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HomeMy WebLinkAbout19-21714 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21714 - BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21714 Address: 39546 VALDERRAMA LN Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: SHED INSTALLATION Township: Range: Book: Proposed Use: RV PARK Lot(s):219 Block: Section: Square Feet: Subdivision: MAJESTIC OAKS Est. Value: Parcel Number: 24-26-21-0000-00100-0090 Improv. Cost: 3,280.00 OWNER INFORMATION Date Issued: 9/05/2019 Name: NHC-FL115 LLC Total Fees: 157.50 Address: 27777 FRANKLI�`RD STE 200 Amount Paid: 157.50 SOUTHFIELD, K41 48034-8205 Date Paid: 9/05/2019 Phone: 813-783-7518 Work Desc: INSTALLATION SHED 8 X 10 W/ ELECTRIC I' CONTRACTORS APPLICATION FEES WATERMAN PROPERTIES OF FLORIDA L BUILDING FEE 90.00 MARTIN ELECTRIC ELECTRICAL FEE 67.50 FRAME Ins ections Required SHEATHING FINAL ELECTRICAL ROUGH ELECTRICAL FINAL REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. 1 NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Q T-� Date Received phone Contact for Permitting O1 I 0 1 1 1 1 1 1 1 1 Lu�/'► 1 1 1 1 1 ((�� /f rj Owner's Name Tll..�F L I Owner Phone Number Ib / 3 Owner's Address Owner Phone Number SO 1re1 Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS ^,� QLYY10. ^# ^ Z jar /� 1�L/O�T# (�n� SUBDIVISION + L PARCEL ID# A q'Ot0_o[1-W aJ_V000_OD�-0 � (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSfR ADD/ALT = SIGN = = DEMOLISH INSTALL 1 REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL = DESCRIPTION OF WORK -I BLA I I N e W AACD W 4■} eleQ+r1 C- V 1 L BUILDING SIZE SO FOOTAGE= HEIGHT =BUILDING $3 ^bG CU VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ 01T J�1 AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 4- c =GAS ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO A ( ) BUILDER COMPANY Nc_ SIGN ` REGISTERED ICYP N I FEE CUR(R�EIA Y//N ress 3 +e FI 334a License# .G J1. I Q' ELECTRICIAN ( COMPANY I SIGNATURE C REGISTERED Y N FEE CURREI I Y/N Address I e C. L I License# IU-13001,393 PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREI. I Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREK LILN Address 1 License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREI I Y/N Address License# 1111111111111111111111111111111111111111111111111111111111111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionsilarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500) " Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(PlottSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE!OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is$2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone W" unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating'volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTIC OMMENCEMENT. FLORIDA JURAT(F.S�1117.03) OWNER OR AGENT CONTRA Su scr'bed andbyworg tto(ora�ffirrrw befpr�met s S cribbee and (or affirm befor me this W is a personally known to me or has/have produced V&25De�� gqeyyssonal mown to me or has/have produced NA/� as 11 AUq��� {V/A as identification. . Pdeli tVyvpblic Commission No. �* �•• sue , Commission No: 1�A tJ�4 � e Q•1�G6 245537 S Name of Notary,typed,printeFlu JaulftU °.., •oQ�� _ Name of Notary typed,printed or stampe¢�y'ayA�doe;�Qom` Vie * • �tb��� - - - i���g'�,-Aeuc U. _ /11111111111 INSTR#2019137301 OR BK 9955 PG 3443 Page 1 of 1 08/14/2019 09:58 AM Rcpt:2081163 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller Permit No. Parcel ID No a 4-D tV•,91•QQ3V'[ivQ0`(-}0,-,0 �'"'" NOTICE OF COMMENCEMENT state of�` Ori AA County of {-A C� THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes, the following Information Is provided In this Notice of Commen nL t, Description of Property: Parcel Identification o•o OC Q L.O+ V 1`A streetAdd.' -.?n5q VAiD ERA=MA LAI:,zie-LO. 10P Ze0MRtV 1M4t:1 3354a 2, Goneml t)escdption of Improvement:l:�AS 1•NA tAp y j 2)y Q Pr bUsLi-S1••ED yq',A rl "7 3. Owner Information or Lessee Information If the Lessee contracted for the improvement: Nt�C -FL I LL L„ Y 7 7 NIMAN)W.1.1 tA �" aACI. Sjbe W `x J�� (!.1 W � !Z till Address. R\w) City Sta�W 0 (D � u- � -- .