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HomeMy WebLinkAboutREVISION 6-20-18OFFICE USE ONLY: DATE FILED: 1 - 4> -"& REVISION FEE: ` 's - 1�0 LOCATION/SITE ADDRESS: DETAILED I REVISIONS: SCANNED PERMIT. i-- b A .�,prcl�I.t RECEIPT # ING & DEVELOPMENT SERVICES ING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.56 I (772) 462.1553 PLICATION FOR BUILDING PERMIT R = _ PROJECT, INFORMATION NZN—N 7 ON OF PROJECT Vk, ALA.%V\ 1:�1�'l�lh.l�lJ`�` 6 '� \. . a �. "1 � •J.�. � (4AD u, I-s' \w 6czf — I CONTRACTOR INFORMS STATE of FL REG./CERT. #: BUSINESS NAME: l C QUALIFIERS NAME: CH ADDRESS: . kLy1pfl CITY: 6rc Q \.-t ka PHONE (DAYTIME): 111 gd OWNER/BUELDER INFORMA' NAME: ADDRESS: CITY: PHONE (DAYTIME: ARCHITECT/ ENGINEER INFI NAME: N ADDRES ' CITY: 'C PHONE (DAYTIME): _ SLCCC. 9123109 Revised 06130/17 Vim' **0 i w*11-leE' CC- I M.16 ST. LUCIE CO CERT. #: Emu jai• . 3 — STATE: ZIP: FAX: %IATION: \"y \� ?, cNNt- Aw . STATE: I� ZIP: SUN 2 4 2018 File'Copy artment permitting pep St. Lucie County FL 'ORY I -BEAM ,--P.T. 2 XB WOOD CAP .' • • "'• 4" THICK SOLID CAP BLOCK 4 z 8"X8"X16" CONCRETE t ' ASONRY UNITS •'�%, (DRY —STACKED) A PIER "A" fRAnF EXISTING CONCRETE NOTE: PIER TYPE "A" BIAS A SLAB (GOOD CONDITION) OF 80M SLAB TO HEIGTOP HTT32 X P.T. 2 X8 WOOD CAP THE FOUNDATION IS DESI "10 MEET THE REQUIREMENTS OF THE FEMA85 CODE IN WHICH THE FOUNDATION MUST RESIST FLOTATION, COLLAPSE, AND LATER) AND ALL OTHER LOADS DL, ,f HE BASE FLOOD. IN ADDITION, THE FOUNDATION IS DESIGNED TO PROVIDE RESISTANCE TO UPLIFT AND OVERTURNING OF THE HC THESE PLANS AND ALL PROPOSED WORK 35'-0" ARE SUBJECT TO ANY COR IECTIONS REQUIRED BY -FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICA 13LE CODES, 4'—MA O'er?MAX F '.'-0" 6'-2" TYP. MAXt-6'-8" MAX FACTORY I -BEAM LLU v M L6:-2" TYR 6-8" MAX 2'-0" MAX FACTORY I -BEAM .•'r�l, ILLjj OrM Lw 8"X8'X16" CONCRETE ASONRY UNITS 6'-0" MAX LSPACING :' • �� (DRY —STACKED) a I 4'—s' 5'-4" ;: ;•: .. B TER ' B o z I O , -0" V-10" TYP. (MATELINE) .", v MAX 6'-8" MAX A F-1 uj Cn EXISTING CONCRETE SLAB (GOOD CONDITION)Mn rn NOTE: PIER TYPE "B" OAS A C7 _ _ _ _ MAXIMUM HEIGHT OF 54 FROM SLAB TO TOP OF P.T. 2 X 8 _ _ F.T. F.T. G A. G.A _ _ F,T, G.A. F.T. F.T. F.77. G.A G.A. G,A. F.T. G.A. LIMITATIONS: LAX014'-0"O.C.IDA BUILDING CODE (6TH EDITION) &ASCE 7-10 MAX F-1 1. ULTIMATE DESIGN WIND SPEED: 170 mph WIND SPEED 2. NOMINAL DESIGN WIND SPEED: 132 mph WIND SPEED 3. WIND EXPOSURE CATEGORY: "D" 4. IMPORTANCE FACTOR: 1.0 5. DESIGN ROOF LIVE LOAD: 20 PSF 6. DESIGN FLOOR LIVE LOAD: 40 PSF 7-MIN.