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HomeMy WebLinkAboutBUILDING PLANGENERAL 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, PP Y 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 those 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 dompaction 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 reini'orcement Bars: Beams. 1 1/2 , Footings: 3" 6. Lap all reinforcing Steel a minimum df 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 0f masonry shall be Pressure _ ,. Treated. 9, Splitting or cracking of structural cotponents due to installation of hardware is not perrnittec' 10. Unless otherwise noted , the instdilltion of specified hardware shall conform to the manufacturers instr-uotfions and standards. 11. Bearings points of headers, girtifeers 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" D.C. Filled . Drywall screws 1.5" long ; and .131" in diameter. 14. For ridgevent 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 3/1C 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" C splices w/ 7-16d nails min. lap center 1/3 of wall shall be 4' w/9-1'6d 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. 0 WIMPOW ANn POOP 5CH�Pl/ PPObuCf APPPOV&5 Op�NING pp012UCT F-1 NUMI3rp MOb00f? or, pl?T PF516N OPUCT IMPAC55Ur� INSTAL�A110N & ATTACHMENT ACC p�ANC� �Xpll'ATION In 12POOP, M 1 G p, p12F_ I?�5151TANT METHOP NU M13pr PAT 5F_C11ONAL I:efer to Specifications GARAGZ POOi? M012FL- 8241811 PA13 POOP, Co. + 56,-64 Yes & Prawinq In product NOA 20-0929.12 21221 2025 Approval WINPOW 5H 185 MI Windows & Poors + 55, -55 Yes gofer to 5peclficatlon5 & Prawinq in product pl-#,17499 10/ 171202 max size 36x8q Approval I;cfer to 5pecifications POOP 2868 THF_RMA-TI?U + 50, -50 Yes & l2rawirnq in product FI_ 20468 12/ 31/ 2021 Approval I?00 UnderlaHmerrt 5elf Adhered 5oprema Inc -60 195F N/A Defer to 5pecifications & l2rawinq in product FL-4 2561-p21 12/ 31 / 2023 Approval l ofer to 5peclflcatlom Poor METAL WOF extreme Metal 190 MPH N/ A & Prawinq In product FL-20378-p3 4/ 22/ 2024 Fabricators 1-1-C Approval 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 GCpi: ± 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 0 RVIEWEpL pNC CODE COM LIAH ST. LU BOCOU RECEIVED \\���\Q�p,M F .C� MAY 2 6 2021 ¢> 4 = Permitting DePartmeq + " i* : + C St. Lucie County E STATE OF 4 0 ABRAHAM CHABAB, Inc. F. BOARD OF PROF. ENG. AUTH.#26790 Mendes Residence 6100 Palmetto Dr. Lots 40&41 Block 12 Unit 6 Indian River Estate PRODUCT APPROVAL WIND LOAD DESIGNED BY Ac REVISI �2\ ATE DRAWN BY Ac 1391 NW ST. LUCIE LATEST BLVD #411 PORT ST, LUCIE FL. 34986 Email agchababl@msn.com 772-475-6630 DATE 11/12/20 SHEET T [IF8 _ 1 FILE COPY 36 (f' 0 18'5' 4`3" S,8, SIB, —2 x4712 —3 I2x6112 Li CD DW 0 0 Li Ca MASTER *7 Wa ler A 7' 6 6, DEN BEDROOM KITCHEN 8' FLAT CLG 10'2' il'3' 8' FLAT CLG CATHEDRAL. 