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HomeMy WebLinkAboutPLANSGeneral Notes A. CONCRETE & FOUNDATION DESIGN: 1. ALL CONCRETE FOOTINGS SHALL BE 3000 PSI MINIMUM. 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 3000 PSI MINIMUM, 3 1/2" NOMINAL THICKNESS. 3. FIBERMESH (3/4" PER CUBIC YARD MIN.) MEETING APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED IN LIEU OF WELDED WIRE MESH. 4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH. 5. ALL REINFORCING SHALL CONFORM TO ASTM A515, BE GRADE 50 (50 KSI MIN.) DEFORMED BARS, #3 BARS MAY BE GRADE 40. 5. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL BE 3000 PSI MIN., 2" MINIMUM THICKNESS. 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING: OPC (PORTLAND CEMENT TYPE 1, - ASTM C 150). AGGREGATES - #5 STONE, ASTM C 33 SIZE NO. 57 LESS THAN 3/4". AIR ENTRAINING +/- 1 % - ASTM C 250 CLEAN POTABLE WATER. OTHER ADMIXTURES SHALL NOT BE PERMITTED. 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. 10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN 2, & 3 ALONG WITH HOT WEATHER CONDITIONS RECOMMENDATIONS. 11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, CONCRETE SHALL BE A MINIMUM OF 4" THICKNESS, VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, SPALLING OR OTHER DETERIORATION. B. FASTENERS: 1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 300 18-8, WITH STANDARD FLAT WASHER UNLESS MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD. 2. HEX BOLTS HAVE TO BE ASTM A 325, PLATED WITH STANDARD FLAT WASHER AND NUTS. 3. ALL CONCRETE SCREWS SHALL BE SIMPSON, HILTI, RAWL, TAPCON, REDHEAD, DYNABOLT, OR APPROVED EQUAL. 4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE HOT DIPPED GALVANIZED. 5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.). 5. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CIRCUMSTANCES BY DRIVING WITH A HAMMER. 7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE GRADE #5 OR BETTER ZINC PLATED. S. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD, OR OTHERWISE NOTED ON PLANS. 9. ALL FASTENERS SHALL COMPLY WITH ASTM A153. 10. ALL CONNECTORS SHALL COMPLY WITH ASTM A553 CLASS G-185. 11. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1 /2" UNLESS NOTED OTHER WISE. C. ABBREVIATIONS: THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 1. TYP - TYPICAL 2. SIM - SIMILAR 3. LION - UNLESS OTHERWISE NOTED 4. CONT - CONTINUOUS 5. VIF - VERIFY IN FIELD D. RESPONSIBILITY: 1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN ACCORDANCE WITH 6th. EDITION OF THE 2017 FLORIDA BUILDING CODE, LOCAL ORDINANCES, ETC. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, NOTIFYING ENGINEER OF RECORD OF ANY DISCREPANCIES BETWEEN DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD CONDITIONS. 3. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND MANUFACTURER. 4. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A LICENSED P.E. IN ACCORDANCE WITH STANDARD ENGINEERING PRACTICE. z \ N s FL-68 / ORANGE AVENUE S- FLOYD JOHNSON ROAD 6300 LOCATION MAP NITS THE PROJECT CONSISTS OF PLACING A POLE 1 BARN ON THE DAVID SCHINDEHETTE PROPERTY. THE PROJECT DOES NOT HAVE PLUMBING, ELECTRICAL OR MECHANICAL SYSTEMS. BEFORE DIGGING CALL SUNSHINE STATE ONE -CALL OF FLA 1-800-432-4770 FSS 93.240, SECTIONS 556,101-556,111 REQUIRES MIN. OF 2 DAYS AND MAX, OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. PARCEL NO. R11-222-19-1690-0000-0020 JOB DESCRIPTION: POLE BARN 1.CODE: 1.1 RESIDENTIAL, 6TH. EDITION OF THE 2017 FLORIDA BUILDING CODE. 1.1.1 RISK CATEGORY II (RESIDENTIAL) 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08) 1.3 "DESIGN SPECIFICATION FOR LIGHT METAL PLATES CONNECTED TO WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION, 2, DESIGN CRITERIA: 2.1 ROOFING MATERIAL TO BE METAL AS NOTED ON THE SECTION PLAN ON SHEET 2, ALONG WITH THE FLORIDA APPROVAL NO. 2.2 WITHIN EXPOSURE "C" AREA. DRA WING INDEX I. SITE PLAN, NOTES AND DRA WING INDEX 2. SECTION PLAN 3. FOUNDATION PLAN 4. ELEVATION PLAN 5. TRUSS PLAN REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY - SOCC N APR 1 7 "019 PARCEL KEY: 00133199 1 HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANCE WIND SPEED: 158 MPH THEG158 2017L ORIDA ''[[WITH ,, FOR MPHO ULOTIMATE DESIGNTHE WIND SPEEDG(RISKEC EGORRx ALONG WITH THE ENTIRE 2017 FLORIDA BUILDING CODE. RESIDENTIAL. X DO NOT SCALE DRAWINGS The contractor shall verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for same. Emails: rroberts.egi®gmail.com trautwein-clem®outlook.com EGI-ARCHITECTURAL AND ENGINEERING / DESIGN SERVICES, INC. I William H. Roberts, P.E. 42712 j 1003 South Alexander Street. Suite 5 Plant City, Florida 33563 4. TEL (813) 752-7078 Architectural Business License #AA26003 6 FBPE Engineering Business Certification of DATE Authority #32960 VAUD WRHDUT MR SUL OR c Cr 5 a ■■■■■■■■■ IN \ 1 \IN IN IN IN IN Is IN'. INNOMM ME • ` . • • • • . • • •Lj 1 ' • . • 0 • • COPY J DRAWN CLEM TRAUTWEIN SCALE e - �HECKED & APPROVED St. LUCID. r.FT 4-11-19 C19958 SHEET I OF 5 Igoy�oy3�3 NOTES 1 . USE J 14 SDS SCREWS AT EACH 2X6" AT 9" ON CENTER MAX FOR METAL SHEETHING. 2. SCREW 2X6" TO STEEL JOIST. 3. SCREW 2X6" TO EACH PURLIN WITH 4 — SDS25 SCREWS. 4. USE (3) 1/2 " 0 X 1 1/2 )) THRU BOLTS AT EACH STEEL JOIST END PLATE CONNECTION. 5A. USE 2) 1 2"0 X 7" CARRIAGE BOLT TH U EACH STEEL JOIST TO 6"X6" POST CONNECTION. 5B. USE 2) 1 2"0 X 9" CARRIAGE BOLTS TH U EACH STEEL JOIST TO 8"X8" POST CONNECTION. 5C. USE 2) 1/2 )) 0 X 12" CARRIAGE BOLT TH U EACH STEEL JOIST TO 10"X10" POST CONNECTION. 6A. 6" X 6" P.T. POST, 0 REQUIRED. 613. 8" X 8" P.T. POST, 10 REQUIRED. 6C. 10" X 10" P.T. POST, 0 REQUIRED. 7. NO. 5—REBARS PLACED AS NOTED AND SUPPLIED BY THE CONTRACTOR. 