-ASSUMED SOIL -BEARING CAPACITY: 1500-P-SF S. OCCUPANCY CLASSIFICATION: R3 9. CONSTRUCTION TYPE: VB 10. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT IN A HIGH VELOCITY HURRICANE ZONE AS DEFINED BY THE FBC. GROUND ANCHpORR�IINSTALLATION W/ �10 WOOD SCREWS MIN. 1 PENETTRRATIONIMEfER RAIL WTiH MIN. 14 SCREWS OR 507 SCREW HOLES FILLED, EVENLY SPACED. -BRACKET MCYBE-OMn7ED-ONSITE IF IT IS INSTALLED BY THE MANUFACTURER 2X8 . MIN. PERIMETER RAIL r:. r' ALL TIE -DOWN STRAPS, ETC., SHALL BE TYPE 1 FINISH B. GRADE 1, STEEL STRAPPING 109.000 MINIMUM YIELD STRENGTH, .035' MINIMUM THICKNESS (PLUS OR MINUS .002 IN, - 0,05MM) FINISH 8 - HOT -DIPPED GALVANIZED ZINC COATING ASTM STANDARD 123-89A 6 OUNCES ER SQUARE FOOT PER S RFACE 4750 POUNDS MINIMUM BREAK STRENGTH, MARKtO EVERY 12 TO 15 INCHES (MANUFACTURER'S NAME AND ASTM SPEC. D3953-91 , 1 1 4" WIDTH. FOUNDATION NOTES: 1. BLOCKING SPACING BASED ON 2OPSF LIVE LOAD ON ROOF AND 1500 PSF SOIL BEARING CAPACITY. CERT 2. CONCRETE BLOCKS ARE ONLY RATED AT 8000 POUNDS, 8000 POUND PIERS OR HIGHER MUST BE 9--o'" O.C. ENGIt TE DOUBLE BLOCKED. MAX SPACING LLOAADD 3. STABILIZER SYSTEM PER OLIVER TECHNOLOGIES, INC., OR EQUIVALENT AND ALL SIDEWALL ANCHORS ARE 4725 SPACED PER PLAN. FOUR FOOT GROUND ANCHOR MAY BE USED. 4. THE MODEL 1101 "V"(LONGITUDINAL & LATERAL PROTECTION) ELIMINATES THE NEED FOR MOST STABILIZER PLATES AND FRAME TIES. EACH SYSTEM IS REQUIRED TO HAVE A FRAME TIE AND STABILIZER ATTACHED AT EACH LATERAL ARM STABILIZING LOCATION. THIS FRAME TIE AND STABILIZER PLATE MUST BE LOCATED WITHIN 18' FROM CENTER OF GROUND PAN. 5. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY BETWEEN THE I -BEAM AND THE TOP OF THE PIER. SHIMS SHALL BE FREE OF KNOTS, SPLITS, AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P.T. LUMBER, CEDAR, OR ABS AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 213 OF THE BEARING PRIOR TO ADDING THE SHIMS. 6. ALL TIE DOWN ANCHORS SHALL HAVE A MINIMUM 4,725 LB. ULTIMATE CAPACITY AND SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 7. THE STEEL FRAME OF HOME IS NOT FOR USE OF RELOCATION OF HOME AFTER SETUP, AND IS INTENDED FOR USE AS A PERMANENT FOUNDATION. 8. ALL PIERS SHALL BE CONSTRUCTED OF 8' X 8" X 16' CONCRETE MASONRY UNITS CONFORMING TO ASTM C90. 9. INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS. 10. [-BEAM SUPPORT PIERS MAY BE INSTALLED LATERALLY (90 DEGREES FROM THE ORIENTATION SHOWN ON THE FOUNDATION PLAN). MUST BE LOCATED DIRECTLY BELOW THE 1-BEAM CENTERLINE. 11. ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK SUBJECT TO LOCAL JURISDICTION TO I^ 0' MAX B"X16' CMU BLOCK DRY STACKED PIER (PER PLAN) EXISTING c0 Tn CONCRETE SLAB 1 I (GOOD CONDmON)NNja /EMENT DUE TO THE EFFECTS OF WIND AND WATER LOADS„ IE TO FLOOD AND WIND FORCES AT THE BASE FLOOD. jeos-as"(!; L ST. L''UCIE COUNTY I "VEENVED FOR COT, REVIEVYTD BY DATE PU%N'3 AND PERItI'I p^ � o PtSPgCTION COLUMN LOADS 1Q = 1925 LBS. 3) = 1925 LBS. �IaIIIII i'rii •' \, , No. 5 6 • L/ �� s • i •.� �� S N A L oe' 111111 s-2o1 s 3T BE KEPT ON 30B L BE 'LADE. FEMA MAP INDICATES THAT THIS LOT IS IN A FLOOD E WITH BASE FLOOD ELEVATION AT 6' NAVD 88. _OT SITE GROUND (ESTABLISHED) ELEVATION IS 42.' MINIMUM FINISHED FLOOR ELEVATION TO BE TV CONCEALED FASTENS OR ATTACHMI ARE THE RESPONSIBILRY OF THE CONTRACTOR OF RECORD v F.T. -FRAME TIE -DOWN FASTENED TO GROUND ANCHOR G.A. • -COLUMN ANCHOR STRAP FASTENED TO GROUND ANCHOR OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LONGITUDINAL & LATERAL BRACING SYSTEM ®-OLIVER TECHNOLOGIES, TIEDOWN ENGINEERING, OR MINUTE MAN ANCHORS LATERAL BRACING SYSTEM ONLY MATELINE '-O" O.C. OUTRIGGER FLOOR JOISTS FRAME P.T. 2X8 WOOD SHIM Z Q -4" THICK SOLID BLOCK CAP -8"X16" CMU BLOCKS 00 DRY STACKED PIER I 1 SINGLE -STACKED N_N 8"X16" CMU BLOCKS I DRY STACKED PIER ¢ g m io 'N�_ ANCHOR INSTALLATION EXISTING CONCRETE INSTALLATION 4'-D" GROUND ANCHORS WITH A 5/8' SHAFT AND A 6" SINGLE DISC OR EQUIV. OPTIONAL TIEDOWN-ANCHOR HEAD AND TENSION BOLT SECTION "E-E" ANCHOR HEAD WITH MIN. 5/8- X 3- WEDGE ANCHOR OR E ,�� ®�� F_1 MINIMUM 4" EDGE DISTANCE N.d• Senyb Engineering Services 318 S. Scenic Hwy, Ste. 100 THESE STANDARDS AND PLANS MEET THE 2017 F.B.C. - RESIDENTIAL (67H EDITION) DRAWING INFORMATION CUSTOMER: KUJAWZKI ADDRESS: 139 NETTLES BLVD., JENSEN BEACH, FL 34957 DESIGNED FOR20 LIVE Lake wales, FL 33853 CENTRAL MODEL # UKNOWN- 20'-0" X 39'-0" (HUD) PSF ROOF LOAD AND 1500 PSF SOIL NAME: OfFlce:863.589-5980 Vint=ULTIMATE DESIGNWINDSPEED= 170 MPH (RISK CATERGORY 11 BUILDING) M.BJ. FOUNDATION PLAN AND DETAILS BEARING CAPACITY Fax- 1 868 865-2044 V- =NOMINAL DESIGN WIND SPEED= 132 MPH (RISKCATERGORY II BUILDING) (TABLE 1609.3.1) HOMES PROVIDED GATE Website: www.senybengineering.COm Email:lnfc@senybenglneering.cam ]�� 02-12-2016 REV BY F-1 MARK V.RICHTERP.E.#56196 318 S. SCENIC HWY. STE.100 SENYBENGINEERING SERVICES SCALE: SCALE: © COPYRIGHT 2017 LAKE WALES, FL 33853 OFFICE: 863-589.5980 SEMYB E1tiv'[NFFR]::O 5EF4'ICES Aa Eng neer ng and U alp Company NOT PRINTED TO SCALE LAKE WALES, FLORIDA 33853 SHEET 1 OF 1