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Home My WebLink AboutBuilding PlansE 214 GENERAL 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%. 2a.Soi1 density shall be in compliance with R401 of 2017 Florida Residential Building Code 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 conformotherwise to the manufacturersinstallation ctions specified hardware shall standards. 11. Bearings points of °-h--eaders, 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 walls is to be nailed with 10d nails or sheathing and interior dry 8 O.C. Filled Drywall screwsr 1.5" long better , 6" O.C. edges and and .131" in diameter. 14. Ftoprchords or installation alongblock thewith edge2of 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 4000lb/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/9-16d 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 POOF? 5CH�_-bUI,� / MOPUCT APMOVAL5 WINDOW Oft pp0bUCr n�51GN IMPACT IN51'ALLA110N & AT1ACNM�N1 ACC�P1'ANCP NUM13�{? 12 TT,` OFF-NING PPOPUCT MOn�� NUMP�F, b0012 MPG' I', PI?�SSU M, 515ITAN�f MF-TH0n Ib Defer to 5peclficatlons F[-# I27659 12/ 30/ 2020 poll -UP MOFI- 11004 JANU5 INTL.. COPP, r 46.-5�} Yes & IZrawinq in product Approval GAP.A6� n001? 16W X ION 55, "55 Yes Refer to 5pedficatio119 & Prawlncq in Product rL,# 22513,6 6/ -50/ 2021 5ide F_xt, Poor Masonite International Approval i�001? 12efer to 5pecificat10115 & I2rawinq in Product PL.# 1_}911.5 8/ O3/ 2021 WINDOW 5N 70 5eric5 5ilver Line PUcq Products -60 Yes Approval may size 3604 N/A Refer to Speclflcatlons & Prawincq in Product NOA 16-1116,09 1 / 25/ 2022 Door Underlaument Tarco 5pecialty Prod, N/A Approval 30# Pelt I:efer to 5peclflcatlons Defer to Attached 19,efer to Attache & 12rawlnq In Product j7ocuments Poc uments A �A55 1000 26 GA bM CA 17YNAMIC M�iAL, ��C -176 P5P N/ A Approval l:OOf GAL12L I" NAItSTIJP 1 Wibr JURISDICTION: ST. LUCIE COUNTY CODE: 2017 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): 160 MPH IMPORTANCE FACTOR: 1_0 EXPOSURE: CATEGORY C MEAN ROOF HEIGHT: 14'-0" BUILDING DESIGNED AS: ENCLOSED INTERNAL PRESSURE COEFFICIENT + -0.18 EXTERNAL PRESSURECOEFFICIENTS 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 psf ZONE 4 COMPONENTS & CLADDING 43.5/-45 psf ZONE 5 COMPONENTS & CLADDING: 43.5/-45psf 16'x10' OHGD 39/-42.3psf ROOF UPLIFT MOMENT 14.5 FT-LBF REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC \\\\\�� IF. I ICI \P?PENSEe9/�i% 47�65 t' Q i NAV 11 : /MinNS DATE \\\ 5'0" 17' 0" 12'0" 34'4" 11'4" 5'8" GARAGE 2110" 12' FLAT: CLG 0 16_Wx1HI_ ROLL _UP _ �A AUE DID i 4'8" �2 0" 24' " Metal 'I Roof ' 5 12 F E T 39/-42. \4" OVERHANG ' FL EL TABULATION AREA GARAGE 824 SF TOTAL 824 SF PROTECTION OF OPENINGS BASED ON FBC SECTION 160614 1 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 DR # SIZE ROUGH OP QUANTITY REMARKS Di 3'0"x6'8"x11/4" 3' i12"x6'9" 3 EXTERI❑R DR GA1 16'0"Wx10'0"H 16'0'WxlO'O'H 1 ROLL UP WINDOW SCHEDULE SIZE W xH ROUGH OP ROUGH OP QUANTITY REMARKS MANUF. MODEL POURED SILLS PRECAST SILLS W1 24116 x 24% 25'74 x 25% NOTES Installation Flange Frame Window in. Concrete or Masonry Opening When opening employs a 2x4 structural wood buck#10 Wood screws of sufficient length to achieve 1 3/8 in min embedment into wood buck When Opening employs a non-structural 1x4 wood buck rein 3/16 in dia, Tapcons of sufficient length to achieve 11/4 in min, embedment into masonry or concrete Number of anchors calculated not to exceed 24 in on center F. Oy Q � V�;Cr� dLOWD w �� w\ F � S%9 ONA1 \�a\�� I N" ISIONS DATE GONZALO ZAMUDIO DESIGNED BY AC ABRAHAM CHABAB, Inc. GARAGE E Corner of Arnold & 38th St. DRAWN BY FL. BOARD OF PROF. ENG. AUTH.