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HomeMy WebLinkAbout19-21406 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21406 y BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21406 Address: 3501 BERYL LN Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: EMERALD POINTE RV RESORT Est. Value: Parcel Number: 24-26-21-0020-00000-0640 Improv. Cost: 2,200.00 OWNER INFORMATION Date Issued: 6/20/2019 Name: MCCLOSKEY PATRICK & KATHRYN Total Fees: 82.50 Address: 3501 BERYL LN Amount Paid: 82.50 ZEPHYRHILLS, FL. 33540-7416 Date Paid: 6/20/2019 Phone: (470)899-9241 Work Desc: EXTENSION OF ROOF LINE W/ FOAM PANELS &ALUMINUMN BEAMS CONTRACTORS APPLICATION FEES HOMEOWNER BUILDING FEE 82.50 1� Ins ections Re uired FOOTER 2 D ROUGH PLUMB Mlbu INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. 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. 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. 1�ai i4�_ &' aze� CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 14;r.06f fi X A y X. ScttQ L N fmiFfLN-0 Powrc IZO IZES-OrLT— gevew>lll AID o , - Fi�AtIIfl City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: iAe, Date Received: 2g—C 0 Site: Permit Type: Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ e This comment sheet shall be kept with the permit and/or plans. /,O� JUN 1 2019 K n Switzer—Plans Examiner Date Contractor and/or Homeowner Ir (Required when comments are present) D . , '0�]N`T Name LOt# LOT'IMPR.OVEMEN"I' PERM, T # / EMERALD POINTE BOARD OF DIRBCTO ° S APPROVED OVED► BY, � -1,. DATE: fir. Y EVLUAThO / TTEEPROPE CC tI APPROVED BY: DATE: EXPIRATION DArMi 11 INSPECTION BY: DATE:. FINAL TNrSPECTIO BY: DATE: PLEASE R,,T[TRN TO .LOT �RGVEMENT CO� 4 .. ITTEE OF' Lot Improvoraenf-l.doc_1 A24420.14 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received 5--j aC Phone Contact for Permitting Owner's Name 11C4(c6triFy Owner Phone Number Owner's Address 3 Soo 13 C 91 L 1-0 2fP;4 XL141 Owner Phone Number Owner Phone Number JOB ADDRESS LSD) R L CAI. 0—hr-P9 141LG5 LOT# SUBDIVISION E—mf t AO !L PARCEL ID# 2'q-2!`7 -0 0— 000-- O D (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/AL = SIGN = = DEMOLISH I ALL REPAI. PROPOSED USE ]BLOCK F MM = OTHER TYPE OF CONSTRUCTION 0 FRA STEEL 0 DAY1 AotJtt L vv DESCRIPTION OF WORK zeu_ 3"FoAm Rani 91wZL5'&ZATE0 LgP1, 1-04'5& BUILDING SIZE SCI FOOTAGE � HEIGHT i 2 , UILDING $ Z2 ' VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ AMP SERVICE = DUKE ENERGY Q W.R.E.C. =PLUMBING $ ZL =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES C' BUILDER " '� COMPANY © ! t ,(2— SIGNATURE C UUU REGISTERED Y/ N FEE CURREN Y/N Address License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# OTHER COMPANY I SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# 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 subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(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 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, J'.(copy of;contract required) Reroofs if shingles Sewers:•:,,. ..,.Service-,Upgradbt kC ; Fences(Plot/Survey/Footage) Driveways-Not'over.Counter if on public.,'a ays.'. eeds ROW 7) l 1 NOTICE OF DEED RESTRICTIONS: The und I ersigned 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,I 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 thelPasco 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. I TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse I Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of exis�I ing 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 1, 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 obtE ined 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 Haws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work sand 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 -egulations, 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 Projection-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. I - 