•.J U interest in Property. t4Q»Q 'l —j Name 'N/of Fee Simple Titleholder A i <icL 0 0 _ J N � � (if diffe ntfromOwnerlistedabove) C"J p W )— LLILU LJJ Address Q' State 0 Q � Z fl 4, contractor,,: yy A�E'RN1l ha I OP2x'11eS OF �1t?n A.ZfJC >- tL I— Q < kQRG� 5� - 7 h ress e� vr �ILg O OCL U Add r� city State D �. } U LIE izz � 7 Contractors Telephone No.: �, • 1 rf• Z5,9') 25 1— d Uj 0 5. Surety: x OU U W Name t�— m 1< J Address City State L� LL � a Z 0 V Amount of Bond:S Telephone No.: 0 tIr O Li.. -r Q O & Lender. LL (j 0 of > Name 0 0.O Address City State W tl) Q J Lenders Telephone No,: 7, Persons within the State of Florida designated by the owner upon whom notices.or other documents may be served as provided by I F Q >- Section 713,13(1)(a)(7),Florida Statutes: Name,' A Address ^� City State Telephone Number of Designated Person: �� ^• 8, In addlllon to himself,the owner designates Of o • �® to receive a copy of the Llenoes Notice as provided In Section 713.13(1)(b),Florida Statutes. } �� Telephone Number of Person or Entity Designated by Owner. +e S. 0 npIUL g, Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be one year from the date of recording unless a different date is specified); ��i1 7rJr�1� � �• <fi WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ® x, Y qL;r ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713,13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE dog RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT t_ WfTH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. a Under penalty of pedury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best "• of my knowledge and belief. j STATE OF FLORIDA Ifi COUNTY OF PASCO Signature of Owner or Lessee,or Owners or Lessae's Authorized I Officer/Director/Partner/Manager }y. Signatory's Title/Office /� ` The fore_going instrument was acknowledged before me this JaM of A i}C, .20 9 by A t'Jl�� 35�)1 t t t,� as ,-Ornrn u 1 61Qi'nQQ&Y— (type of authority,e.g.,officer,trustee,attorney in fact)for a of whom i ant was executed). Personal) Known f-1 0��L y Tf•,,f3 Produced Identification � �� ` Type of Identification Produced ff it M "Its 1l wptlatalbcsfnoticecommancament pc053048 rrr++ Sun Site Plan Waterman Properties of Florida communities Majestic RV Lot Oaks LOT# 199 1/16" Scale 0 Shed o Home z Concrete RV Lot 5 ' 20 Street � 'GFI I I 0- OUTLET LIGHT -69 SWITCH ELECTRICAL LEGEND 1 HAZEL AVE 79 . 111AJEs ric CJ RESORT COG H/L . RACE TRACK L LOOP 2 storage .. ," loft 63 r s 43 �,6 s2 s Shuffleboard - swmmin 29 46 57, .1226 9 Pool 27. 28 7 Jzq 0 Bath Ho ►7. use & Shower z � z4d Tennis 14s.ass � Horses hoes y COG HILL Loop t1 AUGUSTA� � NAT1 Club House ONAL OR Bocce gall cyFRFss�� a ►tt' � Dempster 0 lNT LN Office VALaERAWA LN � � � Dag Park , Q Pickleball CHARtpTLN m WAW 1 " . . a.. w a CHANCEY RD . . /m��e ny �«mam�� ~ ^~~` ~� ^~ ur*n331dStreet Fax.u40naws5o1 . ` Orlando,pLauay /oterteku,m/uuxumg | � ' ' � January 15, 2O18 Mr.Thomas Campbell � Florida Department of Business and Professional Regulation Manufactured Building Program 194O North Monroe Street Suite9OA Tallahassee,Florida 32399-O772 0E: Plan Approval: Residential Lawn Storage Shed Manufacturer: Robin Builders,Inc.(Lyoms,GA) Agency Plan Number: ROBIN GA FBCR2017 Dear Mr. Campbell: Professional Service Industries Inc.,an Intertek company("Intertek-PSI"), part of Intertek'Building Science Solutions,in pursuant to the requirements of the Florida Department of Business and Professional Regulations, the above referenced documents have been reviewed for compliance with: 2017 Florida Building Code,6 thEdAtion 2014 NEC A signed and sealed set of plans are maintained on file in the Third-Party Agency office of PSI. All mandatory comments have been satisfied and plans are approved for construction by a modular building manufacturer that is currently approved by the Department of Business and Professional Regulations. If you have any questions or require my assistance in any way,please do not hesitate to contact me. Yours sincerely, Professional Service Industries, Inc. ��o � Ma��PE#�8� �� �'Richard Olds, Department Manager Modular Plans Examiner Building Science Solutions Building Science Solutions CC:Wayne Hartley—Robin Bui|ders' |nc. (Lyons,GA)—xvdhro6in@beUsouth.com m/mrrtexisa brand name representing the Intertek Group Pic legal entities,including but not limited to,Intertek Testing Services xm|nc.'Professional sermoamdustries,mc("/mTsnTcx'p5r),mzhiteuu,a|nstmgmc(^|mTsoTsx *Tr>'andrmrsrvun|nc.