8A. 18" DIA. AUGURED HOLES BY THE CONTRACTOR. USED IN THE 120-139 MPH WIND ZONE. 8B. 24" DIA. AUGURED HOLES BY THE CONTRACTOR. USED IN THE 140 TO 159 MPH WIND ZONE. 8C. 36" DIA. AUGURED HOLES BY THE CONTRACTOR. USED IN THE 150 TO 180 MPH WIND 9. COLLAR TIE BOLTS TO BE 1/2 X 13 X MACHINE BOLTS, 2 REQUIRED AT EACH 10. REQUIRED BOLTS AND SDS SCREWS ARE SUPPLIED BY THE MANUFACTURER. 11. ALL CONCRETE USED IN THE HOLES TO BE 3000 PSI. 12. VARIOUS FLOORING PER CLIENT, NOT SUPPLIES PER MANUF. 13. OWNER AND/OR CONTRACTOR TO CHECK THE LOCAL BUILDING CODES AND SETBACKS BEFORE STARTING CONSTRUCTION. 14. FLORIDA APPROVAL NUMBER FOR. 29/26 GAUGE ROOFING AND SIDING: * FL 9555.4—R3 15. FLORIDA APPROVAL NUMBER FOR. ZONE. 1 END. ASTA DOOR CORPORATION — ROLL UP DOOR MODEL 203 WINDLOCK COMMERCIAL DOOR * FL 8888—R3 15. FLORIDA APPROVAL NUMBER FOR. 3'-0"X6'-8" MAN DOOR MODEL THERMA—TRU * FL 4904-1 17. FLORIDA APPROVAL NUMBER FOR. ALENCO WINDOWS —NON IMPACT * FL 14039 NOTE: VARIOUS ITEMS WITHIN THE GENERAL NOTES DO NOT APPLY TO THIS PROJECT. 29 GA. METAL ROOF COLOR: GALVALUME - 2X6" PURLINS AT 24" ON CENTER AND FASTENED TO THE 18 GA. BUCKETS WITH (4) SDS 25 SCREWS (2 EACH SIDE). THE BUCKETS 12 ARE WELDED 3 TO THE STEEL JOIST. 16" STEEL JOISTS 0 D_ �0 0 GRADEt a MW 29 GA. METAL ROOF COLOR: GALVALUME COLLAR TIE 1 1/2" X 1 1/2" X 1 l4" FOR BLDGS. UP TO 40 —50' LENGTH TO BE 15'. NOTE TYPICAL RAT RUN FASTENED TO THE 18 GA. BUCKETS WITH (4) SDS SCREWS (2 EACH SIDE). THE BUCKETS ARE WELDED TO THE STEEL JOIST. NTS -----L_ GRADE___________-- Z_GRADE 1 1/2" X 1 1/2" X 3/16" ANGLE I 1 1 /4" X 1 1 /4" X 1 /8" ANGLE I . I I 1 1/2" X 1 1/2" X 3/16" ANGLE JOIST FOR USE ON BUILDINGS 24' TO 40' JOIST SECTION NTS SECTION LAYOUT 10 nA of invrrc^ rnn ni ini IKIi TYPICAL JOIST SIDE SECTION USED FOR 12" AND 15" JOISTS 2X6" PURLINS AT 24" ON CENTER AND FASTENED TO THE 18 GA. BUCKETS WITH 12 (4) SIDS 25 SCREWS (2 EACH �3 SIDE). THE BUCKETS ARE WELDED TO THE STEEL JOIST. 16" STEEL JOISTS --y _GRADE I a a I^I a I� Q I T V) 0 a 0 0- 0 I- ---v_ GRADE _ GALVALUME METAL ROOFING. (1)-#9X1 1/2" WOOD SCREW W/WASHER, 2 PER FLAT ON LAST SHEET. 0 10 101 18 GA. PURLIN CLIP METAL TRUSS -SEE SPECIFICATIONS- 2X6 " SOUTHERN YELLOW PINE ROOF PURLINS @ 24" ON CENTER. (2)-#9X1 1/2 )) SCREWS ON EACH SIDE OF THE CLIP. PURLIN CONNECTION NTS REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC I HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANCE WITH THE 6TH. EDITION OF THE 2017 FLORIDA BUILDING CODE, CHAPT FOR 158 MPH ULTIMATE DESIGN WIND SPEED,(.RISK CAT ,RY 1 ALONG WITH THE ENTIRE 2017 FLORIDA BUILDING CODE, RESIDENT EGI-AR(1HITECTURAL AND ENGI / BEFORE DIGGING CALL DO NOT SCALE DRAWINGS NEERING DESIGN SERVICES, INC. r SUNSHINE STATE ONE -CALL OF FLA 1-800-432-4770 FSS 93,240, SECTIONS 556,101-556,111 The contractor shall verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for same. William H. Roberts, P.E. 42712 