11,0" -1614' 1 ro Q.A. 12'4°7 13'4' LLJ Y �. 3 4° A D� 86 L W.I.C. X NO 9,4, 6'4' o o, w3 ni 3'9"' 61BF.. 16'0" EMIEDDED 5'METAL LO . _ LIVING ROOM MIN 24•INTO CO TR 18•XIS 11 8 23 0 CATHEDRAL 14 0 12 16'8" x 13'4WA, .. F �a xsa I 3 .,. .. . . . . . - 0L " ATTIC ACCESS. � BEDROOM --- 00 8' FLAT CLG . . . . . . . 3 ........... GARAGE 21'4" 8' FLAT CLG U W1-4 I2x61I2 w W —4 I2x61I2 WINDOW EGRESS — F TOTT GARAGE DR. 21'7" I W2-4 x61I2 To be * 6' I I *Scree FRON7 ENTRY 3'8" 3'8" 9' FL T CLG I I I I 1 I I I I 6'3' 4'0' 7'2" 7 2' 3'11" 6' 6' 6 2' 6,3. I 7'1' 7`1• 7,1..i 2'8' 2'8' 1010, 12'5' l 22'3' I 50'0' TABULATION AREA LIVING AREA 1486 SF FRONT ENTRY 145 SF GARAGE 327 SF AIR CONDITIONED SPACE TOTAL 1958 SF NVOLUME 12440CF PROTECTION OF OPENINGS: BASED ON FBC SECTION 1606.1.4 ; EXTERIOR OPENING THAT RECEIVES POSITIVE PRESSURE SHALL BE PROTECTED WITH AN IMPACT RESISTANT COVERING MATERIAL THAT MEETS THE REQUIREMENT OF SSTD12 ASTME1886 AND ASTME1996 OR MIAMI—DADE PA201,202 & 203 NOTE BLOCK LAYERS / FRAMERS TO `CONSULT W/CONTRACTOR FOR ROUGH OPENINGS OF WINDOWS AND DOORS DOOR SCHEDULE SIZE ROUGH OP QUANTITY REMARKS 310'X6'80X1 3/4' 38'x81' 1 EXTERIOR DR 2'8"X6'8"X1 3/8" 34'x81" 5 INTERIOR DR 6 PANEL 2'6"X6'8"Xl 3/8" 32'x8l' 2 POCKET DR 2'8"X6'8"X1 3/8" 34'x81' 1 GA Dr. 1 HR 'FIRE -RATED 2'8"X6'8"X1 3/8" 36'x81' 1 EXTEREIR DR DR # WIN D1 D2 D3 D4 D4 WINDOW SCHEDULE SIZE WxH ROUGH OP ROUGH OP QUANTITY REMARKS MANUP. MODEL ' POURED SILLS PRECAST SILLS I2 49x6212 5 SF OPENING BATH W N OBSCURE 25X11Y2 K' W4 1 BATH WIN, OBSCURE I x4 1 KITCHEN WINDOW W6' 1 x4 1 W8 `` GA WINDOW FIRE SAFETY OPENING EGRESS WINDOWS IN SLEEPING' ROOM MUST HAVE A MINIMUM CLEAR ❑PENING HEIGHT` OF 24' & A ' MIN NET CLEAR WIDTH OF 20', NET CLEAR OPENING AREA SHALL BE A MIN OF 5 SQ. FT. ON GROUND FLOOR 5,7 SQ, FT, ABOVE GROUND LEVEL , MAX SILL HEIGHT; 44 ABOVE FFE \�PM FI �C $,—No,04,� ��\ :jx` STATE OF � 1 ABRAHAM CHABAB, Inc. FL. BOARD OF PROF. ENG. AUTH.#26790 Mendes Residence 6100 Palmetto Dr. Lots 40&41 Block 12 Unit 6 Indian River Estate FLOOR PLAN DATE DESIGNED BY AC REV�S� 111111 DRAWN BY AC 1391 NW ST. LUCIE WEST BLVD #411 PORT ST. LUCIE FL. 34986- Email agchababl@msn.com 772-475-6630 DATE 1 12 /20 SHEET ❑F8 FILE COPY 0 6'2• 6'3 4,0' 6• 6'2' 6'3° 12'S' 4 4, 16„ 3#5 REBARS • ® 20" 3#5 REBAIvS 16 „ • e SEC A -A 24„ NTS SEC B-B NTS 4" 4 4 20" 2#5 REBARS 16 ® e 24" SEC C-C NTS 15'4' SCALE 1/4 1, ) 0 Varies SEC D-D TO SEPTIC TANK DRAINFIELD' 2'VTR I 2"VTR i Plumbing Riser PLUMBING RISER SUBJECT TO CHANGE NTS AS REQUIRED BY PLUMBING CONTRACTOR. i i; FOUNDATION NOTES Prepare slab to recieve 4in concrete 2500 PSI with layer 6X6 wmm i 6 MIL poly vapor barrier over clean compacted soft treated for termite Pitch at grade 1 inch per 10 fee+ Typical in direction of arrow) i Recess floor stab 1 ,inch at alt Sliding glass doors and garage door Sunken showers to be 1 in concrete recessed slab with 6x6 wwm i 4 /i�/SS ANAL NOV����\ DESIGNED BY REVISIONS DATE Mendes Residence AC ABRAHAM CHABAB, Inc. 6100 Palmetto Dr. Lots 40&41 Block 12 Unit 6 DRAWN BY AC FL. BOARD OF PROF. ENG. AUTH.