(^|wTcnTEn'oxr). 0 m www.ime�ek.com/buUdina 'AOBIN BUILDERS , INC -o LYONS, GEORGIA h N o c4 -U„ �ma 0.. NOSH w z on GENERAL NOTES wQ <Z > o 0ZQ� 1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 12.ALL WIRE SHALL BE#12 THHN SOLID COPPER WITH GROUND.WIRING a d 2017 FLORIDA BUILDING CODE 6th EDITION,2014 NAIONAL ELECTRIC CODE, PROTECTED PER 2014 NEC. FIXTURE LOCATIONS&TYPE MAY VARY. 2017 FLORIDA FIRE PREVENTION CODE AND ASCE 7-10 FOR 160 MPH WIND VELOCITY (3 SECOND GUST),EXPOSURE C FOR PARTIALLY ENCLOSED BUILDINGS. 13.ALUMINUM WINDOWS -TYPE,SIZE,QUANTITY AND LOCATION MAY VARY. MAXIMUM WINDOW SIZE 48"WIDE x 36"HIGH. > "0 2.ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND 14.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM, ALL OTHER APPLICABLE CODES. MESA ALUMINUM,4"LAP ALUMINUM,5/8"PT T-111 SIDING,VINYL SIDING WITH ENERGY BRACE BACKER FIBER CEMENT PANEL,POLYCARBONATE, 3.NOT BUILDING CLASSIFIED HABITATION. SHINGLE RESIDENTIAL LAWN STORAGE.50/125 PSF FLOOR LOAD, OR LP SMARTSIDE.ROOF COVERINGS INCLUDE 29 GAUGE GALVALUME STEEL, v y in n r SHINGLE ROOF OVER 1/2"PLYWOOD WITH 2 LAYERS OF 15 LB.FELT OR Z w o FELT. •' `r cv 4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. PERMATILE OVER 7/16 OSB AND 15 LB. r w w a 5.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER 15.USE 2-1/4"x.099"GALV RING SHANK NAILS FOR ALL CONNECTIONS BETWEEN y a N r o w SPACING SHALL NOT EXCEED LIMITS AS INDICATED. WOOD,ENGINEERED WOOD,AND FIBER CEMENT SIDINGS AND FRAME. c7 W> 0 6.ALL FLOOR SKID&JOIST LUMBER TO BE#2 SYP KD PT, 16.3/4"PLYWOOD FLOORING SURFACE NAILED WITH 3"x 0.120"GALV.NAIL SPACED o z N o•• z ALL WALL PLATES,STUDS&RAFTERS LUMBER TO BE#1 SYP RD 6"EDGE!10"OC FIELD.FLOORING ORIENTED PERPENDICULAR TO FLOOR JOISTS. -O o 7.ALL WOOD WITHIN 8"OF GRADE OR IN CONTACT WITH MASONRY SHALL BE VNi-v Z r PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA U1 AND 17.FOUNDATION FOOTING AND ANCHORING OF UNIT WILL BE THE OWNER'S 'r y FASTENED WITH GALVANIZED FASTENERS. RESPONSIBILITY TO CHECK WITH LOCAL CODE AUTHORITY TO VERIFY SPECIFIC o y p- REQUIREMENTS AFFECTING THE INSTALLATION,SETUP AND UTILITY Z U-Y 8.TRUSS DESIGNED TO SUPPORT D.L.+L.L.=35 PSF. CONNECTIONS TO THIS BUILDING.THE PURCHASER ASSUMES ALL o0 o¢a RESPONSIBILITY FOR COMPLIANCE WITH LOCAL,COUNTY OR MUNICIPAL CODE 9.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B-209, REQUIREMENTS FOR THIS STRUCTURE. mtndek 32,000 MINIMUM YIELD STRENGTH. 1 B.ROOF DRAINAGE PER 1503.4&R903.4 10.USE#8 X 3/4"TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN iL: ovm ALUMINUM LAP SIDING AND FRAME.USE#8 X 3/4"WITH 1/2"NEOPRENE-BACKED WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. STRUCTURAL LOAD LIMITATIONS SPACING AS FOLLOWS: ROOF/SIDING-PERIPHERAL MEMBERS 5"OCR0BIN BUILDERS INC. ROOF/SIDING-INTERIOR MEMBERS 10"OC O D Z O , FLOOR LIVE LOAD: rccvss°rv°° 552 S. STATE SY. SIDING- 12"OC BOTTOM PERIMETER. .� osysrnv<s,smirs LYONS, GA 30436 y©p—" A. 50/125 PSF uuc<c°una°rs 912-526-3266 Q(—` ROOF LIVE LOAD: °vvrtm.°xmv acv vc,.e n u",ve 11.DOOR SHALL BE 1"X 1"STEEL TUBE WELDED FRAME WITH AN A nvt carns.v,ve v°:°:x PANEL INSERT WITH STRUCTURAL LINER AND PIANO HINGE.DOD A. 30 PSF succcwmms ATTACHED TO VERTICAL DOOR JAMB§RSOORS INCLUD ROOF SNOW LOAD:DOUBLE ALUMINUM DOORS,GARAGEPREHUNG ST B3U S:7 NOT APPLICABLE RUFFY SIZE,QUANTITY AND LOCATION MAY ..D� NOT SUBJECT (t�FiTr— eys•:.••••.. sirAND WIDTH REQUIREMENT IF BUILDI «71I$F PER FBC 1010. }.r 0 WIND LOAD: cEN -c' BARN,LORI IAN, GAMBREL Z A. ULTIMATE 160 MPH; NOMINAL 124 MPH ;" p v BARN, GREENHOUSE m Om Ill^- = B. RISK CATEGORY 1 No.5&139 w' CLASSIC, PORCH . 