o ALL GIRDER/COLUMN LOADS MUST 0 BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. W6 STRONG BACK BRACING, 10'-O" O.C., IS RECOMMENDED ON FLOOR TRUSSES 0.SPANNING 20i-0" OR MORE O U AUTION: SPANS GREATER THAN 30'-0" UST BE SET WITH A SPREADER BAR. THE PPREADER BAR SHOULD BE AT LEAST 1/2 J '3 IN LENGTH AS THE SPAN OF THE TRUSS EING SET. \ /� EFER TO BCI-B1 FOR COMPLETE RECTION AND SAFETY PROCEDURES. 0_ ALL BEAMS BY BUILDER CL NOTE: TRUSSES DO NOT 0. SUPPORT ANY PLANT SHELVES .Oe REVISIONS - 02/26/13 MOVED OUT ENTRY & GARAGE r WALL 12". ADDED BEARING WALL BETWEEN GARAGE AND FOYER. 4— O SCBY Ff) was l(,ec� A Ir- - Stluc[eftrity the revlSlan /� ��S CL 4' concrete slab with fibermesh OR 6"x6' �tIOAO WWM on 10 mil Visqueen over clean compacted termite treated fill 1*5 bar cont; n5 bar vert. w/ 30" overlap at each filled cell I" recess for waterproofing at slab (2) 45 bars tort, bottom steel STEFDOW Scale: 3/4" = 1'-0" BEE TYPICAL 5ECTiON5 4" concrete slab with fibermesh OR Cx4" 1:10/10 WwM on 10 mil Visqueen oven clean compacted termite treated fill F-42 I -t Il llll ff~ J_ _ I I 'REF I F-12 I I I 1T-8 I I / SLOPE 2" \i -- I r, ti I l�l _ I �F-42 I I I Thicken edge to 8"xa° Filled Cell Masonry Column with One Filled Cell Masonry' Column with One with concrete and 45 From Footing To Beam. tt5 Fhom Footing To Beam Each. one tt5 bar continuous 4" concrete slab with fibermesh OR Conc. Fill To Be 3000 PSI Conc.- . Fill To Be 3000 PSI 6"xb" 410/10 WWM on IO and Visqueen over See Floor Plan For Location See ,Floor Plan For Location clean compacted termite treated fill GRADE -III (I 0. -- (-�� I I Jilli DETAIL'. AT REAR SLAB Single':Fllld Cell Column Double: Filled :Cell Column - SCALE 1(2„ _ I,_O„ NTS NITS - - H.B. u i -- Eli n n U L O j n j Z------------ ---------------= ----------------- ----- - --=------- __— --- - f=`I----- T -_ - -- ---- i_' - D i2eces5:for �. - I (_1 I I ower _. i- I I with N F (."X� 910/10tWWMb mil \/[$que n over _I jm clean compacted termite treated fill _ 4„ t�l I ' <I - - �O'_ .. --�--- F_24 - - --n F-2�f ----.--- -XI .. F-1� --- ----I- - --I F-14 - 1� riOr Be-e- r JI----------- ----------------- =-------------------------- .r--�----- - i Interior earing ll UJ6- - - 77 7 - -- ------ - - - ---------------------------------- ----,`-- - ���=For B ar�n.o- - - ---- -_---------...-------- ._.___. ——— ——————— — — — — —— I oj f l - -' - Ji _ i ji I 1-I " I--- -- — ---- --- s -oIII Hill /, -1I=i= - � i---- -------------—_ - -_ -- --_—_- --—BY 1�f -4"46'-8" 4 16"w x I6"d concrete monolithic Step —F—Ib footing with (2) 45 bars Cont. and tt5 transverse bars at 32' o.c IT-8 I 4" concrete slab with fibermesh OR A.H.U. D 6"x6" 410/10 wwM on 6 mil Visqueen over I sT,LUOIECOUNTY q ! BUILDING DIVISION p - 2'-,4 - - ---- I p clean compacted termite treated fill 3,_0„- ----- ___ J - - _ _-- I REvIEWEo Thicken footing at corner 1 r 9 / FOR CO P I NCE I as SI10Wn for U lift from I F-16' + RENEWEDEY F-16 FOOTING DETAIL I beam above with 95 bars I _ J i DA TE _ SCALE I/2" = I'-O" I at 8" O.C. max spacingu I PLANS AND PERMIT NO NSPECTIION WILL) EBMOR ADE SLOPE 2 Termite Frotectlon for New Construction as per F.B.C. 181(0.l CONTRACTOR