#26790 Indian River Estate 1391 NW ST. LUCIE WEST BLVD #411 FOUNDATION PLAN 11�1��20 PORT ST. LUCIE FL. 34986 PLUMBING RISER Email agchababl@msn.com 772-475-6630 SHEET 3 [IF g FILE COPY NOIIVA313 MV3N 0 ro hM 6'2° r x aa- 12'5°3 Metal 8'6 i 16'6° 8 T F Stones ble FL EL -6'EL Metal Roof on We,atherlock Underlayment / on 5/8 in CDX Plywood,, 6 I ' on PRE ENG Wood * Soffit Shall Consist of 716' Trusses 24 in C. Cement Stucco over Wire Lath w/11Ga.x2" long Nails w/ W head @ 6" O.C. Over See Connector SprayFoam Schedul W Metal Rib Lath @ 6" O.C. R-20 Insulation --- * Provide (2) Layers of #15 Felt Over Each Framing ° Member II li \ (2) Course of, Beam 2W AL. Drip Edge I a Blk w/1#5 Rebar Filed I Over 1x3 P.T. Nailer Concrete \ * lx8 Fascia Board 18° Li \ al * 2x4 Cont. Sub Fascia Borad o_. Nailed to Truss Tail w/(2) I 811x16" Concrete Bl� 16d Nails; (Or Better) I w/#5 Vertical Dowel ';Filled in Conc. Cells as per Plan I 8,D" I Light Textured, Two Coat Stucco System Provide Stucco Stop Z at Foundation ( 1x2 P.T. ';Furring O I w/R4 Foil Insul under 1/2 D.W. I I I I W .I I Floor Covering & W Style of ,Base to 20inx16in Mono I be Determined' Footing w/3#5 Rebars Continuos I 4" 61N , W FinishedGrade 16" i 3 5 KEBABS 4 in 2500# Pibermix Conc. w/6 in 10x101 w.w.m. on J .006 Vapor Barer on Clean Compacted, Termite Treated 0 �20„— Fill TYPICAL C.B.S. WALL SECTION SCALE 1 Z4''_ 1 ' O'' PM.F Cy :/ NAL+��\\�� DESIGNED BY vim" ` Mendes Residence AC ABRAHAM CHABAB, Inc. 6100 Palmetto Dr. Lots 40&41 Block 12 Unit 6 DRAB BY FL. BOARD OF ;PROF. ENG. AUTH.#26790 Indian River Estate AC 1391, NW ST. LUCIE WEST BLVD #411 DATE PORT ST. LUCIE FL. 34986 FLOOR / ELEVATION 11 / 12 / 2 0 Email agchababl@msn.com PLAN 772-475-6630 SHEET 4 OF8 FILE' COPY 12 12 61 Metal Roof Metal f // 6 816' / Gable -- — -- -- — F — L T — -- — -- -- -- -- 16'6' �_ S T P A E // 8FT PLATE 80 0 0' FL EL �=A C 0' FL EL REAR ELEVATION stones 4. FRONT ELEVATION stop -6'EL Slu" Metal Roof / / / 0' FL EL 6Z07:IMIM:II►CHI»101 I � \ Metal Roof 0' FL EL RIGHT ELEVATION SCALE 1,/4>,_1 '0, 6' I / TPfEOF M d DESIGNED BY REVISIONS en es Residence AC ABRAHAM CHABAB, Inc. a 6100 Palmetto Dr. Lots 40&41 Block 121Unit 6 DRAWN BY L. BOARD OF PROF. ENG. AUTH.