1003 South Alexander Street. Suite 5 Plant City, Florida 33563 TEL (813) 752-7078 REQUIRES MIN, OF 2 DAYS AND MAX. OF i Architectural Business License #AA26003 6 1 5 DAYS NOTICE BEFORE YOU EXCAVATE, I Emails: rroberts.egi®gmail.com trautwein_clem©outlook.com FBPE Engineering Business Certification o Authority #32960 A N D WRHOUT FOR SEAL OR STAMP) /MONO■■■\ M1■■■■11M■■■IMEMOMMIMME MIN ■■ ■■ ■■ ■■ ■■ ■■ ■■■■■■■■■ _ . ��— - �. II�� ■I ■ IN ■� IN �I IN ■M■■■■■ME . • • • - 0 • • •o r . • 0 � . • DRAWN CLEM TRAUTWEIN SCALE 3/8"=1'—O" & APPROVED 19958 SHEET 2 OF 5 I S L -� 4_11 rl1�8"X8" POST 8"X8" POST 8"X8" POST 8"X8" POST 8"X8" POST 0 N 1920 S.F. 0 N FINISH GRADE PER SITE RIDGE LINE RIDGE LINE — — GAO 0 N 0 N 8"X8" P T 8"X8" POST 8"X8" POST 8"X8" POST 8"X8" POST BEFORE DIGGING CALL SUNSHINE STATE ONE -CALL OF FLA 1-800-432-4770 FSS 93,240, SECTIONS 556.101-556.111 REQUIRES MIN. OF 2 DAYS AND MAX, OF 5 DAYS NOTICE BEFORE YOU EXCAVATE, DO NOT SCALE DRAWINGS 44 0 The contractor shall verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for same. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 1 HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN THE 6TH. EDITION OF THE 2017 FLORIDA BUILDING FOR 158 MPH ULTIMATE DESIGN WIND S D ALONG WITH THE ENTIRE 2017 FLORIDA BUILDING/CODE, EGI —ARCHITECTURAL AND ENGINEERI G DESIGN SERVICES, INC. William H. Roberts, P.E. 42712 1003 South Alexander Street. S Its #5 Plant City, Florida 33563 TEL (813) 752-7078 Architectural Business License #AA260 FBPE Enqineerinq Business Certification of z 0 rn 5 w /N■■■■■■� m■■■■■■■■ • = - ■■ ■■ ■■ Noso ■■ ON No ■■■■■■■■■ .� ■ �� ■ ! IIIIN ■1 IN ■I I■ ■� IN ■� IN r • 1 1 ■■■■■■■■■ LdIN .LLJ • 0 • n DRAWN CLEM TRAUTWEIN SCALE: S: CHECKED & APPROVED C19958 SHEET 3 OF 5 Emails: rroberts.egi@gmail.com trautwein—clem®outlook.com VAUD WITHOUT FOR SEAL OR 19' -0" TOP OF RIDGE > 4' TOP OF POSTS 0' - 0), GRADE 19'-O" TOP OF RIDGE jk14' TOP OF POSTS IV 0' -0" GRADE i FRONT ELEVATION REAR ELE VA TION A ArT.I n/ l rl.Il LEFT SIDE ELEVATION RIGHT SIDE ELEVATION 1 \ REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC I HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANCE - THE 6TH. EDITION OF THE 2017 FLORIDA BUILDING CODE, .¢F1,4PTER 3, FOR 158 MPH ULTIMATE DESIGN WIND SPEED (RISK;16ATEGOR)( II) ALONG WITH THE ENTIRE 2017 FLORIDA BUILDING C0aE, REStIOENTIAL. / �m■■■■■MEMNON ■� _ , . = ' _ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ No ■■ ■■ ■■ ■■ ■■ ON ■■No ■■' ■■■, ■■■OMENMENOMONEE ■■ � III ■I I■ ■i ■■■■■■■■■ • • .- • . - L .. • •. .• LL- . ` t J DRAWN CLEM7RAUTWEIN SCALE`. CHECKED 8 APPROVED CET 4-11-19 C19958 SHEET 4 OF 5 �m■■■■■'O MENEE.IIIIIIIII ■■■■■■■■ " _ • ME .■ ■■ ■■ .■ .■ ■■ .■ ■■ .■ ■■ .■ ■■ No - ,. II►� IN IN .• • LLJ .- i • r • Ld • . • C) . • r=C7EMTRAUTWClN SCALE: 3 8"=1'-O" CHECKED & APPROVED CET 4-11-19 C>9958 SHEET 5 OF m5