TO REFERENCE F.B.C. sa4 -----_ --- J _ YE_ 4 rconcrete slab with fibermesh OR BUILDING 1816.1 FOR FURTHUR REQUIREMENT - I ' -- hit 6 x6' #10/10 WWM. on 6 mil. Visqueen over Soil treatment used for subterranean termite prevention clean compacted termite treated fillinside the foundation perimeter shall be done after all 4" concrete slab with fibecmesh OR s Tc 6'.'x6" #10/10.. WV1 on mil Vis ueen over.;excavation, backfllling and compaction Is complete. (2) #5 bars _ a �_pb q �Ctrir clean compacted termite area ed fill vert. here o .' If soil area is disturbed after initial chemical soil treatment, I cry -. c✓` _ area shall be re -treated with a chemical soil treatment �, l\ - �n th~ e<�ll WasHEk Recess for =y - :' _ - za o_----- T including spaces boxed or framed. F - I iDs F —1 J DRYER Shower _ N jin, (_ - - - --------------- ---- -A - (p Treatment must be in accordance with the rules and laws -- ='--- -- __-------- - --- --------- - ------ --- ----established b the Florida De artment of A riculture and �, -___r - - -r- r-r-r - of y p 9G G U L O �7 O -- consumer services. -i Protective sleeves around piping penetrating concrete H.B. .. slab on grade floors shall not be of cellulose -containing 84'-3•• #1 1 -4 ' materials and shall have a min. wall thickness of 0.010" 31E---___---- - - - -- = = -- --- --- - -- — --- - -__- -_-- _ ---- and shall be sealed within the slab using a noncorrosive clamping device to eliminate the annular space between e9'-4° , pipe and sleeve. NO TERMICIDES shall be applied inside the sleeve per FBC Plumbing 305.1.2 Attach door to block :wall with 1/4" die. x 3" tap -cons with. min:' F 0 L V D/47 0N F L 4 V 1 1/2" penetration at 12" o.c. max PA A .4f h FOUNDATION NOTES: SCALE: 1/fir' = 1'-0" I. Anu y changes to plans must be submitted to the architect I or approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and 6menslons 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 .41 `/erlf y all recess thickness at showers, tile, etc.... Contractor to provide filled cell with concrete and I #5 bar vert. at 32'` o.c. max. Frovlde (1) filled cell on each side of openings up to 5'-11" wide. Frovlde (2) filled cells on each side of openings from �'-O" to 9'-11 11 and Frovlde (3) filled cells or 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) �. 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-I6 and A-3'n specifications. ALL Anchors to be 4-307 steel. 9. Frovlde a minlmum 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 nF Fn11NM471ION HYDRk fir rt_ran and foe)tfnn SIZE verification_ Exterior face of Wa11\ = � rMe - an 6 o.c. max rom each corner. t ru I" x 8" PT Buck 4 �I"xa P-T. Buck 2 sides fl header Detall at Exterior Doors NTS. Attach window to block wall with I/4" die. x 3" tap -cons with min. 1 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 (Windows "x4" P.T. Buck 2 sides il header NTS .a v z� ti u� m C E o U m z 0 L 1(1 `o c ° ° a; c � a A ip L L N L vlt— L 0 CV ilo tn r L I Q , Ln �3 [Q Ili Uj 64 o l� C) U I v L O 0) u- LL Z11 ._0 U U ih -a E 0 N m w �O < �O Q'000n,41O (V N U U M00 O Q �(oi- r 07 oo @'< RJ (,-A(V # I UCA L 10 ,j r- r Iwr-t La ti Ell U ;! t L If, Sheet o= e -omm