#26790 Indian River Estate AC 1391 NW ST. LUCIE WEST BLVD #411 ELEVATION PLAN DATE 11112120 PORT ST. LUCIE FL. 34986 DESIGN PRESSURE Email agchababl@msn.com FLASHING DETAILS 772-475-6630 SHEET 5 OF 8 FILE COPY i Ll L4 L3 6'10' 6'10' 6'10' Two Course of Bears B1k w/1#5 Rebar/Blk Filled w/Conc, 0' REAR ELEVATION PRECAST LINTEL TABLE LINTEL# LENGTH TYPE QUANTITY ALLOWABLE GRAVITY LOAD (LB) APPLIED `.GRAVITY LOAD(LB) SAFE UPLIFT UPLIFT LOAD (LB) APPLIED. UPLIFT LOAD(LB) BEAM COMPOSITE FILLED: REMARKS L1 316# PRECAST 2 6282 1465 400' BF16/1B1T Y 1#5 REBAR L2 410#PRFEAST - 6252 1576 550 8F16/lBlT Y 1#5 REBAR L3 4'6' PRECAST 6 6222 1978 1#5 REBAR L3A 4'6' PRECAST - 1 3086 2918 3455 1956 8F6/1B Y 11#5 R .BAR L4 5'0' PRECAST 4 6200 _1865 5256 475 Y ' 1#5 REBAR L6 ' n' PRECAST - 6110 1012 200 Y <1#5 REBAR L7 - 6102 1012 9346 200` Y 1#5 R'EB R L7A 6'6' PRECAST - 3028 540 3514 439 Y 1#5 REBAR L7B 6'6' PRECAST - 2354 275 1340 230 8F 4/1B Y 1#5 REBAR L8 7'6' PRECAST - 6042 1 3398 5406 2200 F Y 1#5 iREB'AR L8A 7'6' PRECAST - 2998 398 3553 520 8F6/1B y 1#NREEBIA L10 9'4' PRECAST - 4442 1200' 3888 280 8F12/1B1T Y 1#Lll 10'6' PRECAST - 5862 1959 5586 1316'' 8F16/lBIT Y 1#L13 PRECAST L 77 1265 1#L14 '4' - _4936 800 YL15 17`4' PREsrREssE - 3500 9 # r USE CAST CRETE MATERIAL 00 #5 REBAR 6'10' MAx sPACIN DESCRIPTION OF 71 i —M -3 ' RA'HT • 8' CBS WALL F 1OF T GARAGC DR. Z •. • � � I 8F16/1B1T BY CAST CRETE FILLED W/MIN 3000 PSI GROU TO.FQFM, A+CONC. BEAM . �WGH STRENGTH LINTELS - FILLED W/ GROUT.. QUANTITY OF # 5 REBAR @ NORMAL WIDTH SOP BLOCK 1>6/1131T NORMAL HIGH QUANTITY OF.. L.II 5 REBAR @ BOTTOM LINTEL .. .. WALL 8'0' HIGH .. * CBUNG MATERIAL : O a .. 7/8' STUCCO OVR SELF FERRING HI -RIB LATH FOR CU 6 ' . dll >C HORIZONTAL APPLICATION #30 FELT ON SIDES 4W/ ti C j T SCALE , `� 99. 9 �/'�p 99 N BOTTOM LJ L1 LJ V N clJ �M NSFy'Q9 W/MO-odli/4 NAILS TOP VIEW SIM' META14 : _. R(. 1.65 * — W/10-IOdi(V2) NAILS ? r.r ESTATE OF 4/ 2(2X12)JOIST 2(2X12)J0IST 2(2X12)JOIST 2(2X12)J0IST po�� FCORC4�?\ �a\� NA%- 8'CBS WALL 8 IN SQ. 8 IN SO, Mendes Residence DESIGNED BY REVISIONS DATE 8'0' HIGH Block W/1# 5 REBAR 9'0'. 8 IN SQ. Block W/1# BIN SQ. Block W/1# -. Block W/1 910` ABRAHAM CHABAB7 Inc. � � 6100 Palmetto Dr. AC 5 REBAR 5 REBAR 5 REBAR . Lots 40&41 Block 12 Unit 6 DRAWN BY FL. BOARD OF PROF. ENG. AUTH.#26790 Indian River Estate AC O' FL EL 1391 NW ST: LUC1E WEST BLVD #411 WALL HEIGHTS; ,LINTEL DATE 11112120 PORT ST. LUCIE FL. 34986 -6" EL LOAD BEARING WALL SIDE VIEW FRONT VIEW Email agchababl@msn.eom 8� FRONT ENTRY DETAILS FRONT ENTRY DETAILS 772-475-6630 SHEET 6 OF 8 FILE COPY Hatch Legend 3/12 VAULT CLG BEARING @ 81.011 BEARING @ 91.011 upset=1/4" heel=4 3116' PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT VARIES TYPICAL END DETAIL 12 6.00 4 3/16" 12 3.00 8" 1'-6" upset--1/4" heel=4 3/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL `.'A CONNECTOR SCHEDULE I TRUSS MEMB. BEARING POINTS TRUSS MAXTRUSS UPLIFT I LD(LB) MAX GRAVITY' LD(LB) CONNECTDR ID CONNECTOR ALLOWABLE UPLIFT LD(LB) NAIL TYPE FASTENERS REMARKS GRA 2 8 2 — 2046 �8 - 2000 2 - Z$g0 �8 - 2851 2a(2)SIMPHETA 2 2050 10-1 Od1(1/2) NAILS TO TRUSS ®-(2)SIMPHETA 2C 2050 10-10d1(1/2) NAILS TO TRUS GRB 2 0 8'CBS Girder - 1827 - 1784 (2)- 2589 0 — 2645 2 2 SIMPHETA 2C 2050 10-1 Od1 1/2 NAILS TO TRUSS �0 Supplied by Truss Co. 1950 NA NA GRA e 5 .