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HomeMy WebLinkAboutBuilding PlansGENERAL NOTES: 1. Construction shall follow Florida Building Code as adopted by the County or City in which the building is to be constructed with all applicable amendments. 2. The Contractor , Subcontractor , Supplier , Etc shall verify all dimensions , conditions at the jobsite plans and Specifications. 3. All written dimensions on these drawings take precedence over scaled dimensions 4. Structural features not detailed on these plans will be addressed by the engineer as construction progresses. STRUCTURAL NOTES: 1. Design Loads: Roof (DL+LL)= 50 PSF Wind Velocity= 163 MPH Supporting Structure (Fastest Mile) 2. Soil Bearing Capacity 2500 PSF with Compaction Test Result of more than 95%. 3. All Structure Concrete and Grout shall have a minimum compressive Strength of 3000 PSI at 28 days . 4. Slab/Footings to be concrete with minimum compressive Strength of 2500 PSI at 28 days . See plans for size and steel requirements. 5. Minimum Concrete protection for reinforcement Bars: Beams: 1 1/2 " Footings: 3' 6. Lap all reinforcing Steel a minimum of 48 bar diameters. 7. All Standard Lumber shall be SPF , or stud grade with minimum Fb-1200 PSI or better. 8. All lumber in contact with concrete or masonry shall be Pressure Treated. 9, Splitting or cracking of structural components due to installation of hardware is not permitted. 10. Unless otherwise noted , the installation of specified hardware shall conform to the manufacturers instructions and standards. 11. Bearings points of headers, girders and beams shall have vertical supports sufficient to support loads and shall be properly anchored for uplift as will be noted. 12. Roof Sheathing to be nailed with 8d Galy. nails or equal, 6" O.C. 13. Unless otherwise noted for exterior walls, exterior plywood sheathing and interior drywalls is to be nailed with 10d nails or better , 6" O.C. edges and 8" O.C. Filled . Drywall screws 1.5" long and .131" in diameter. 14. For ridge vent installation block with 2x4 #2 HF or better between top chords or trusses along the edge of plywood directly below the vent. 15. For Frame Segment to masonry segment connections use PT vertical secured to masonry with 3/16" dia. lag screws 3/4" embedment to 3000# concrete min 18" O.C. 16. WALLS: The double top plate (butt splices) shall resist 40001b/splice -All wall top plates shall be lapped a min. of 24"@ splices w/ 7-16d nails min. lap center 1/3 of wall shall be 4' w/9-16d nails. 17. At Gable, provide 2x4 full blocking to the trusses for the first two truss spacing, spaced at 4' O.C. nailing shall be 4" O.C. at first truss. 18. Apply Plywood roof sheathing face grain perpendicular to supports. 19. All roof covering shall be applied per manufacturers recommendations or per FBC and local codes whichever is more strenuous. O WINPOW ANP POOP, 5CH�PUI,� / FFOPUCT AFFFOVAL5 OPENING PP012UCr M012�1, NUMPfPf WINPOW OF, PPOPUCr 12�SIGN IMPACT IN5rAA_A110N & ArrACNMENr ACC�PrANCF �XPII2A110N 1t7 1200P MFG P, P1:�55um M5151rANr METHO2 NUM(3r1? 