#26790 PIN 2420-224-0002-0008 AC 5428 NW EDGEWATER AVE DATE PORT ST. LUCIE FL. 34983 FLOOR PLAN/ 6 / 1 / 2 0 Email agchababl@msn.com ELEVATION PLAN 772 878-5079/475-6630 DESIGN PRESSURE SHEET 2 ❑F4 Fax 772 785 8291 V4 SEC '8" #5 REBAR X SPACING 5 FT O.C. 4 IN THICK C❑NCX2500 PSI rain ) W/LAYER 6x6 WWM ❑R'FIBERME H C❑NC, OVER 6 MIL POLY VAPOR BARRIER OVER CLEAN COMPACTED 34'4" P❑IS❑NED FILL Z ' #5 REBAR MAX SPACING 5 FT O.C. 1�'Wx1Q'H_RDI4Iz UP___ -- GARAGE DR. 10" 16'0' 1210" 24'0" FOUNDATION NOTES Prepare 'slab to recieve 41n concrete 2500 PSI with Layer 6X6 wmm 6 MIL poty vapor barrier over ,clean compacted soil treated for termite' SEC A -A NTS FOUNDATION PLAN SCALE 1/4 -1'0" 34 2'0" '4' GARAGE 12' FLAT CLG L8 E 4, 20,0 24'0" PRECAST LINTEL LA OUT 8"x24" Tie Beam z: w/6#5 Rebar w/#3 stirrups ® 12" 3000 PSI Concrete 8,< J 12 S Metal Roof on 30# Felt *Soffit Shall Consist of 7/43 on 1/2 in CDx Plywood on PRE ENG Wood Trusses Cement Stucco over Wire 24 in O.C. Lath w/11Ga.x2" long Nails w/ 3/f3" head @ 6" O.C. Over See Connect fig" Metal Rib Lath ® 6" O.C. sched B �c Provide (2) Layers of #15 Felt Over Each Framing Member B. 6„ x16 Tie Beam :• . w/4#5 Rebar w/#3 stirrups ® 12" * 21A� AL. Drip Edge 3000 PSIconcrete Over 1x3 P.T. Nailer:I 4" * 1x8 Fascia Boar I * 2x4 Cont. Sub Fascia Borad Nailed to Truss Tail w/(2) 16d Nails (Or Better) 12'0' 8"x16" Concrete Blk w #5 Vertical Dowel in Conc. Filled Cells as per Plan i 24inx16in Mono )[rooting w/3#5 Rebars Continuos 4„ SIN Finished Grade 16:: ' 36 REHABS in 2500# Fibermx Conc. w B in 1Ox10 w.w.m. on 006 Vapor Bearier 'on Clean IFCompacted, Termite Treated �24 ",P'Ill PRECAST LINTEL TABLE LINTELM 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 PRECAST 1 628E 400 8F16/1B1T Y 1#5 REBAR L2 '0 PRFr.ART- 625E 1# R BAR L3 4'6' PRECAST —6222 1978 #5 RFRAR L3A 4'6" PRECAST - 3086 2918 3455 1956 8F6/1B Y i# AR L4 5'0' PRECAST 1 6200 1865 5256 475 Y 1#5 REBAR L6 a PRECAST - 6110 10 200 Y 1#5 REBAR L7 ' PRECAST- 610E 101E 524e 200 gFj r,11 gi T Y 1#5 REBAR L7A 6'6' PRECAST — 3028 540 3514 439 Y 1#5 REBAR L7B 6'6" PRECAST - 2354. 275 1340 230 1 8F4/1B Y 1#5 REBAR L8 7'6' PRECAST 1 ! 604E 3398 5406 Y 1#5 REBAR L8A 7'6' PRECAST - I2998 398 3 520 8F6/1B Y 1#5 REBAR L10 9'4' PRECAST - 444E 1200 3888 2800 8F12/1B1T Y 1#5 REBARS L11 10'6" PRECAST - 5862 1959 5586 1316 8F16/1B1T Y 1#5 REBAR L13 'PRECAST -5772 -5676 - 4 ' - 4936 L15 ' PRESTRESSE — 9455 3500 5996 750 RF16Z1BIT Y 1#5 REBAR * USE CAST CRETE MATERIAL CONNECTOR SCHEDULE TRUSS MEMB, BEARING POINTS TRUSS M0 UPLIFT t LD(LB) TRUSS MAX GRAVITY I LD(LB) CONNECTOR ID CONNECTOR ALLOWABLE UPLIFT LD(LB) NAIL TYPE FASTENERS REMARKS DESCRIPTION OF 8F16/1B1T BY CAST CRETE FILLED W/MIN 3000 PSI GROU TO FORM A CONC. BEAM ' HIGH STRENGTH LINTELS FILLED W/ GROUT QUANTITY [IF 5 REBAR 8 NORMAL WIDTH OP BLOCK �i 16/1 B T NORMAL HIGH LUANTITY OF LLLiiiiii�� 5 REBAR e BOTTOM LINTEL X USE SIMPS❑N META18/14 ANCHOR (CONCRETE TO WOOD TRUSS MEMBERS) WITH 8-10di(1/2)' NAILS EMBEDDED INT❑ 8-IN POURED C❑NC, BOND BEAM -TRUSS MAX UPLIFT : 1234LB CONNECTOR UPLIFT META18/14 :1450 LB -DIFFERENT ANCHOR IS REQUIRED FOR TRUSS MEMBERS THAT ARE LISTED IN THE TABLE USE SIMPS❑N LTS20 CONNECTOR ( BETWEEN TWO WOOD MEMBERS) WITH 12-IOD NAILS TO THE PLATE AND 12-10Dx11/2 NAILS FOR THE TRUSS MEMBERS. -TRUSS MAX UPLIFT 1425LB CONNECTOR UPLIFT SIMP LTS20: 620 LB -DIFFERENT ANCHOR IS REQUIRED FOR TRUSS MEMBERS THAT ARE LISTED IN THE TABLE GONZALO ZAMUDIO DESIGNED BY AC BRAHAM CHABAB, Inc. 4L.JBOARD GARAGE Q SE Corner of Arnold & 38th St DRAWN BY OF PROF. ENG. AUTH.#26790 PIN 2420-224-0002-0008 AC 5428 NW EDGEWATER AVE PORT ST.; LUCIE FL. 34983 FOUNDATION ' PLAN DATE 6 / 1 / 2 0 WALL HEIGHT'S LINTEL Email agchababl*msn.com Ph 7Fax87725085-8291 8630 & WALL DPTAILS SHEET 3 OF 4 CONNECTOR SCHEDULE IFI'Ch/�ii Qp'r`�cENse qey/l Q .. No q Q' f l'— o . �, — 3 PI ORI�P / ////'9 ON'A1.\E\�� REVISIONS JDATE.' 00f%#U e 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 Ib 32'-48' 4/12 10 7 48'-60' 4/12 1 15' ❑VR 60' T SEE A PR❑FESSI❑NAL ENGINEER DF D❑UGLAS FIR -LARCH SP ; SOUTHERN PINE HF HEM -FIR SPF: SPRUCE -PINE -FIR \II lateral braces 3pped at least 2 trusses WARNING : Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings STD HOOK BOND BEAM _1(1/2) MIN VERT. REINF. IN GROUTED CELL 30" MIN CLEANOUT REQ'D LAP FOR GROUT LIFT 6" MIN 3" MIN EMBEDMENT _ COVER HOOK FOOTING STD REQ'D @ EACH END OF SHEARWALLS OR SHEARWALL SEGMENTS I DOWEL LAPPED W/WALL REINF. ALL LAPS MIN 30" GROUTED CELL 1 #5 CORNER BAR s bracing repeated at end of the building d at 20'intervals STD HOOK BOND BEAM 2 FILLED CELLS 1 #5 EACH CELL BOND BEAM 12" MIN 8d RINK SHANK NAILS 8d RINK SHANK ° ° °< ALL STRUCTURAL SHEATHING PANELS TO BE 1/2" MIN. THICKNESS (4-PLY) CDX ° ° ° °< o 0 ° ° ° ° ° °° ° ° ° ° ° ° o ° ° °° ° ° ° ° ° ° o ° ° ° ° ° ° ° ° ° °° ° ° ° ° ° ° 0 ►.• • OR ■_ILI 1CM WM9111 1 1" GAP PRE-ENG. TRUSSES .2x4 BLOCKING BEf.ALL TRUSSES RIDGE BLOCKING DETAIL 0 i 0 0 ° 0 8d RINK SHANK NAILS @ 5" O.C. IN ZONE(9) UO 8d RINK SHANK NAILS @ 7" O.C. IN ZONE 1� i ---------i-------------7------- 1 #5 DOWEL IIN CORNER i ---------� --2- 0 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 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 of work and pick up their discarded materials and waste . 8-All necessary inspection certificates , permits and licenses as may be required are to be obtained at the contractor's expense . CONTINUITY OF FOOTING REINFORCEMENT 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 . MATERIAL 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. m; u471� i� F ................ /SS/ O N A\- ` GONZALO ZAMUDIO DESIGNED BY ABRAHAM CHABAB, Inc. GARAGE AC SE Corner of Arnold & 38th St. DRAWN BY FL. BOARD OF PROF. ENG. AUTH.#26790 PIN 2420-224-0002-0008 AC 5428 NW EDGEWATER AVE DATE PORT ST. LUCIE FL. 34983 DETAIL PLAN 6/1/20 Email 772 agchababl®msn.com 878-5079/475-6630 GENERAL NOTES SHEET ❑F Fax 772 785-8291 ic11 um