— 20$6 8 —_ 2754 2 — 3117 — 2 MGT SIMP 3965 12-1 Od1(1 /2) NAILS TO TRUSS USE SIMP SET PDXY TO ANCHOR INTO BOND BEAM $74 CIA. MIN EMBED. 12" GT 3965 12-1 Od9 (1 /2) NAILS TO TRUSS X USE SIMPSON META18/14 ANCHOR (CONCRETE TO WOOD TRUSS MEMBERS) WITH 8-10d1(1/2)' NAILS EMBEDDED INT❑ 8-IN, POURED C❑NC, BOND BEAM TRUSS MAX UPLIFT : 1400LB CONNECTOR UPLIFT META18/14 1450 1B -DIFFERENT ANCHOR IS REQUIRED FOR TRUSS MEMBERS THAT ARE LISTED IN THE TABLE USE SIMPS❑N LTS20 CONNECTOR ( BETWEEN TWO WOOD MEMBERS)' WITHr 12-10D NAILS TO THE PLATE AND 12-10Dxll/2 NAILS FOR THE TRUSS MEMBERS, TRUSS MAX UPLIFT : 42'5LB CONNECTOR UPLIFT SIMP LTS20: 620 LB DIFFERENT ANCHOR IS REQUIRED FOR TRUSS MEMBERS THAT ARE LISTED IN THE TABLE Mendes Residence DESIGNED BY AC ABRAHAM CHABAB, Inc. 6100 Palmetto Dr. Lots 40&41 Block 12 Unit 6 DRAWN BY AC L. BOARD OF PROF. ENG. AUTH.#26790 Indian River Estate 1391 NW ST. LUCIE WEST BLVD #411 DATE 11 / 12 / 2 0 PORT ST. LUCIE FL. 34986 TRUSS LAYOUT Email agchababl@msn.com CONNECTOR SCHEDULE 772-475-6630 SHEET 7 OF 8 \\\\\\GPM EF l lCy� Q •` o 47165 0/ f \T� .f,�CORYDP'�� NAI. SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING (LBs) BOTTOM CHORD DIAG❑NAL BRACE SPACING (DBs) #TRUSSES SP/DF SPF/HF UP TO 32' 4/12 15' 20 -4 ' 4/12 15' 10 7 48'-60' 4/12 15' ❑VR-60' SEE A PROFESSIONAL ENGINEER DF D❑UGLAS FIR -LARCH SP , SOUTHERN PINE HF HEM FIR SPF: SPRUCE -PINE -FIR ° °o 0 GENERAL NOTES L-CLIP DIMENSIONS 0 8d RINK SHAK NAILS Pa t�* CU I? 4 711C (� o ° �0 0 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 0 8 0 0 or implied on the drawings , including but not limited to the following any appliance 0 0 o 0 and/or if called for in detail , without additional cost to the owner. 3„ 0 ° 0 0 N SHANK NAILS 8C� RINK ° 2-The contractor shall verify dimensions and job conditions prior to submitting bids and o ° o report to the engineer any discrepancies and/or omissions which, would interfere with the 5° O.C. ° ° ° ° ° 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 °0 ° 0 ° ° reproduction process. Improper placement shall be the responsibility of the contractor to o o °. o 0 o. ° repair.. — 0 0 0 0 0 0 ° 0 ALL STRUCTURAL SHEATHING 4-All work shall be of sound construction, consistent with the best building practices of the i, o•�"LLJ ° ° ° o PANEL-5 TO BE 1/2 I�/jIN• ° ° ° o° ° ° ° ° individual trade: 5-All materials shall be new and unused (unless otherwise noted for relocation or, installation) 0. THICKNESS (4-PLY) CDX ° 0 ° 0 o All defective materials furnished and/or installed by the contractor shall ;be removed and 0 0 0 0 0 0 0 0 replaced at the contractor's expense without delay of work. 0 0 0 0 0 0 