12A.I� 12efer to 5peciflcations 5rC110NAL M012F_1, 824/ 811 12A13 P001Z Co. + 56,-64 Yes & Prawinq in Product OA 20-0929.12 2/ 22/ 2025 GAt2AG� 1200P Approval lZefer to 5pectflcations WIN12OW 5ingle Hunq Jeld- Wen + 65, -70 Yes & Prawinq in Product FUG* 14095,1 4/ 30/ 2023 Approval Pefer to 5pecjflcations WNT F-xer1or Poor Je1d- Wen + 50, -50 Yes & 12rawinq In Product, FL, # 167083 1215112022 1 �p 5112F_ Pefer to 5pecdflcation5 Pools Pxterior 5ide Moor Jeld- Wen -4-65, -6 5? Yes & l2rawinq in Product FL.4 16708.1 12/ 51/ 2022 Approval 9-112ING Pefer to 5pecdflcations POOP, Fxterior 5lioli" Poor Jeld- Wen + 60, -60 Yes & 12rawincq in Product FL,# 21706,P4 113112025 Approval KOOF Underlayment Poi glass U5A, Inc, y -60 P5� N/ A I'.ef r to q in Prec if ducts & IZraw�nq �n Product �� # 5259.1 12/ 23/ 202-5 Self Adhered Approval Pcfer to Specifications 1200r MrrAL KOOF J.A. Taylor 190 MPH N/A & Prawincq in product Approval NOA 18-1023,17 1 / 0912024 P.00flnq JURISDICTION: ST. LUCIE COUNTY CODE: 2020 FLORIDA BUIILDING CODE BUILDING CLASSIFICATION: CATEGORY II MINIMUM SOIL BEARING PRESSURE: 2500 psf LATERAL LOAD OF TRUSS ANCHORS CONSIDERED: YES SHEAR WALL CONSIDERED: YES CONTINUOUS LOAD PATH PROVIDED: YES WIND SPEED (3 SECOND GUST): 163 MPH IMPORTANCE FACTOR: 1.0 EXPOSURE: CATEGORY C MEAN ROOF HEIGHT: 14'-0" BUILDING DESIGNED AS: ENCLOSED INTERNAL PRESSURE COEFFICIENT + -0.18 EXTERNAL PRESSURE COEFFICIENTS FOLLOWS: VERTICAL GCpf: + -1.07 HORIZONTAL GCpf: -1.4 ROOF OVERHANG GCpf: f 0.55 BASIC VELOCITY PRESSURE: 29.85 psf FOLLOWING WIND PRESSURES BASED ON Atrib: 50 SF (5 psf DEAD LOAD USED IN CALCULATING UPLIFT) ZONE 1 MWFRS: +32.12 psf ZONE 2 MWFRS: -12.29 psf ZONE 3 MWFRS: -27.61 psf ZONE 4 MWFRS: -25.12 ps f ZONE 4 COMPONENTS & CLADDING 47.5/-49 psf ZONE 5 COMPONENTS & CLADDING: 47.5/-49 psf ROOF UPLIFT MOMENT 14.5 FT-LBF �6� I06 �EOF P GE OMQ�� N� G00�uG�� GpV 91.V 600 0 r. co pY '9' 14'8" CU DINING ROOM 3 10'0' FLAT CLG inln• 6'6"� 5'5• b O o Q O KITCHEN 16' 3' 2' 9,6, 25' 10'— COVERED PORCH 12'S LIVING ROOM 10'-11'6' COFFERED CLG 23'2' 7 9' it 9' 7 MASTER BEDROOM 10'0' FLAT CLC 15 U Q� -Arch i i i 31101— 6 6' 6'11" 6' i - i ;>46 L---------------------------. rJ 3" Pantry 11 I \ 8'0' 8'0' N too DEN LAT CLG cs�s o 3'4' a 12'2` 8 o n I 0 i i Li CD FffC 6'9" W.I.( 3 EDROOM 10'0 FLAT CLG 15'2' pa .BEDROOM M 10'0' FLAT CL 10'6" 2'5" 11101- ,ill * 13'3' 1# 6'2 7 E W. 10' 17 13' n' 11'0` w BEDRO M u' 10'0' FLAI CLG 3 A/C HDLR A/C 1o'io' PAD A I F. ATTIC iACCESS 8'10" 21'0" GARAGE----------------------- 21'°° 16 FT GARAGE DR. 1- I I I I I l I 4'2' 4'2' 2'5' 1610' 2'5' 20'10". 54'6" ►W 71 0" TABULATION AREA LIVING AREA 2675 SF COVERED FRONT ENTRY 81 SF COVERED PORCH 320 SF GARAGE 451 SF TOTAL 3527 SF PROTECTION OF OPENINGS: BASED ON FBC SECTION 1606.1.4 I EXTERIOR OPENING THAT RECEIVES POSITIVE PRESSURE SHALL HE PROTECTED WITH AN IMPACT RESISTANT COVERING MATERIAL THAT MEETS THE REQUIREMENT OF SSTD12 ASTME1886 AND ASTME1996 OR MIAMI-DADE PA201,202 & 203 AIR CONDITIONED SPACE VOLUME 27685 CF NOTE: BLOCK LAYERS / FRAMERS TO CONSULT W/CONTRACTOR I=r)P RCIIIrN r)PFNIKIC.0 r1Iz 1A1INInnXA/C Alvin r-1nnPc DOOR SCHEDULE DR# SIZE WxH ROUGH OP QUANTITY REMARKS D1 D1 72'X96'Xi 3/4' 6'0'x14' 740X97' 6'2'x14' 1 1 EXTERI❑R DR w/TRANS❑M TRANSOM D2 2'8"X7'8"X1 3/8" 34'x93' 9 INTERIOR DR 6 PANEL D3 2'6"X7'8"X1 3/8" 32°x93" 7 INTERI❑R DR 6 PANEL D4 2'8"X7'8"X1 3/8" 34°x93" 1 GA. D -1 HR FIRERATED D5 'X 'X /4' 38Vp'X8iYa0 1 FXTFPTng DR D6 140V"X95V4 141'X96" 1 DR -12'SLIDING WINDOW SCHEDULE SIZE W xH ROUGH OP ROU HOP QUANTITY REMARKS MANUF. MODEL POURED SILLS PRECAST SILLS Wi 52x62 5,2Ax63 5 MIN 5 SF ❑PENING W2 72 x 62 72�4x63 4 W3 36 x 62 36�4x63 4 W4 52x62 - 2Ax63 1 BATH, WIN, OBSCURE FIRE SAFETY OPENING EGRESS WIND❑WS IN SLEEPING ROOM MUST HAVE A MINIMUM CLEAR ❑PENING HEIGHT OF 24' & A MIN NET CLEAR WIDTH OF 20'. NET CLEAR ❑PENING AREA SHALL A MIN OF 5 SQ FT ON GR❑UN,D FLOOR 5.7 SQ. FT. ABOVE GROUND LEVEL , MAX SILL HEIGHT 44 ABOVE FFE SCALE 1/4 -1,0 MARIA & MANUEL DESIGNED BY ABRAHAM CHABAB, Inc. GARCIA AC NE Corner of Linwood Ave + FL: BOARD OF PROF. ENG. AUTH.