0 0 5 C. B WIND EXPOSURE CATEGORY _ * - MODEL, STEEL r D. GCpi = +--.55 INTERNAL PRESSURE =�ti Q/1 018 fg: m0 1n 5 C C) -C) STATE OF :mod j FBC 2017 ° :0r�(t .LORP•:>G���� "12-20-17 1 of 8 mm ®.'� 1115,N ��r NONE 177 +� K PSI APPROVAL 2018-01-15 // r w z a FLOOR DETAILS .mi w cmn W N --O t N VARIES TO 50' O" �0 PT 2X4(6)FLOOR JOISTS 16"OC 5/8"X 24"6"HELIX(OR EQUAL)ANCHOR FOR SOIL EI DOUBLE PT 2x6 SKIDS PT 2X4(6)RAIL MODEL MRA(#24DACI)OR EQUAL FOR ROCK N N 4 SKIDS REQUIRED FOR (3)3"X.120 NAILS .035 GALV.STRAP OR CABLE OF 4750#CAPACITY v FLOOR WIDTH OF 13'6" CO W .. /{ FOUNDATION ANCHORING TIE DOWN SYSTEM 3 0 A TO BE SITE DESIGNED AND LOCALLY r J l PERMITTED o Z o0 J ro-a'� =Z > 30 1goEL B 13, 6" MAX ` ,���{.!9„ 'd VOEN3F'••,�i, / Do • No.63439 >N m . �� ti rpC4 >- �j STATE OF 6(/: Q 0 M F— �/ •FCORIDP.•'•��� N Di Q W O /J ~ OZN E`C3 ow o 0 Z l-Z W CN Jb UU03 6'&8'WIDE UNITS (6)3"X.120 NAILS PER CONNECTIONS n 0 Z w PT 2X4 FLOOR JOISTS 16"OC 10' 11'6'and 13'6"WIDE UNITS pp CL 'a Pt 2X6 FLOOR JOISTS 16"OC TYPICAL FLOOR FRAMING 2"(OR 4")X 8"X 16"SOLID CONCRETE BLOCKS `� Z 0 o l- AND TIE DOWN ANCHORS SPACED 2'FROM 0 0 J J N.T.S. EACH END,THEN MAX.8'CENTERS. 0 0 a intertek 3/4"PLYWOOD PT FLOOR JOISTS AT 24"OC WILL SUPPORT 50 PSF LIVE&DEAD LOAD 2X4(6)PT FLOOR JOIST FLOOR LOADING. ROBIN BUILDERS, IN PlanFn4emwer:amnaraOld, 2X4(61 PT HEADER BETWEEN UNIT WIDTH 6' 8' 10' I' 6" 13'6° 552 S. STATE ST. Iccus1o764p Kb LYONS, GA 30436 R45MP-45,SMI-76 S IDS 3"x.120 NAILS 6"OC ESUccc 6U07416 / — FLOOR JOIST 2X4 2X4 2X6 2X6 2X6 Department Manager:VictorL martin,PE 20 GA.GALV.ANGLE PLATE 912-526-3266 FL PE p81379,L PE 041017 8-3"X.120 NAILS PER PLAT #OF SKIDS 2 2 2 2 4 UUCCCOU02436 O O O O ��,... °A" 16" 18" IB° 24.5" IS" 2X4 PT HEADER BETWEEN SKIDS-3"x.120 NAILS 6"OC a o DOUBLE PT 2X6 SKIDS "B" 40" 60" 84' 84" 40" FLOOR DETAILS SIMPSON H4 OR EQUAL ON SIZE 10 X 16 OR LESS SIMPSON H10-2 OR EQUAL NOTE:DOUBLE 2X6 SKIDS DADOED 1.25"DEEP TO RECEIVE BE USED 30 FLOOR AS LOAD NSION 6R IS DIIVIDEDOEQULL JOISTS 42N ON SIZE10x18 OR LARGER FLOOR JOISTS.(6)3"X.120 NAILS AT EACH WITH A CENTER SKID AND AN EXTRA SKID IS PLACED UNDER EACH CONNECTION. OUTSIDE WALL. BC 2017 — FLOOR DETAILOA ;2-2D 2 of 6 O N.T.S. NNE PSI APPROVAL 2018-01-15 FRAMING FOR AMERICANA,CLASSIC,RUFFY 20 GA.2.5"X 4"MITEK CONNECTOR PLATES HEADER DETAIL,MAX SPANS&FASTENING EMBEDDED BY HYDRAULIC PRESS HEADERS 1-2x4 2-2X4 2-2X6 EACH SIDE OF JOINT WITH 1/2" WITH 1/2" 12 20 GA.3"X 6"CONNECTOR PLATES o to n PLYWOOD PLYWOOD 3 AT THIS CONNECTION ON 14'WIDE N ® ® ® UNITS ONLY oN oI u7 O 1OR OPTIONAL EAVE 3"MAX--T' E1 DOUBLE 2X4 SYP#1 KID STUDS&DOUBLE cN ® 2X4 SYP#1 KD RAFTERS AT EACH END -13 STITCHED W/3"X.120 NAILS 12"OC MAX SPANS 22.5" 64" 95" 2X4 SYP#1 KID WALL STUD WITH 3 FASTENING 3-.130"x 3" 6-.130"x 3" 8-.130"x 3" 12"2X3 BLOCK 2X4 SYP#1 KIDJACK STUD F 0 ., NAIL EA END NAIL EA END NAIL EA END AT DOOR OPENINGS w _1 Oo SILL SPAN&FASTENING Z 1X4 SYP#2 KID BELTLINE,DADO INTO STUD SILLS 1-2x4 CONTINUOUS AROUND PERIMETER Z > 1 1/2"X 12"26 GA.GALV.STEEL PLATE 3 0 (2)3"x.120 NAILS PER CONNECTION Z 0(If� (8)1.25"X.105"NAILS(TYP.) 2X4 SYP#1 KID BOTTOM PLATE 25 a ® TOP&BOTTOM OF EACH STUD 3"x.120"NAILS 8"SPACING a DOUBLE PT 2X6 SKIDS m Ln O TYPE AND LOCATION OF DOORS > MAX SPANS 48„ 13' 6" MAX. AND WINDOWS TO VARY NOTE FOUR SKIDS UNDER 1316"WIDE FLOORS ONLY FASTENING i n NAIL EA EN TYPICAL DOOR FRAMING: w sot i= END WALL FRAMING MAXIMUM DOOR SIZE- ti a Q M 6t: N.T.S. 108"W X 80"H Di N E" I a o 0 N >- 12 12 O ,Otn - > 1X4 SYP#2 PURLIN SURFACE NAILED 3 �— 20 GA.2.5"X 4"MITEK CONNECTOR PLATES intMek N 0 V, z Z , t`o EMBEDDED BY HYDRAULIC PRESS S y 0 z WITH(3)7116"X2"16 GAUGE EACH SIDE OF JOINT C4>i� j Z 3:STAPLES PER CONNECTION '^In tr Q (ALT)20 GAUGE STEEL HAT CHANNEL En 3 W/(2)2-1/4"XO.131 HT NAIL PER CONN. (3)3"X.120 NAILS L)o<� PER CONNECTION 2X4 BOTTOM CHORDS ON 10'.11'6" DELETE OH ON AMERICANA Pram aemewer:nt na.d Olds&13'6"WIDE UNITS ONLY ICCUS107840 AND RUFFY MODELS OPTIONAL EAVE 3"MAX—13" FLdSMP-4S,5Ml•76 2X4 SYP#1 KID STUDS&RAFTERS 24"MAX SPACING BUCCC P602426 DIpan—t Manager.victor C Mania,PE FL PE u02379,IA PE 942037 SIDING:SEE NOTE#14 UU=UU02436 90" MAX. ROBIN BUILDERS, INC. 552 S. STATE ST. YDNS. S, GA. 30436 1X4 SYP#2 KID CONTINUOUS BELTLINE,DADO INTO STUD 912 526-3266 (2)3"x.120 NAILS PER CONNECTION STUDS TOE-NAILED TO BOTTOM PLATE,(4)3"x.130"NAILS(TYP.) �1�111 I Iii / 2X4 SYP#1 KID BOTTOM PLATE,3"x.120 NAILS 8"OC � ;� 4;��.