0 0 0 0 6-All materials or equipment utilized on the job shall comply with the requirement of the 3„ 0g al and Plumbing 0 0 a 0 0 0 0 0 0 0 0 0 odes editionDisability the , Florida Access Code inand all Local National Ordinances as may o Y 0 ° 0 0 0 0 apply to any portion of the work 0 0 0 0 0 0 0 7-The contractor shall remove any debris as it accumulates and shall not allow discarded ° 0 0 ° ° ° materials to accumulate. Each Sub -contractor shall be responsible to police their area MATERIALS AND SPECIFICATIONS. 0 0 0 0 ° 0 0 0 ° ° of work and pick up; their discarded materials and waste . All lateral braces ° ° ° ° ° , permits and licenses as may be required are to Material! Cdd dolled IQ08/ 1080 Steel per ASTM A109 0 ° 0 0 0 0 0 , 0 0 0 0 0 8-All necessary inspection certificates y & lapped at least 2 5trergth ; Min Fq-4C5 Ksi, Min, Fult 49 Ksi be obtained at the contractor's expense, . trusses rs - TIEDOWN NOMINAL STRENGTH: o, Tensile 482L65(C Fly>, 3211,65(A5P) ROOF SHEATHING LAYOUT my es pis I66s(A5P�Shear �86Lbs(�K7), 29NTS CERTIFICATION ® co SIGNING & SEALING' OF PLAN BY ENGINEER "IS FOR REVIEW OF COMPLIANCE qc WITH 2O17 (FBC) FLORIDA BUILDING CODE AS APPLICABLE FOR THE SPECIFIC d RINK SHANK NAILS 2 RESIDENCE AND ONLY VALID IF IT BEARS THE SIGNATURE DATE & RAISED TIE DOWN DETAILS O 7" O.C. IN ZONED EMBOSSED SEAL OF THE bESIGN ENGINEER. THE ENGINEER DOES NOT WIND Pf;F55MP 45 P5F ACCEPT TOTAL RESPONSIBILITY FOR ALL DESIGN/SPECIFICATIONS RELATIVE TO UPLIFT 136 t165 THIS ENTIRE STRUCTURE & SPECIFIC SITE LOCATION ,INCLUDING BUT NOT Bottom chord diagonal braces repeate U5F ONF CLIP FOP, EACH COPNFI? Eld RINK SHANK NAILS LIMITED T0- ELECTRICAL '- PLUMBING HVAC SURVEY INSPECTIONS ENERGY at each end of the building and at same UPLIFT 5fPFNGri-1 PFP CUP 321 [_65 , 321L05<136665 5 O.C. IN ZONE& CODE , GRAVITY LOADS AND SO FORTH UNLESS OTHERWISE REFLECTED OR y spacing as top chord diagonal bracing. O � O INDICATED ON THE PLAN LA1FkA_ FO2CE 275U35 321X2-642GI35<275LI35 MATERIALS/COMPONENTS GENERALLY CONSIDERED AS MANUFACTURED OR WARNING b Failure to follow these recommendations could result In FCUP 0 PREFABRICATED ARE NOT A PART OF THE ENGINEER'S CERTIFAICATION . FASTFNFYZS MATERIAL APPROVALS SUCH AS BUT NOT LIMITED TO TRUSSES, TRUSS severe personal injury or damage to trusses or buildings 4'X4'X411 0 OVERHANGS, HEADERS, WINDOWS, GARAGE DOORS ; LINTELS , WINDOWS CONCRFTl� S AI3 GLAZING , HURRICANE ANCHORS ALUMINUM SOFFITS/FASCIA, DOORS, O O SLIDING AND FRENCH DOORS ARE NOT PART OF THE ENGINEER'S CERTIFICATION AND SHALL BE APPROVED BY THE MANUFACTURER OR AC 1 TIE DOWN DETAtL VENDOR WHEN REQUIRED BY LOCAL BUILDING CODE. NTS FINAL DESIGN OF PLUMBING, ELECTRICAL AND HVAC DESIGN THAT MAY 1 lJ BE REFLECTED ON PLANS SHALL BE THE RESPONSIBILITY OF OTHERS 0 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 ` 2 START CONSTRUCTION IS THE RESPONSIBILITY OF THE APPLICABLE O CONTRACTOR OR OWNER. ANY DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF BUILDING DESIGNER AND ANY CHANGES THAT WILL 10 ROOF SHEATHING NAIL PATTERN BE MADE ON ITE. Tro�se 20 Cross bracing repeated at NTS s each end of the building �o. and at 20' intervals 2s4 OUTLOOKERS 6 JAFM TO GABLE END TRUE§ ' OC 2s4 FASTEN TO GABLE END WITH-SIMPSON- H4(300#UPLIFS) . TRUSS W/SIMP H4(300#UP) l PRE-ENG WD•... PRE ENG WD. <*, TRUSSES 24" O:C. \ TRUSSES.. 24" D.C. \ ?}4sse gip" \ f 7/8" STUCCO ON PAPER BACKED ` 7/8" STUCCO ON PAPER BACKED \ WIRE LATH ON 1/2" CDX HOARD \ C' WERE LATH ON 1/2' CDX BOARD NAILEDs'AS PER SIR. NOTES NAILED AS PER SIR. NOTES Permanent continuous lateral bracing as specified by the truss engineering FROM 1 � 1 \ SIMPSON META20;. ® 24" O.C. �. \ FROMSIMPSN META20 A 24" O.C. FROM GABLE END TRUSS TO - GABLE END .TRUSS TO \ CONCRETE BLOCK NAILED W/7-IOda1 (1/2)NAILS WEB MEMBER PLANE CONCRETE B>' NOD ONE "R" BRACE ® THE PEAK & 48" ON CENTER OTHERWISE •' ONE "X" BRACE ® THE PEAK & 46" ON CENTER OTHERWISE UNTIL.. THE GABLE VERTICAL IS 48" OR LESS IN LENGTH. - UNTIL THE GABLE VERTICAL IS 48" OR LESS IN LENGTH. NAIL USING (2) 16d NAILS ® EACH INTERSECTED MEMBER. - NAIL USING (2) 16d NAILS ® EACH INTERSECTED MEMBER. 1(1/2)" MIN 1) ALL BRACING AND BLOCKING SHALL BE2 OR BETTER HEM FIR 1) ALL BRACING AND BLOCKING SHALL HE2 OR BETTER HEM FIR STD HOOK BOND BE 2) WHERE "L" BRACE IS REQUIRED THE "L" BRACE MALL BE 2) WHERE "L" BRACE IS REQUIRED THE 'T." BRACE SHAi.1. BE COVERNAILED TO THE STUD WTI7i'IBd COMMONS ®4` ON CENTER .. �. f � . � i �" NAILED TO THE STUD WITH 18d COMMONS ®4" ON CENTER 3) WHERE "T" BRACE IS REQU]RED :THE "T" BRACE SHALL BE 2X4 BLOCKING'I 3) WHERE "T" BRACE IS REQUIRED .THE "T" BRACE S}IALL BE NAILED TO THE DIAGONAL WITH 16d COMMONS ®8" ON CENTER r..'. ; . .... -...£ NAD.ED TO THE DIAGONAL WITH l6d COMMONS ®8"' ON CENTER •:I••• - BET. ALL TRUSSES VERT. REINF. TYPICAL GABLE END BRACING & FRAME DETAIL i IN GROUTED 1„ NTS ALTERNATE TYPICAL GABLE END BRACING & FRAME DETAIL CELL GAP NTS ALTERNATE (B) �NtAIFIIC ..1 3011RE-ENG. MIN ..... CLEANOUT REQ'D USSES qc . 5 LAP FOR GROUT LIFTLU */� 2 z 6' MIN ' GROUTED CELL sTnrteoF '2 1LOR��r1��� 3" MIN - EMBEDMENT 1 #5 B CORNER AR COVER FOOTING READ D ACCOH END --=---- ------------4------- i DESIGNED AC RIDdE BLOCKING DETAIL i 1 #5 DOWEL IN CORNER DOWEL LAPPED ABRAHAM CHABAB, InC. Mendel Residence 6100 Palmetto Dr. SHEARWALLASEGM NTS ; I W/VVACL REINF. Lots 40&41 Block 12 Unit 6 DRAWN BY { ---- -I-- ----- - - -- ALL LAPS MIN 30 FL. BOARD OF PROF. ENG. AUTH.