#26790 & Summit SIL DRAWN BY AC 1391 NW ST. LUCIE WEST BLVD #411 DATE 10110120 PORT ST. LUCIE FL. 34986 FLOOR PLAN Email agchababl@msn.com SHEET 2 ❑F8 772-475-6630 I LE COPY 2'VTR' SEE FTG DETAIL ' 54'6 16 0" 4,9, 12'0• 7'9' 14'0" 14, 7,0" 2°VTR ivz" LAV 8,0, I- — —I • • • ---- -- — L— I-- -- — - —t-- • --' ---- •--�, • (U T2" 2"VTRi --- — -- 2'CO L I i 7'3' i Sec.A—A i Sec. —E 1 Sec.A—A I h I I I WC I TUB • i i COVERED li 91 L i J L { Av I PORCH( I t 2"Co k N I I I I, 2 I, • I 1 . 10'0" 2"VTR SHWR AV REBAR( 211 2° CO 3 I I • MAX S SPACING I L WC l jg ff o I 5 FT O.C. ) 2" 1 5 I I ( • I " SHWR I • 12'SLDG DR 4INSTEP • • I I ICU WC `x STUDaivZNr J L 3n I - fL — — — — — — -e---------------- —'--------� I SHWR 1'r� • 3 SINK 2" LAV Sec.B- B I 2° CO 211 18'6" ( 1 • I Plu►mbina Riser I 4„ PLUMBING MISER SUBJECT To CHANCE NTS I I • CO AS REQUIRt.D BY PLUMBING OONTPACTCR. I I TO SEPTIC 'TANK Sec.A—A I t7'0" DRAINFIELD - 4„ • J ( 16" 3#5 REBARS • I 4 IN THICK CONC.C2500 PSI r11n) '��; I • • � I WWM OR F'I RMESH W/LAYER 6x6 BE .. I CONIC, OVER 6 MIL POLY VAPOR BARRIER POVER OISONED FILL �� / w #=' y 3 ( , I0 • 7#5 DOWELS I b -- �j'r�, SEC A -A NTS CU ' r 6a'o" Sec.A-A r—_-r___`y "`ii i ,ie 4' 4' 3#5 REBARS � 15;3< I i Ref i f 16,, 20" 245 REBARS 16„ 13'8" SEC �+ _ -- ---------==•' -----' I 5 REBARS �7EV NTS • �B • �� �4'X4'X16' FTR I - EACH WAY ' W/6#5 REBARS I " ACH WAY I 8 N I o 9.81 Varies 6#5 REBARS 3 I ii ii o Sec. — I I EACH WAY 4., 4 _ —4' 4 2#5 REBARS I -�— I — I 1 3#5 REBARS 16 ---- 4 I 4 6 --- I ( I � I �- i I 3 e • • • 9' 0' • I. I A l l W i I ,x i I I i STEP !--� r----� =__ ; I � FOOTING DETAIL_ , NTS LII- J �� b J�1 i A/C 0„ 14 I r- -41 HEI-e-; - ------ ---- o'1o° SEC D-D SEC'E-E C] ( EACH WAY I----- -------- W PAD, u, I #5 REBAR W 3#41REI3ARS I # 0 5eir'.C-C y r 2#5 DOWELS ALL FTR MUST BE FOUNDATION NOTES 3 • i MA5 FPACDING I r _ III m 'a r�l a•DiA POST M I ALL, CONSTRUCTED •( I - EMBEDDED 5'Q (J concrete Prepare stab to reciAwe 4in • MIN RVINTO N(. UNDER 16" PERIMETER 2500 PSI with layer 6X6 wmm .6 MIL I I 2p FTR =181 poly vapor barrier over clean compacted I 16'8' L— I is" F❑❑TER soil treated` for termite I IV, �. Pitch at grade 1 Inch per 10 feet' Typical l I Cm I I • `I in direction of arrow 13'0" I _I j 02.21 Recess floor slab 1 inch at all sliding glass doors and garage door I • 8'10" 2418' i I A/oa 2#5 REBARS Sunken showers to be 4 In concrete ( recessed slab with 6x6 wwm • • • Sec.A-A21SGARAGE I I Se D--D ` Sec.D—D • 6#4 REBARS • • • I �— 16'4 a • ig" ����11411Clf'jy/ W2- W - 62 ------ - -- i =-- .6 ET GW- _ E Df ( o I I Fla 165 k I I I I #4 REBARS 3 " 1 810, 810" j I I FOUNDATION I F00TER q. 2 ( I NTS I (� FOOT N DETAIL DETAIL ''���Fss.. N : `` ��• t— — — — — — ` — —..— — — — — — � NTS DESIGNi:D BY 5'11" 13'3' 6'2' 4'2" 4'2' 2'5"�r— 16'01 2, MARIA & MANUEL. AC SCALE 1 / =1 ( ABRAHAM CHABAB, Inc. j� GARCIA 8,4" EVE Corner of Linwood Ave 85'4` 2010DRAWN BY AC I FL. BOARD OF PROF. ENG. AUTI4.#26790 &Summit $�. r 54'6" LUCK V 411 DATE T. W BL D 39 NW S WEST 1 1 E ORT sT Lu�1ra; L 349s6 FOUNDA,TIQN' PLAN 11/12/"'CQ F PLUMBING RISER Eriiail agchabob1@msn.corr► SHEET 3 OF 772-475�6630 3 13,9- 51QIS HIZION 4" �3 �� ;o NOIIVA313 NV321 1 01I -- — — -- — — -- m r r ri nj m g4'6• co H 16 0 4,9. -: Y2 0' 7'9' 14'0' em — — 7 0' D 3 2' All '3' 14.8• 25'10' 12,8, M .Z COVERED / a z I N PORCH il'9 MASTER BEDROOM / I ` 10'0' FLAT cL I q x DINING ROOM 10'0" FLAT CLG 15,6. 