•••'•••.V�y��/i RUFFY, CLASSIC, ' VOENB�c'••,� �� AND AMERICANA DOUBLE PT 2X6 SKIDS No.63439 '_ FRAMING DETAILS 1 E X S U T GALV.STEEL PLATE 4 SKIDS ON 13'6"WIDE _ 1 AT EACH STUD TO FLOOR CONNECTION (8)1.25"X.105"NAILS(TYP.) 13' 6" MAX. ' '• qf= "F8C 2017 — �� •. STATE OF '.� t, .!20RIDP,.• \� —12-20-17 3 of 8 CROSS SECTION DETAIL ! µtl�,,�1f "' NONEo N.T.S. PSI APPROVAL 2018-01-15 FRAMING FOR FLORIDIAN NOTE:GABLE ORIENTATION IS SYMBOLIC 0 0 U)r- SINCE GABLE CAN BE IN EITHER eq Cntertxek [DIRECTION. C) I 12 2.5 F_ ROOFING:SEE NOTE#14 1 112"X 18"26 GA.GALV,STEEL N STRAP AT TOP OF EACH STUD ON GABLES-ATTACH TO TOP OF RAFTER &OVER RIM&TOP PLATE TO STUD Plans Reviewer:Richard Olds 0 (8)125"X.105"NAILS(TYP.) 2x4#1 SYP VERTICAL RIM r _i ICC 95107840 OVER 20#1 SYP TOP PLATE X W FL#SMP-45,SM-76 3"x.105"NAILS 6"SPACING < LSVCCC OU02426 OUBLE 2X4 Depart—,Manage,;Vic.,C.Martin,PE SIDING:SEE NOTE#14 z: FL PE#82379,LA PE 942017 r SUCCC UU02436 X4#1 SYPKD STUDS t IX4 SYPKD PURLIN 0._j CL TX4 PURLIN 1 1/2"X 12"26 GA.GALV.STEEL PLATE 3"x 0.120 < AT BOTTOM OF EACH STUD ULS PER (8) 1.25"x,105"NAILS(TYP.) CONNECTION Im -m v) 0 2X4(6)FLOOR JOIST DOUBLE PT 2 K6 SKIDS 42x4 SYP#1 BOTTOM PLATE > to MAX. 13' 6" TYPICAL DOOR FRAMING MAXIMUM DOOR SIZE I 10"W X 79"H r� cnl END WALL FRAMING <0ro (�ju ____-\ "i I , Cr 0 2X4 SYP#1 TOP RIM RAFTER 3 3"x,120"NAILS AT EACH In lo EL 0 L-jj STUD TO PLATE CONNECTION N.T.S. a: - >-- q> FASTEN W/3"x.120 NAIL 8"OC --1 112"x 16"26 G STEEL STRAP q I__ U) OVER 2A SYP#1 TOP PLATE CON TOP OF STUD&RAFTER CINNECTION z 0 z 0 (8)1,25-X.105-NAILS(TYP.) ROOFING:SEE NOTE#14 iq too 0 2X4#1 SYP STUDS C14>- ,Cn U L) 24"MAX SPACING in M C, 0 L)_i j�-_�®RR 0 0<:D IX4 PURLIN RAFTERS 2X4 SYP#1 ON 24"CENTERS BEARING 2X4#1 SYP BOTTOM PLATE NOTE: OPTIONAL 3"NON-STRUCTURAL DIRECTLY OVER GABLE WALL STUDS EAVE USE SINGLE 2X4 RAFTER FOR SPAN MAX. TI. 1 1/2"x 12"26G GALV STRAPS-"" ATTACH TO GABLE RIM W/4-3"x.120"NAILS EA END USE DOUBLE 2X4 SYP#1 IN"T"PROFILE MAX SPAN 135" SOT.EA,STUD TO RIM JOIST DOUBLE STUDS AT CORNERS STITCH W/3'x.120"NAIL ON 8"CENTERS FASTEN W/8-1114"x.105"NAILS 3"x.120"NAILS ON 8"SPACING ATTACH TO GABLE RIM W/6-3"x.120"NAILS EA END ROBIN BUILDERS INC SIDE WALL FRAMING 552 S. STATE St. 2X4#1 SYP STUDS LYONS,GA 30436 N.T.S. 24"O.C, 912-526-3266 2.3"x.120"NAILS EA END 2X4#1 SYP TOP a --- 1X4 PURLIN DADOED BOTTOM PLATES CONT. NX �'"', INTO STUDS E —FLOORING:SEE NOTE#16 FLORIDIAN 0, 14 FRAMING DETAILS 1 SIDING:SEE NOTE t No.53439 = 1 1/2"x 12"26 G STEEL STRAP TOP&BOTTOM OF EACH STUD 2/'q 018.;I fc z- 2X4(6)FLOOR JOIST 8C 2017 0% STATEOF 0 'W E'12-20-17 4 EOF 8 ORID C'n. TYPICAL CROSS SECTION SCALE: 1/4" = V NOTED PSI APPROVAL 2018-01-15 tntertek GAMBREL BARN FRAMING DETAILS 1X4 SYP#2 PURLIN SURFACE NAILED WITH (3)7/16"X 2"STAPLES PER CONNECTION (ALT)20 GAUGE STEEL HAT CHANNEL (3)3"X.120 NAILS AT STUD 12 W/(2)2-1/4X0.131 HT NAIL PER CONN. TO TRUSS CONNECTION 3.5 E� O 0 u)N 20OA 2.5"X4 MITEK CONNECTOR PLATES w cv o 12 EACH SIDE OF JOINT Pia"a Reviewer:RINaM DAds 16 7 N ICCO1spas, DOUBLE 2X4 STUDS&RAFTERS it aSMPd5,9M1 t6 HEADER FOR DOOR OPENINGS ONLY AT ENDWALLS ONLY o N LSUCCC 000)436 STITCH TOGETHER WITH N Department Manager.unar E.Marts,PE Et PE 582379,to PE A2Dlt 3"x.120"NAILS 8"SPACING' c V usucccnu0:ms SIMPSON H2 OR EQUAL 3�0 EACH RAFTER TO STUD 0 SILL SPAN&FASTENING CONNECTION WItS 0.120"x 1-1/2" DOUBLE 2X4 z J w NAILS PER ANCHORLA SILLS 1-2x4 oo a 2x4#1 SYP STUDS 24"OC MIN z 0J .Z .> 1 1/2"X 12"26 GA.GALV.STEEL PLATE 1X4 PURLIN Z of a AT TOP&BOTTOM OF EACH STUD 1X4 PURLIN 2-3"x.120 NAILS a PER CONNECTION 4 WITH(8)1.25"X.105"NAILS(TYP. (3)3"X.120"TOENAILS AT STUD EFAENIN 48" TO PLATE CONNECTION m O 3-,130"x3" NAIL EA EN 2X4#1 SYP BOTTOM DOUBLE PT 2X6 SKIDS &TOP PLATE HEADER DETAIL MAX SPANS&FASTENING NOTE FOUR SKIDS UNDER 136"WIDE FLOORS ONLY MAXIMUM DOOR SIZE- ~ HEADERS TYPICAL DOOR FRAMING: v 6" MAX.