#26790 Indian River Estate r ONE STORY CBS WALL 3 0" MIN: `LAP-------- 5428 NW EDGEWATER AVE PORT ST. LUCIE' FL. 34983 DETAIL PLAN DATE 111121201 CONTINUITY( OF FOOTING CORNER Email agehababl®msn.com 772 678-5079/475-6630 GENERAL NOTES SHEET OF ORCEMENT NTS Fax 772 785-8291 8 8 FILE COPY ELECTRICAL LEGEND SYMBOL DESCRIPTION �DUPLEX OUTLET (GROUNDED TYPE) ftP WEATHER PROOF DUPLEX OUTLET ❑H ELECT SERVICE M-- WALL SWITCH CONTROLLED DUPLEX OUTLET ABOVE COUNTER LOCATION RE FLUSH FLOOR WALL SWITCH CONTROLLED DUPLE) & 1#4 GRD (THW) 'CU OUTLET (OWNER VERIFY LOCATION) IN 2" GALV, COND. ® 220 VOLT OUTLET OR CONNECTION TELEVISION CABLE OUTLET - Q TELEPHONE OUTLET LOCATION 3 #3 / ❑ (TH W) C'U © DOOR CHIME LOCATION 01 120 VOLT JUNCTION BOX' & 1#4 GRD. (THW) CU $ SINGLE POLE WALL SWITCH ELECTRIC IN 2" GALV, C❑ND, 3-WAY WALL SWITCH METER PANEL CEILING MOUNTED LIGHT FIXTURE O 200 AMPS WALL BRACKET MOUNTED LIGHT FIXTURE -{ SUSPENDED CEILING MOUNTED LIGHT FIXTURE RECESSED DIRECTIONAL CEILING LIGHT F IXTURE Disposer WP.. DISC O Yl Yl e C / S W I't C I'1 ® RECESSED CEILING LIGHT FIXTURE GFP RECESSED LIGHT FOR WET AREA #2CU GROUND TO NOTETUBETO FTG STEEL S ALL WIRES ARE COPPER EXTERIOR RIOR UNDER COUNTER FLOOD LIGHT LIGHT AM ncF] � G Q. DRIVEN GROUND EXTERIOR CAST ALUMINUM FLOOD LIGHTS D W I ® CEILING MOUNTED FAN - EXHAUST �SCOz➢ 1111 GF DEN GRADE CEILING MOUNTED FAN AND HEATER: MASTER 8' FLAT CLG 5/8'x10' LONG -PL PORCELAIN LAMPHOLDER BEDROOMN GIRD ROD ® DOOR BELL BUTTON 8' FLAT CLG CATHEDRAL s FI •cF � - SMOKE DETECTOR & CO,DETECTOR Fan Lite I Q CEILING MOUNTED FAN LIGHT AND HEATER WELECTRICAL RISER DIAGRAM ® CEILING MOUNTED FAN -'PADDLE NTS I� PRE -WIRE GARAGE DOOR. OPENER W.I.C. X Q--�-p CHANDELIER M VVVlll V I D W �3'BF EIS 1/2 Wall ELECTRICAL LOAD CALCULATIONS HDLR WH COMP AG 56'x30" AC .� GITV ❑ 6'BF p� I ELEC D a Fan/ Ite.'. Fan Lite PNL Fi 4'x54 GFI �.. ATTIC ACCESS T i 42" -- BEDROOM GARAGE CIS8' FEAT CLG 8` FLAT CLG 02D IICFI J I / f.Ci l. 1486 SF @ 3,0 VA 4458 VA A/C HEAT 5000 VA CEPTA LES 22@180 VA 3,960 VA WASH•,:LQ DRYER 1200 V VA WH 4500 VA REF, 1500 yA RANGE 5500 VA MICROWAVE 2000 VA DISHWASHER &DISP❑SAL 1500 VA POOL PUMP 2500 VA IRRIGATION 2000 VA TOTAL 41118 VA LOAD IN AMPERAGE 41118 VA / 240 = 171 AMPS USE 200 AMPS SERVICE :CTRICAL NOTES electrical installation shall be in accordance with the requirement of the, N E.C- PA No 70 as amended and all local & state codes in force at the time of struction.) and system in accordance with article 250 N.E.C. Lem voltage shall be 120/240 Volts single phase UON. .elboards and local centers shall be square D,'ITE . conductors and materials shall be UL approved . vide a written directory attached to each panelboard. mits are required and it is the reponsibility of the contractor All tractors shall be licensed and -hold occupational license in the county re the work occurs. - Mendes Residence 6100 Palmetto Dr. Lots 40&41 Block 12 Unit 6 Indian River Estate DESIGNED BY AC REVI$IONS DATE DRAWN BY AC _ ELECTRICAL PLAN DATE 11/12/20 SHEET 1 ❑F1 --' FILE COPY