100 / 18,0" i \\ 12'SLDG DR N \ \ Is I n if / __Arch 14,8+ 22,6, / I \ \ 619 �6 3'10' 5 5' ` W.I. 6. / 0 1 I LIVING ROOM ,L I7'0. 0 0 10'- 11'6" COFFERED CLG A J I 1 � 1 I 0 1 z 21 a'2' ITCHEN 6' I / 16'3' b 47 o i \ 1 6' 1 1 i i N 1 1 d / 11 -------------------------------- O ,3" Pantry I Ref I Q 5' 9 W.I. . I II ------ -Arch �--- 5,8• � q2 1 �56 71'0' --Arch-- `- -------- DEN 13 8' r-- If 10 CLG ,� g Q ;"o_i 1 ; 34� I i w� r z D uwi 12 2" ; 3ia- o m I 13'6' 2`O 4.0" T6' 6' 11,6. I I a tii! z 110. NZ -- i 90uo ,• ' BEDROOM I 7`8 ❑ 10'0' FLAI CLG I I 1 9' 0 .C. o HDLR I 2 4 z I � s, I. 6' 0' ABC 101l0• z x z CC V:-RED PAD 4, I i EDROOM FRO EN / ,,,FLAT CLG �� 9 12' 15'2 w BEDROOM 16'a — o / I / I / 110'6' ; i� I / / / I / . r b s•u' Metal Roof i I '0 FRONT ELEVATION SOUTH SIDE 10 0 FLAT CL 13'3' RTT�� 8' 0' 24'8' 2 2ro° GARAGE zl o I I 16'4• \ - ----16 FT GARAGE DR, -- i \ 0 I \ I > \, LU \ Wa 2 In (i W v J TV 8 4' 20'10' W i SCALE 3/16"=1'0" T 0, P A E 22 101 g®La ®®L3ULa 0' FL EL 12�V.1 Cm't2 iFFIUIFiYIb ' 8,02,21 Metal Roof on 12 Weatherlock Underlayment 6 on 5/8 in CDX Plywood on PRE 'ENG Wood *Soffit Shall Consist of 74' Trusses 24 in O.C. Cement, Stucco over Wire R-20` Lath w/11Ga.x2" long Nails c ene Foam w� fib" head ® 6" O.C. Over See Connector Insulation Schedul " Metal Rib Lath @ 6" O.C. *Provide (2) Layers of #15 Felt Over Each Framing Member %"Drywal 212" AL. Drip Edge jl (2) Course of Beam Over lx3;P.T. Nailer w/1#5 Reber Filled with Concrete le' * igg Fascia Board I * 2x4 Cont. Sub Fascia Bored Nailed to Truss Tail w/(2) I 16d Nails (Or Better) 8"x16" Concrete Bik w/#5 Vertical Dowel in Conc. Filled Cells as per Plan lo'o' Light Textured, Two Coat Stucco System Provide Stucco Stop I at Foundation i 1x2 P.T. Furring I w/R4 Foil Insul I under 1/2 D.W. I I I I Floor Covering & Style of Base to 20inxl6in "Mono I be Determined Footing w/3#5 I Rebars Continuos I 41N I. Finished Grade I 9�5 KEBABS 1 " I 4 in -3000# Fibermix'.. Conc. w/6 in I.OxiO w.w.m. on .006 Vapor Bearier on Clean Compacted, Termite Treated Fill TYPICAL C.B.S. WALL SECTION MARIA & MANUEL DESIGNED BY AC ABMHAM CHABAB, Inc. GARCIA NE Corner of Linwood Ave DRAWN BY FL. BOARD OF PROF. ENG. AUTH.#26790 4 Summit St AC 1391 NW ST. LUCIE WEST BLVD #411 DATE PORT ST. LUCIE FL. 34986 FLOOR/ELEVATION PLAN 11/12/20 Email agchababl®msn.com C.B.S. WALL SECTION DET. 772-4'75-6630 SHEET 4 OF \\\111111L1/// \�1 ,j,P\cENSp I '9A�j " m t Na . W ec MARIA & MANUEL DESIGNED BY AC ABMHAM CHABAB, Inc. GARCIA NE Corner of Linwood Ave DRAWN BY FL. BOARD OF PROF. ENG. AUTH.#26790 4 Summit St AC 1391 NW ST. LUCIE WEST BLVD #411 DATE PORT ST. LUCIE FL. 34986 FLOOR/ELEVATION PLAN 11/12/20 Email agchababl®msn.com C.B.S. WALL SECTION DET. 772-4'75-6630 SHEET 4 OF \\\111111L1/// \�1 ,j,P\cENSp I '9A�j " m t Na . W ec — — — — � Metal Roof 12 6 i 1 '0 L T I HLL — — -- —� -- -- -- -- - a a a 8' a 4 -a 8' 0' FL EL I -6"EL REAR ELEVATION NORTH SIDE 8 0' FL EL I -6"EL LEFT ELEVATION WEST SIDE a 8' -6"EL FRONT ELEVATION SOUTH SIDE !1 � � L oojE 0' FL EL 6'EL RIGHT ELEVATION EAST SIDE 6 Metal Roof /I/ _11 I!IIRII!II!II!I IoII!1I!II!II!1I!I I!I ICI ICI Isl I!I ICI I!I I!I FRI IRI l!I IXI IRI IRI r —i—r,-r—i—r-r—i—r--r—i—r-r—r7--T—rr-r—rr-t—I—t--r—r1--r—I-1---t- a SCALE 1/4 =1,10" e 10,00 0' L EL 6"EL T \\\\0\1111 IIH� },e' No g11f� cc T Qi * F J. W� MARIA & MANUEL DESIGNED BY AC ABRAHAM CHABAB, Inc. GARCIA NE Corner of Linwood Ave DRAWN BY fL.BOARD OF PROF.' ENG. AUTH.