- ti v t° 1.2x4 2-2X4 2-2X6 1D6"WxaD"H WITHPLYWOOD Y PLYWOOD END WALL FRAMING NQto >- Ow ® ® ® 0� ~ 0 N.T.S. Q �-- - OR 12 �o or03 1-4X4 20 GA.2.5"X4"MITEK CONNECTOR PLATES N o o' o0 (- �. OR EQUAL EA SIDE OF CONNECTION 2 N J < H An i CFn NmQ MAX SPANS 22.5" 64" 95" 12 i ` V4 oU-j 2X4#1 SYP BOTTOM CHORDS ON oO" FASTENING 3-.130"x3" 6-.130"x3" 8-.130"x 3" 16(� 10'WIDE&116"WIDE ONLY NAIL EA END NAIL EA END NAIL EA END r 0 _` DOUBLE TOP PLATE CONT.2x6 OVER 2x4 w SIMPSON H2 OR EQUAL = " pa"'""nm°° J°o'° EACH RAFTER TO STUD XX CONNECTION W/848 x 1.25" 6 2X4#1 SYP STUDS&RAFTERS SCREWS PER ANCHOR MIN SPACING 24" ROBIN BUILDERS INC. 552 S. STATE S . __� Ls12�S'5263-z66 6 SIDING:SEE NOTE#14 0 1X4 PURLIN )rrrrrr 1 1/2"X 12"26 GA.GALV.STEEL PLATE w PER CONNECTION sF� WITH(8)1.EACH D25"X. GAMBREL BARN 105 NAILS(TYP.) 2X4#1 SYP BOTTOM PLATE FRAMING DETAILS , No.53439 11'•I1 a M= DOUBLE PT 2X6 SKIDS / 9/20 �'• NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS ONLY I "F BC 2017 STATE OF l.. --1I 13' 6" MAX. ,'' �.'�COR.... •� '12-20-17 5 O₹ 8 CROSS SECTION DETAIL 1N0NE PSI APPROVAL 2018-01-15 N.T.S. FRAMING FOR STEEL FRAME ROOF PANEL ATTACH TO ENDWALLS HEADER DETAIL,MAX SPANS&FASTENING SIDEWALLS&ALONG RIDGE WITH HEADERS 1-2x4 2-2X4 2-2X4 ROOF PITCH VARIES #10 x 3/4"SCREWS AT 8"SPACING /7.25"HIGF TO MAX 3.5/12 12 18 GAUGE o o to n STEEL PLAT max.3.5r— NOTE:GABLE ORIENTATION IS SYMBOLIC w o TWO SIDES SINCE GABLE CAN BE IN EITHER t c-4 DIRECTION. too l 0 n LJ � OPTIONAL EAVE 3"MAX—I3" _ NI O N J N MAX SPANS 22.5" 64" 95" a u •• DOUBLE STUDS AT DOOR OPENINGS 3 FASTENING 2-#10 x 3/4" 4-#10 x a 3/4" 10410"x 3/4' STEEL STUD r o SCREWS SCREWS SCREWS DIAGONAL WINDBRACES x w EACH END EACH END EACH END FOUR PER CORNER w < SILL SPAN&FASTENING O� SILLS 1-2x4 20 GAUGE STEEL BELTLINE a o t`a BOTTOM TRACK ATTACH CONTINUOUS AROUND PERIMETER o-z 3 0 U TO FLOOR W/1/4"x 2 1/2"WASHER (3)3"x.120 NAILS PER CONNECTION w z o d HEAD LAG BOLTS @ 2'CENTERS$ Ztj 18 GAUGE STEEL STUD PLATE a a MAX SPANS 48" DOUBLE BOLTS EACH CORNER &EACH EDGE OF DOOR OPENING FASTENING 2-#10 x 3/4" SCREWS DOUBLE PT 2X6 SKIDS to in o EACH END 13' 6" MAX. TYPE AND LOCATION OF DOORS > O NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS ONLY AND WINDOWS TO VARYTYPICAL DOOR r N END WALL FRAM I N G MAXIMUMDOORSZEI- Z wM N.T.S. 108"W X 79"H �i N EL i 0 0 K aN r o� vltertek A 0 0 ~ L,o BOTTOM CORD EACH RIB CONTINUOUS BELTLINE& o=L i o.,-? TOP&BOTTOM PLATES o r 3 ATTACH TO RAFTERS WITH THROUGH ROOF PANEL LN> u z w 4-#10 x 3/4"SCREWS EA END ,n Q F- RAFTERS AT 24"MAX � EA o o (2)#10 x 3/4"SCREWS PER CONNECTION Z u_r OVERT WALL STUADS BETWEEN STUDS AND PLATES o o a D Plans Reviewer:Richard Olds OPTIONAL EAVE 3"MAX--IT' IEC#5107840 FL#SMP45,5MI-76 20 G STEEL STUDS&RAFTERS 24"MAX SPACING LSUCCCPUD2416 Department Manager:Victor C.Martin,PE / FL PE 982379,LA PE 042017 SIDING:SEE NOTE#14 J - I LSUCCC#U02436 90" MAX. I 3t„ �Base Rail or Top Rail ROBIN BUILDERS INC. � 552 S. STATE SY. �YDN)5, GA. 30436 CONTINUOUS BELTLINE� 912 526-3256 T #10 x 3/4" cake 1 head screwWperconn. BOTTOM TRACK CONT.FASTEN 8„ W/1/4"x 2 1/2"WASHER HEAD 20 GAUGE STEEL la \``1LLitlllri/7' LAG SCREW @ EA STUD BOTTOM TRACK CONT. J— Swaged dimple lh�wi c��jS�F'JCEN...•• .��j7��i ^~� .118"dia.w' �� STEEL FRAMING ` DETAILS No.53' •: DOUBLE PT 2X6 SKIDS 6" MAX.— - 1j1E12018;'tr NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS ONLY :�®'•.• sTAiEOF "TBC 2017 u�'.�YORIDP..'C% -z 12-20-17 6 of 8 CROSS SECTION DETAIL STEEL STUD DETAIL rGn�n2 � N.T.S. N LlL ��� NONE PSI APPROVAL 2018-01-15 N.T.S. TRUSS SCHEDULE: OUBLE 2x4 SYP 1 TRUSS RAFTER AT ENDWALIS FRAMING FOR PORCH MODELS � Irr�rr'''' &STITCH TOGETHER W/3"x 0.120'NAILS 8"OC }CNS � pr�; 1 �•�% DOUBLE TRUSS 20 GA.2.5"X 4"TRUSS PLATES Z '•,k° AT ENDWALLS FIELD TRUSSES 24"OC EACH SIDE OF TRUSS No.63439 N NOTE:GABLE ORIENTATION IS SYMBOLIC =T7 f 'T SINCE GABLE CAN BE IN EITHER = - o DIRECTION. c� c -� 1/12 2 098: - KINGPOST ON TRUSSES>99" e1'•. STATE OF D N SINGLE TRUSS OVER WALLS 2'5 i�(l''•. ORIDP.