##26790 & Summit St. AC 1391 NW ST. LUCIE WEST BLVD ##411 DATE 11112120 PORT ST. LUCIE FL. 34986 ELEVATION PLAN Email agchababl®msn.com DESIGN PRESSURE 772-475-6630 SHEET S OF 8 FILE COPY Gd �O >E n # 'c5 ^N1A Q T)'D M0 f n -h ERE vlvl1I.. 9z y 1 s; y� I . SDP MET414 SDP METM4 W/ AILS J/10 MhlnB 4 0-mtllflliD W10.S 2<2X12>JOIST 2C2X12)JOIST 8 IN SO, I RREEBARR N SIDE VIEW FRONT ENTRY 8 IN SO. Black W/I# 1- 5 REBAR 11 1 0' FL -6 —E L8 Two Course of Beall L14 Blk w/1#5 Rebar/Btk FIUed w/Conc '0' FL EL INSTALLATION STEPS` INSTALLATION STEPS Material: 3M All weather Flashing Tape 5057 - or Equal Materials Material: 3M All Weather Flashing Tape 5057 9 I g P REAR ELEVATION or Equal Materials Stepp - Expose Rough Opening NORTH SIDE Step 1: — Expose Bough Opening e Step 2: ®Tape Sill Flashing • Two Course Of Beam Step 2: —Tape Jamb and Side Flashing as Shown in Fig.(a) Step 3 Install window Blk w/1#5 Rebar/Blk Ey Stan3: - Install Door as Shown in Fig.(b) Step4: (a Tape Jamb Flashing tj L14 Filled w/Conc, a o Step4: — Use J Roller to Smooth out Flashing Steps: Q Install Drip Cap o ; Step 6: ® Tape Header Flashing N Ora a "I N # �. o '" U\ - py 31,4962 t- • • • - • - mw HIGH • COV RE CH 8' CBS WALL I POR c J 3 $ M'CaLING MAIERU\L: 7/8' STUCCO OVR SELF FERRING HI -RIB LATH FOR 030R�TAONASIDESA&ION W/ BOTTOM - • • 12'SLDG DR , •N x 10, HIGH Ir CBS WALL M 3 J �V TYPE OF LUMBER FOR ALL "m *** WOOD FRAME STRUCTURES IS SOUTHER tJ PINE GRADE :2 J ICI m i I 3 a� I Concrete Column l w/7# 5 Dowels 88cc ##3 Stirrup @ 18 O.C. % I I E , y 9 L14 J N om ~m O See Front Entry Det. J x3 b� GARAGE J irga �m z� • • r. ba� Two Course of Beam 2ebar/Blk i w/Cone. rl[VhII CLCVAIIVIY SOUTH _ SIDE PRECAST LINTEL TABLE 1MR ��r> L, ® .>♦MEOW-= 1•E SMU-3iifilL'�il"1:�E7iT17 1111I��C�i�O���I�E3��1L'a • �: 0� 11 �� 1<±3A�i3ii1�71EI• 3 IIIJAIIIIII�eiRl�i[IF��7:� 11 :3TR�i3ii©EIEI• Ill�lllllt�ll�a����.��ici>■ErT3�i�0 ��nm- -Sys,-MI���o�®��Er�i�© mN �©�� 11 ©1 _J♦al+ll�lu �momr.o�m�f���r:Ta� ��ffff]=i�3i}111���� : i 1 Mt=fil•7/M:f�■ ��� *USE CAST CRETE MATERIAL DESCRIPTION OF 8F16/1 B1 T BY CAST CRETE FILLED '. W/MIN 3000 PSI GR TO FILM A LRIC BEAM •'• HIGH STRENGTH LINTELS FILLED W/ T QUANTITY OF 5 REBAR B NORMAL WIDTM OP BLOCK 16///1''B'' T NORMAL MIGM� / MI I. Oi LLLLLL###tltltl 5 REBAR BOTTOM LINTEL III 0 FI' iCNA����/� tAo #; ul o Z. MARIA & MANUEL DESIGNED BY REVISIONS D ABRAHAM CHABAB, Inc. GARCIA AC NE Corner 0'f Linwood Ave DRAWN BY FL. BOARD OF PROF. ENG. AUTH.#26790 & 4ummit St. AC 1391 NW ST. LUCIE WEST BLVD #411`' WALL HEIGHTS, LINTEL ATE 11 12 120 PORT ST. LUCIE FL. 34986 & INTERIOR LOAD BEARING Email agohababl@msn.com WALL bETAILS 772-475-6630 FLASHING DETAILS SHEET 6 OF copy E E E E E E E 63'0" 1E E E E E E E C 4 n~. a a L a- a a PO c1R C1P IL E co M (� w W w 0 C5 C1 -Xi 1i LU w U C 2-P c C U w w w LU 20'10" 54'6' Moisture E7 E7 71'0" E7 E7 E7 E7 E7 G06 X USE SIMPS❑N META18/14 ANCHOR (CONCRETE TO WOOD TRUSS MEMBERS) 5 WITH 8-10d1(1/2)" NAILS EMBEDDED INT❑ 8-IN POURED CONC. BOND BEAM -TRUSS MAX UPLIFT ; 1400LB CONNECTOR UPLIFT META18/14 ' 1450 LB 4 -DIFFERENT ANCHOR IS REQUIRED FOR TRUSS MEMBERS THAT ARE LISTED IN THE TABLE 4 )K USE SIMPSON LTS20 CONNECTOR ( BETWEEN TWO WOOD MEMBERS) WITH 12-10D NAILS TO THE PLATE AND 12-10Dx11/2 NAILS FOR A THE TRUSS MEMBERS. 4 upset=1/4" heel=43/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT VARIES TYPICAL END DETAIL -TRUSS MAX UPLIFT : 425LB CONNECTOR UPLIFT IMP LTS20' 620 LB -DIFFERENT ANCHOR IS REQUIRED FOR TRUSS MEMBERS THAT ARE LISTED IN THE TABLE \ A ENSEe"q�%ram �y5 m: No41 i at_ a'e °w_ * PEE 2 i MARIA & MANUEL DESIGNED BY AC 11 REVISIONS ABRAHAM CHABAB; Inc. GARCIA NE Corner of Linwood Ave DRAWN 'BY L. BOARp OF PROF. ENG. AUTH:#26790 & Summit St. AC 1391 NW ST. LUCIE WEST BLVD #411 DATE 11112120 PORT ST. LUCIE FL. '34986 TRUSS LAYOUT Email agchababl®msn.com CONNECTOR SCHEDULE 772-475-6630 SHEET 7 ❑F 8 niLt .`- 3 Typical HGT3 Installation CONNECTOR SCHEDULE TRUSS MEMB. BEARING POINTS TRUSS MA UPLIFT LD(LB) TRUSS MAXCONNECTOR GRAVITY LD(LB) 4 ID CONNE�TOR ALLOW BLf UPLIFT LD(LB) NAIL TYPE FASTENERS REMARKS A01 2 2 — 2348 — 2412 — 4080 —.4080 a SIMP MGT 3965 2-1001(1/2) NAILS TO TRUSS USE SIMP SET EPDXY TO ANCHOR INTO BOND 3$ DIA, MIN EMBED. 12" it e 1C o NA D05 a cBs s' c11s 2 — 5148 e - 5868 — 9418 A — 12144 2 SIMP HGT3 10790 See Details USE SIMP SET EPDXY TO ANCHOR INTO BOND BEAM 34 DIA. MIN EMBED. 12" ® SIMP HGT3 10790 See Details G06 z 2 — 4031 Q V — 5131 2 — 7199 —10479 SIMP HGT3 1 9 See Details USE SIMP SETEPDXY TO ANCHOR INTO BOND BEAM 3a DIA. MIN. EMBED. 12" 6 SIMP HGT3 10790 See Details I 11r. COPY 30'_ MIN LAP SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING (LBs) B DIAGONAL SPACING TT,❑M #TRUSSES CHORD BRACE (DBs) S /DF1 SPF/HF UP T❑ 32' 4/12 1 15' 20 15 - ' 4/12 1 t5l 10 7 48'-60' 4/12 1 15' ❑VR 60' 'ZEE A PROFESSIONAL ENGINEER DF ; D❑UGLAS FIR -LARCH SP , S❑ HF ; HEM -FIR SPF SP TH UC RN PINE -PINE-FIR All lateral braces lapped at least 2 trusses Bottom chord diagonal braces repeater at each end of the building and at same spacing as top chord diagonal bracing. WARNING : Failure to follow th se recommendations could re ul in severe personal inj ry or damage to trusses or buil i gs Permanent continuous lateral bracing as specified by the truss engineering WEB MEMBER PLANE BOND BEAM 1(1/2)" MIN _ COVER NNI NIiINIAM mmolomm 3" MIN COVER STD HOOK REQ'D @ EACH END OF SHEARWALLS OR SHEARWALL SEGMENTS ONE STORY CBS WALL ✓ERT. REINF. N GROUTED CELL CLEANOUT REQ'D FOR GROUT LIFT 6" MIN _EMBEDMENT FOOTING IET091-510W DOWEL LAPPED W/WALL REINF. ALL LAPS MIN 30" 1 #5 CORNER BAR Cross bracing repeated at each' end of the building and at 20' intervals 2 FILLED CELLS 1 #5 EACH (CELL_ 8d RINK SHAK NAI 8d RINK SHAK NAILS ° ° ° ° ° 0 0 0 0 0 0 0 ° ° ° °° ° ° ° 0 o a o 0 - ALL STRUCTURAL SHEATHING ° ° ° ° ° 0 PANELS TO BE 1/2" MIN. ° ° ° THICKNESS (4-PLY) CDX 0 ° ° ° ° 0 a ° ° ° o ° ° ° ° ° ° ° ° °° ° ° o ° ° ° °° °° 0 0 0 0 0 0 ° o ° ° o ° 0 0 0 0 0 °° 0 0 0 0 0 0 ° °° °° ° ° ° ° °° ° ° °° ° ° ■ HOOK _EAM fima�pc �Im��� i�i�Gl�l�_■_ 2" MIN CHANG EA, IN BOND BEAM FIGHT ROOF SHEATHING LAYOUT NTS L-CLIP DIMENSIONS Part# CIi V_4 � i3 4 � �• MATERIALS AND SPECIFICATIONS: Material: Cold Rdl ed 1008/ 1060 Steel per A5TM A109 5trerg01 : Min FLI.41,5 Ksi, M„. Fult 49 Ks; TIEDOWN NOMINAL STRENGTH: Tensile ; 482 Lbs < LRF17) , '321 LA-* (A512) Shea : 3B6 LW 0,WP) . 257 L6s (ASV) 4'X4'X4" CONCRETE 5LAV TIE DOWN DETAILS WIND PM55LM 45 F5F LIPUPT M6 L65 L15E ONE CUP FOR EACH CORNER LPL,]FT 5TREN6TH PER CLIP 321 U35 3211,05 <M6 U* LATERAL FORCE 279L 95 321X2-642U35 < 275 A35 L GUP & FA5TENER5 8d RINK SHAK NAILS @ 5" O.C. IN ZONE&d 8d RINK SHAK NAILS @ 7" O.C. IN ZONE 1� GENERAL NOTES: 1-The contractor shall provide all labor ,materials, connectors supplies and shall perform all operation for the complete and total installation of all construction work shown and or implied on the drawings , including but not limited to the following any appliance and/or if called for in detail , without additional cost to the owner. 