•'' o DOUBLE TRUSS PT OVER PORCH 1 112"X 12"26 GA.GALV.STEEL PLATE <0 ,, (8).105"x 1.25"NAILS 111 3m< LI T 20 G GALV STEEL HAT CHANNEL ROOFING:SEE NOT #14 X w 0 W/(2)2-1/4"x 0.131"HT NAILS PER CONN. 2X4#1 SYPKD STUDS 2-3'x.120"NAILS ca 0 0 OU ET / OUBLE 2X4 EACH END Z SIDING:SEE NOTE#14-_.-/ 4z .> wZQ� 1X4 PURLIN 1X4 SYPKD PURLIN 1 1/2"X 12"26 GA,GALV.STEEL PLATE ((2 3"x 0.120 TOP&BOTTOM OF EACH STUD N�ILS PER ROOF FRAMING (8) 1.25"x.105"NAILS(TYP.) CONNECTION m� "C N.T.S. 2X4(6)FLOOR JOIST ° DOUBLE PT 2X6 SKIDS 13 6" MAX. TYPICAL DOOR FRAMING 20 G GALV STEEL HAT CHANNELMA--� W/(2)2-1/4">0.131"HT NAILS PER CONN. - DOUBLE PT TRUSS 11QXWUX 79 000R SIZE y o 2-3"x.120'GALV NAILS NOTE FOUR SKIDS UNDER 136"WIDE FLOORS ONLY 2 w m 1 1/2"x 16"26 G STEEL STRAP-..` /'"�• AT 8"SPACING TOP OF STUD&TAIL END OF TRUSS (8)1.25"X.105°NAILS(TYP.) END WALL FRAMING q ao 3"x12"18 G GALV.PLATES ON 2 X 4 PT NAIL TO UNDERSIDE : ' ' N.T.S. 2 OUTSIDE SURFACES OF 4x4 POSTS OF TRUSSES 2-3"x.120"GALV V)0 3 10.3x0.120"GALV NAILS EA PLATE NAILS ON 6"SPACING ° ROOFING:SEE NOTE#14 c� �-•• Z)Z w 20 G GALV STEEL HAT CHANNEL "ZLI) < _ iccassa>wo nsmv+ssmFra Wt{2}2-1/A"x 0.131"HT NAILS PER CONN. n sSUCnmv�mb O Z0 PORCH DETAILS cm,m°os 1 112"x 16"26 G STEEL STRAP o 0 J: r.oe,ms�s,uve wson 0 0040:2 u—COM- TOP OF STUD&TAIL END OF TRUSS (8)1.25"X.105"NAILS(TYP.) _ N.T.S. DOUBLE 2x4 SYP PT TOP RIM JOIST 1 1/2'x16"26 G STEEL STRAP OVER 2x4 SYP PT TOP PLATE CONT, OPTIONAL 3" 2x4 SYP#1 TOP TOP OF STUD&TAIL END OF TRUSS FASTEN W1 2-3"x.120 NAILS EACH 8" NON-STRUCTURAL SAVE RIM JOIST CONT. (8)1.25"X.105"NAILS(TYP.) DOUBLE 2x4 111 SY �.a°�».. 0444CORNER STUDS 4X4 PT HEADER SUPPORTED BY 2x4 PT JACK STUDS 2x4 SYP PT TOP --�•-- PLATE CONT. OPEN PORCH AREA ROBIN BUILDERS INC. 2X4#1 SYP STUDS MAX 6'SPAN WALL TO CORNER POST 2X4#1 SYP STUDS 552 S. STATE St. 24"CENTERS 4x4 PT POSTS AT EACH 24"MAX SPACING LYONS.GA 30&36 2-3"x.120°NAIL EA ENO OUTSIDE CORNER 2x4#1 SYP BOTTOM 912-526-32b6 TYPICAL WIN,FRAMING OF PORCH PLATE-INTERIOR 2X4 PT RAILINGS 1X4 PURLIN DADOEO WALL ONLY MAX 6"OPENING INTO STUDS [1RCH 1X4 PURLINNOTOE#1N6.SEE MODEL SIDING:SEE NOFMING DETAILS 2X4#1 SYP BOTTOM PLATE _ 1 1/2"x 12"26 G STEEL STRAP'S 3"x.120"NAIL 8"SPACING BOT,OF EACH STUD TO RIM JOIST 1 1/2"x 12"26G GALV STRAPS (8)1.25"X.105"NAILS(TYP.) BOT OF EA STUD TO RIM JOIST 5/4 x 6 PT FLOOR DECKING 3"x12"18 G GALV.PLATES 2X4(6) FASTEN W/8-1 114"x.105"NAILS ON PORCH ONLY ON 2 OUTSIDE SURFACES OF ( )FLOOR JOIST �"F`BC 2017 TOP&BOTTOM OF 4x4 PTCORNER CROSS SECTION :70F B POSTS-10-3"x0.12p"GALV NAILS EA PLATE SIDE WALL FRAMING SCALE: 1/4" = ( . NOTE PSI APPROVAL 2018-01-15 PLYWOOD FLOORING 2x4 BASEPLATE FLOOR JO1ST 2x4(6) PT RIM JOIST FLOOR JOIST GENERAL NOTES 2'x2'x1/8' ZINC PLATED WASHER 4 N r- 3/4' PLYWOOD FLOORING c! i/2'X4' GALV LAG BOLT t BUILDING ANCHORS INT❑ EARTH SHALL BE z -' 2x4 BASEPLATE MOBILE HOME TYPE 1/2' SINGLE HELIX EYE o ANCHOR ATTACHED TO BUILDING ANCHORS BY HOME PRIDE OR EQUAL WITH n N WITH 1/2'x4' GALV LAG BOLT 2x4<6) PT RIM JOIST MINIMUM EMBEDMENT OF 24° AND w N THROUGH WASHER, THEN EYE OF AVERAGE HOLDING POWER OF 4,000# ANCHOR, THEN RIM JOIST & 2. BUILDING ANCHORS INTO CONCRETE 1/2' INTO END OF FLOOR JOIST WEDGE ANCHORS WITH MIN 3' EMBEDMENT a 2'x2'xl/B' ZINC- GRADE O PLATED WASHER 3. ANCHORING SYSTEM TO GROUND PER LOCAL a v BUILDING CODE, LOCATE ANCHORS PER 0 1/2'X4' GALV LAG BOLT SPACING REQUIREMENTS SHOWN WITHIN x w 4. ANCHORING SYSTEM TO CONCRETE SLAB PER ' o a PIER SPACING LOCAL BUILDING CODE. LOCATE ANCHORS PER u 0 REQUIREMENTS SAME SPACING REQUIREMENTS SHOWN WITHIN z A5 ANCHOR SPACING a 1/2' EYE AUGER ANCHOR WITH ANCHOR ATTACHED TO BUILDING S. END PAD SPACING IS END OF BUILDING TO c z > REQUIREMENTS M 4' SINGLE HELIX & MIN. WITH 1/2'x4' GALV LAG BOLT CENTER OF END PAD x3 EMBEDMENT OF 24'. LOCATE THROUGH WASHER, THEN EYE OF 6. PAD SPACING OTHER THAN END PADS IS w z o a v ANCHORS ONLY ALONG LONG ANCHOR, THEN RIM JOIST & or L SIDE OF BUILDING. END ANCHORS CENTER 70 CENTER � a d INTO END OF FLOOR JOIST 7. (CEMENTCONCRETE BLOCK WITHIN 2' OF EACH END, THEN BASE OF EACH PAD TQ HE 8°x1 SOLID SAND M 8' MAX ANCHOR SPACING. GRADE 8. HOLLOW OR SOLID CONCRETE BLOCKS MAY BE DRY-STACKED ON PADS FOR HIGH SETS m UP TO 48' WITHOUT REINFORCING > ' SHED WITH ATTACHED SKIDS 1/2' EYE AUGER ANCHOR WITH 9. ANCHOR SPACING IS BASED ON ASCE 7-10 ¢ E 4' SINGLE HELIX & MIN. at END VIEW RISK CATEGORY 1 BUILDING EXPOSURE B EMBEDMENT ❑F 24'. LOCATE U to O o z ANCHORS ONLY ALONG LONG 160 M.P.H. C3 SEC GUST? EXPOSURE C ciM F- E SIDE OF BUILDING, END ANCHORS 2017 FLORIDA BUILDING CODE 6th EDITION W o c`Ov (A SCALE1 N.T.S. c WITHIN 2' OF EACH END, THEN 10. MAXIMUM INTERIOR SIDEWALL HEIGHT OF o n, 8 MAX ANCHOR SPACING. BUILDING IS 8'0' INSIDE WALL HEIGHT W NON o 11. MAXIMUM WIDTH OF FLOOR IS 13'10' WIDE vi 12. MAXIMUM LENGTH OF FLOOR IS 50' LONG y 13, PIER SPACING REQUIREMENTS SAME AS S tyo z '�5' AUGER ANCHOR SPACING REQUIREMENTS u) o ,• N ANCHOR ATTACHMENT DETAIL vltertek. o Fz SCALE- N.T,S. a ,n o 00 0 z u) z FOUNDATION ANCHORING TIE DOWN SYSTEM 0)o a c 3 2x4 BASEPL (1) 1/2' ZINC PLATED NUT TO BE SITE DESIGNED AND LOCALLY 3/4' PLYWgq <S> 2'x2'xl/8' ZINC PLATED WASHER PERMITTED 26 GAUGE G-90 GALV 2x4C6) PT RIM JOIST 1/2' WEDGE ANCHOR WITH STEEL 1.5°W x 18'L Plans Reviewer:Richard Olds 3' MIN EMBEDMENT INTO U-SHAPED BRACKET ICC4510784D 1/2' x 12' EYEBOLT SOLID CONCRETE SLAB ATTACHED TO EACH FL45MP.45,SMia6 THROUGH 2x4 WALLPLATE STUD O. FASTENED Wf De a meat Mt6 ROSIN BUILDERS INC. EYE BOLT ATTACHED TO ANCHOR WITH (34)- 0.089 x 1.25' oepanmani Manager:victor e.Martto,pE & 2x4 PT BOTTOM PLATE, 552.5. STATE SY. C1) 1/2'x2' ZP BOLT, (2) 2'x2'xl/8° SPACING OF ANCHORS Tq RING SHANK GALV NAILS FL PE YO S, GA. 30436 ZP WASHER, (S) 1/2' ZP NUT BE MAX 3' ALONG ALL lSUCCC OU02436 R 2� 526-3266 ...;,�. A-24 SIMPSON <or EQUAL) FOUR WALLS WITH 1 2x4 BASEPLATE MIN 4' w4'...:'�yt:ii,1`<!a'l•c`:E 870# UPLIFT WITH 1/2' WEDGE ANCHOR WITHIN 1` OF tttnti,,7ry� �-- `''r`'"•''` ANCHOR MIN 3' EMBEDMENT. EACH CORNER. 2'x4' P.T, BASE t. 'd;FB /'��� LOCATE ANCHORS ONLY ALONG CONCRETE SLAB BY ��� `°r '•••x✓ ��i .... CONCRETE SLAB BY LONG SIDE OF BUILDING, END OTHERS LOCAL CODE � •• V6EN8�c•.,� OTHERS LOCAL CODE ANCHORS WITHIN 2' OF EACH MIN 4' AND JURISDICTION •=� �� AND JURISDICTION END, THEN 3' MAX SPACING L TIE DOWN DETAILS APPLY APPLY 77; No.53439 21 SHED WITH ATTACHED SKIDS SHED WITHOUT FLOOR w� STAMP 0"',��'•. srAMATeoF "'71E DOWN ANCHORED TO CONCRETE ANCHORED TO CONCRETE ,; ''� '............ 2/20/17 f,�� END VIEW END VIEW �'y�-� ,,, ``�� ?AS NO a or a NOTED SCALE: N.T.S. C� PSI APPROVAL 201$-01-95 SCALE N.T.S. Sheds and Carports Plan Review Comments 1) All property markers shall be fully exposed at time of inspection. (RED TAG IF NOT MARKED) 2) All sheds shall be installed and anchored per manufactures specifications. (RED TAG IF NOT ANCHORED.PER,PLAN) 3) All set-backs shall be met. 4) Shall not be installed in easements. 5) Shall be set in the.rear or side yards: 6) Only 2 accessory buildings per parcel. 7) Sheds shall not be rented or inhabited. 8) {Must meet and follow all conditions of ordinance 780=01 9) -No-accessory building shall be.la.rger than 300 sq ft without site=plan approval 10) Not to exceed 16' in height at peak. 11) No other work shall be permitted (framing, plumbing, electrical and mechanical) unless otherwise specifed.. 12) Accessory bulldings in residential zones that.exceed 150 sq ft shall be constructed.of masonry, wood. frame, aluminum or vinyl. Aluminum and vinyl shall be residential grade and be consistent with existing architecture of the principle building and adjacent :properties. 13) Fence shall not encroach neighbor's private property or tight of way: 14) Fence shall be:no taller than 6 feet in the rear and sides of home. 4 feet from the front of home. 15)Good side of fence shall face out. .,x �F City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: (�tJd►` e-Y+ Date Received: f h cl, Site: Permit Type: Tk)S� I J M.0 W Shea wA Approved w/no comments:❑ Approved w/the below comments: f `} Denied w/the below comments: ❑ Ke This comment sheet shall be kept with the permit and/or plans. ho� 6 F ?"1 Kalvin SNvitzer—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present)