2-The contractor shall verify dimensions and job conditions prior to submitting bids and report to the engineer any discrepancies and/or omissions which would interfere with the satisfactory completion of the work , as detailed on the drawings and or specified herein. 3-Drawings are not to be scaled for accuracy of placement or location due the nature of reproduction process. Improper placement shall be the responsibility of the contractor to repair. 4-All work shall be of sound construction, consistent with the best building practices of the individual trade. 5-All materials shall be new and unused (unless otherwise noted for relocation or installation) All defective materials furnished and/or installed by the contractor shall be removed and replaced at the contractor's expense without delay of work. 6-All materials or equipment utilized on the job shall comply with the requirement of the p latest edition of the APPROVED Local Building Code , The National Electrical and Plumbing Codes , Disability Act , Florida Access Code and ,all Local Codes and Ordinances as may apply to any portion of the work . 7-The contractor shall remove any debris as it accumulates and shall not allow discarded materials to accumulate. Each Sub -contractor shall be responsible to police their area C of work and pick up their discarded materials and waste . B-All necessary inspection certificates , permits and licenses as may be required are to be obtained at the contractor's expense . PLUMBING NOTES: -The work shall comply with all Federal, State, County and Local Law Regulations and Ordinances affecting the work , to include "The Standard Building Code" ,The Standard Plumbing Code", "The Standard Mechanical Code" and all Local & State Codes in force at the time of construction. -Make all connections to existing water and sewer utilities as may be required, modify the existing utilities as may be required to make the necessary connection. -Provide all excavation and backfilling as required . Lay underground piping only on tampered well connected soil -fill to meet required compaction. -Water piping, fittings and connection shall be type "K" copper tubing below grade anld type "L" above grade . -Insulate all hot water piping with ARMAFLEX II , 1 inch minimum thickness. -Potable water system shall be soldered with "NO LEAD" solder. -Clean and flush all piping and fixtures . -Sterilize all potable water piping systems to meet AWWA C160-54 and flush test all systems . -Test all systems , test water piping to 150 PSI with valves full open. -Test DWV piping to 10 feet water head . CERTIFICATION SIGNING & SEALING OF PLAN BY ENGINEER IS FOR REVIEW OF COMPLIANCE WITH 2O17 (FBC) FLORIDA BUILDING CODE AS APPLICABLE FOR THE SPECIFIC RESIDENCE AND ONLY VALID IF IT BEARS THE SIGNATURE DATE & RAISED EMBOSSED SEAL OF THE DESIGN ENGINEER. THE ENGINEER DOES NOT ACCEPT TOTAL RESPONSIBILITY FOR ALL DESIGN/SPECIFICATIONS RELATIVE TO THIS ENTIRE STRUCTURE & SPECIFIC SITE LOCATION INCLUDING BUT NOT LIMITED TO ELECTRICAL, PLUMBING, HVAC, SURVEY INSPECTIONS, ENERGY CODE,, GRAVITY LOADS AND SO FORTH UNLESS OTHERWISE REFLECTED OR INDICATED ON THE PLAN MATERIALS/COMPONENTS GENERALLY CONSIDERED AS MANUFACTURED OR PREFABRICATED ARE NOT A PART OF THE ENGINEER'S CERTIFAICATION MATERNAL APPROVALS SUCH AS BUT NOT LIMITED TO TRUSSES, TRUSS OVERHANGS, HEADERS, WINDOWS, GARAGE DOORS , LINTELS , WINDOWS GLAZING , HURRICANE ANCHORS ALUMINUM' SOFFITS/FASCIA, DOORS, SLIDING AND FRENCH DOORS ARE NOT PART OF THE ENGINEER'S CERTIFICATION AND SHALL BE APPROVED BY THE MANUFACTURER OR VENDOR WHEN REQUIRED BY LOCAL BUILDING CODE. FINAL DESIGN OF PLUMBING, ELECTRICAL AND HVAC DESIGN THAT MAY BE REFLECTED ON PLANS SHALL BE THE RESPONSIBILITY OF OTHERS AND SHALL BE INSTALLED BY THE APPROPRIATE SPECIALTY CONTRACTORS THESE CONTRACTORS ACCEPT RESPONSIBILITY FOR FINAL DESIGN AND CONSTRUCTION UNLESS OTHERWISE NOTED. VERIFICATION OF ALL DIMENSIONS BEFORE ORDERING MATERIALS AND START CONSTRUCTION IS THE RESPONSIBILITY OF THE APPLICABLE CONTRACTOR OR OWNER. ANY DISCREPANCIES'' SHOULD BE BROUGHT TO THE ATTENTION OF BUILDING DESIGNER AND ANY CHANGES THAT WILL BE MADE ON SITE. 2x4 BLOCKING :T.ALL TRUSSES RIDGE BLOCKING DETAIL iWEL IN CORNER CONTINUITY OF FOOTING REINFORCEMENT \\\\\\ F 11 ICiHgp////�i �P`DENSE '"i4e �i o COPY 1 x DINING ROOM 10'0' FLAT CLG 0 Pantry DEN 10'0'' FLAT CLG BEDROOM 10'0' FLAT M r V BED9 10'0' FLAT CLG COVERED PORCH LIVING ROOM 10'-11'6' IFFERED CLG 1 I 1 ----------------------------- I L—I-------- A r c-h ---- 1 / i I i I 1 1 1 I 1 1 I i I i I i 1 I I , I L___________J W.I.C. WP GFI COVERE FRONT EN RY E OS DQn MASTER BEDROOM 10'0' FLAT CLG Arch W. r/ BEDROOM �SLo2n 10'0' FLAT CLG A/C HDLR GFI xri I 24'x54• GF1 ATTIC --ACCESS 42 ELEC PNL GARAGE r 4 FI _ _ _ _ _ _ _ _ _ _ _ _ _ _ r 16 FT GARAGE DR. GFI 1 DASC❑N. MP AC ❑H ELECT SERVICE 3 #3/0 (THW) CU & 1#4 GRD (THW) CU IN 2' GALV, COND. SCALE 1/4 =1 I0I, ELECTRIC METER #2CU GROUND TO TO FTG STEEL & DRIVEN GROUND 3 #3/0 (THW) CU & 1#4 GRD (THW) CU IN 2' GALV, C❑ND, PANEL 200 AMPS NOTE ALL WIRES ARE COPPER 5/8'x10' LONG GRD ROD ELECTRICAL RISER DIAGRAM NTS ELECTRICAL LEGEND SYMBOL I DESCRIPTION P DUPLEX OUTLET (GROUNDED TYPE) @19P WEATHER PROOF DUPLEX OUTLET WALL SWITCH CONTROLLED DUPLEX OUTLET ABOVE COUNTER LOCATION ® FLUSH FLOOR WALL SWITCH CONTROLLED DUPLEX OUTLET (OWNER VERIFY LOCATIDN) ® 220 VOLT OUTLET OR CONNECTION Q TELEVISION CABLE OUTLET Q TELEPHONE OUTLET LOCATION © DOOR CHIME LOCATION 120 VOLT JUNCTION BOX SINGLE POLE WALL SWITCH 3-WAY WALL SWITCH CEILING MOUNTED LIGHT FIXTURE WALL BRACKET MOUNTED LIGHT FIXTURE lH --{ SUSPENDED CEILING MOUNTED LIGHT FIXTURE RECESSED DIRECTIONAL CEILING LIGHT FIXTURE ® RECESSED CEILING LIGHT FIXTURE RECESSED LIGHT FOR WET AREA ONE TUBE UNDER COUNTER FLUORESCENT LIGHT QD EXTERIOR CAST ALUMINUM FLOOD LIGHTS ® CEILING MOUNTED FAN - EXHAUST -PL CEILING MOUNTED FAN AND HEATER PORCELAIN LAMPH13LDER ® DOOR BELL BUTTON SD-- CO2D me DETECTOR & CO2 DETECT132 CEILING MOUNTED FAN LIGHT AND HEATER CEILING MOUNTED FAN - PADDLE E PRE -WIRE GARAGE DOOR OPENER CHANDELIER ELECTRICAL LOAD CALCULATIONS 2675 SF @ 3,0 VA 8025 VA A/C HEAT 5000 VA RECEPTACLESAiqr,n VA WASHER 1200 VA DRYER 5500 VA WH 4500 VA REF. RANGE 5500 yA MICR❑WAVE 2000 yA DISHWASHER &DISP❑SAL 1500 yA -POOL PUMP VA TOTAL 44685 VA LOAD IN AMPERAGE 44685 VA/240 = 186 AMPS USE 200 AMPS SERVICE ELECTRICAL NOTES —All electrical installation shall be in accordance with the requirement of 1 the N,E.0 (NFPA No 70 as amended and all local & state codes in force at the time of construction.) —Ground system in accordance with article 250 N.E.C. —System voltage shall be 120/240 Volts single phase UON. -Panelboards and local centers shall be square D, ITE . —Ali conductors and materials shall be UL approved . —Provide a written directory attached to each panelboard. —Permits are required and it is the reponsibility of the contractor All contractors shall be licensed and hold occupational license in the county where the work occurs. MARIA & MANUEL DESIGNED BY AC GARCIA NE Corner of Linwood Ave DRAWN BY & Summit St. AC ELECTRICAL PLAN DATE 11/12/20 SHEET 1 ❑F1