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 Zol ne"W unless expressly permitted. If f 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 ei rigineered 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 licensa 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 pe iod of six (6) months after the time the work is commenced. An extension "I Official for a period not to exceed ninety (90) days and will demonstrate may be requested, in writing, from the Buildin; 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 F_1NANCINQ,_CONSULT_____ WITH YOUR LENDER OR-AN ATTORNEY BEFORE RECORDING-YOUR-NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT cot 4TRACTOR Subscribed and sworn to(or affirmed)before me this r S bsioribed nd wom to(or affinired)before me this by I —2-4-(f by R.'t-c ff--c L o c-,k<C V Who is/are personally known to me or has/have produced Wh i /are p so ally knqwn to me or has/have produced as identification. ,Sle, —as identification. Notary Public rL 012 Notary Public Commission No. Corn ssio, 0. L" _W111mill jAccluSLINE BOGES 197 Name of Notary typed,printed or stamped Name of Notary ty p 4&E4" ItuvLOWTV. ' - - ExV M22 ires December 1Z Na ymy Fain Insurance DUKE ENERGY® WR#32804301 May 30,21019 Schaper Construction 813'782-0920 jessschaper@schaper,construction.com Subject: 7857.Merchimtvflle Cit Dear Schaper Construction; Thank you for-contacting Duke Energy Florida,LLC for a letter of no conflictregarding.,your pool construction. NO CONFLICT: Duke Energy Florida,LLC has reviewed our existing facilities at the 4boye referenced address and has found no apparent conflict at the proposed pool location. According to the drawing(s)you have provided Duke Energy_Florida,LLC' has,no objection to the proposed,..construction_. Note: Florida law requires excavators to dial Sunshine State,One Call of Florida at 811 to locate existing Underground utilities.prior to di ar ggiiag�o4vpidperlson.al.Nu.ya4a. nd.I -agetoequipment Sincerely, Lillian Marcaho Project Coordinator Duke Energy Florida,LLC 2166"Palme.tto St,ClearWater,FL 33765 1 General Notes HOT DIPPED GALVANIZED. 5.SCREENING MATERIAL SHALL BE 18X14X0.013 OR I HEREBY CERTIFY THAT I HAVE REVIEWED 5 ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF BX EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED THIS PLAN AND FOUND ITTO BE IN S.A.CONCRETE&FOUNDATION DESIGN: OTHERWISE. COMPLIANCE WITH ASCE 7-10 AND FBC 6TH I. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 BOLT DIAMETER INTO STRUCTURAL FRAMING SHALL2 MIN.). 6. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 EDITION RESIDENTIAL&EXISTING LAG BOLTS AND SCREWS INTO WOOD FRAMING BE PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL 111 II, 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI ` ELT GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF 7. ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT CHANGE THE EXIT FACILITIES FOR MINIMUM,3 1/2"NOMINAL THICKNESS. V+I O THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE EGRESS PER HUD 3280.105,(a)THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY • •••• 3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35'AND SO THAT TWO EXITS DIRECTLY OUTSIDE ARE ••• APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER STILL MAINTAINED.A CARPORT OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE. ••• \►�G N •• IN LIEU OF WELDED WIRE MESH Q' • • 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN NON-HABITABLE SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT DOOR • 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S WAS LOCATED,AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS THERE REQUIREMENTS OF HUD TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT Q •� TR REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY 3280.105 S • • STRUCTTURE..SLAB DOES NOT ABUT A WOOD FRAME CT NO WOOD FRAME STRUCTURE MAYBE BUILT BE APPLIED IN CONDITIONS ACCEPTABLE TO REQUIRED MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE • ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE e.GRADE#5 OR BETTER ZINC PLATED. T'A) •0 ` SOIL FOR WOOD DESTROYING ORGANISMS. �(► ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR NEW ROOF OVER SHED&SCREEN ROOM � 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE • C PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 •• �? •� 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES NEW ALUMINUM FRAMING FOR PATIO COVER AND 4TH WALL �� S b•••/•••+ of `� 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. FOR USE WITH ACQ PRESSURE TREATED WOOD,OR WOOD WALL FRAMING IN EXISTING SHED 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. OTHERWISE NOTED ON PLANS. � � aN 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. DESIGN DATA: PR EER SEAL 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS FOLLOWING: 1. RISK CATEGORY: I OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). G-185. Y ,� Q OF RECORD AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 2. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH WORK SHALL Ct�MPI 3/4": BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" NOMINAL DESIGN WIND SPEED Vasd: 110 MPH DES FLORIDA BUILDING COD • David W.Smith P.E. AIR ENTRAINING+1-1%-ASTM C 260. UNLESS NOTED OTHER WISE. 3. WIND EXPOSURE: B STANDARDS: : ELECTRIC OWE, FLORIDA LICENSE NUMBER:53608 WATER REDUCING AGENT-ASTM C 494. 4. WIND LOADS-ENCLOSED: TION&DE CITYZERHYRHILLS CLEAN POTABLE WATER E.REFERENCE INTERNAL PRESSURE COEFFICIENT: +/-O.1a Thomas L.Hanson P.E. OTHER ADMIXTURES SHALL NOT BE PERMITTED. ASTM E 119 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. ASTM E 1300 FACTOR APPLIED FOR ALLOWABLE STRESS DESIGN: .6 NANO NACE FLORIDA LICENSE NUMBER:38654 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN ASCE 7-10 COMPONENT&CLADDING PRESSURES: CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B ROOF:ZONE 1:8.9/-21.B WALLS:ZONE 4:21.8/-23.6 Myron Max Neal, P.E. 2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM C94 ZONE 2: 8.9/-36.5 ZONE 5:21.8/-29.10 FLORIDA LICENSE NUMBER:86663 RECOMMENDATIONS. ASTM C150 ZONE 3: 8.9/-55.0 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM C33 SOLID ROOF(MWFRS): 20 PSF Joel Falardeau P.E. CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM C260 VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM C494 5. SOLID ROOF TYPE: FLORIDA LICENSE NUMBER:70667 SPALLING OR OTHER DETERIORATION. ASTM A615 FL OR1 LB.EQ DENSITY EPS FOAM COMPOSITE PANEL ROOF, FL 7561CTIN: V"aq D,A.E I ' Stuart P.E. ASTM A185 �' B.MASONRY: FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) DEFLECTION: L/120 . DA LICENSE NUMBER:77605 6TH EDITION MAXIMUM ALLOWABLE SPAN: 13.44' Z 1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD OF HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON CURRENT ALUMINUM DESIGN MANUAL SITE SPECIFIC�DESIGN SPAN: 13.00' CITY ��� 6. FOUNDATION: I} IE TYPE M OR s MORTAR. F.ABBREVIATIONS: PLANS EXAMINER_____a=R 2.ALL MORTAR SHALL BE OF TYPE M OR S. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED EXISTING 4"CONCRETE SLAB&12"X12"FOOTING PER SECTION'A'OF 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT GENERAL NOTES AND SITE SPECIFIC DETAIL EXISTING CONCRETE SHALL MAXIMUM COARSE AGGREGATE SIZE OF 3/8". TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. BE ADEQUATE TO WITHSTAND THE LOADS FROM THE PROPOSED ADDITION FBC Plans &Engineering 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING L TYP--TYPICAL REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 2.SIM--SIMILAR Services,Inc. HEIGHT. 3.UON--UNLESS OTHERWISE NOTED 6272 Abbott Station Drive Unit 101 4.CONT--CONTINUOUS Zephyrhills,fl.33542 C.ALUMINUM: 5.VIF--VERIFY IN FIELD 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE Phone:(813)788-5314 MINIMUIvt REQUIREMENTS OF 6005-75 FOR ALLOY WITH A G.RESPONSIBILITY: ALUMINUM STRUCTURAL MEMBERS Fax:1-(866)-824-7894 MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. L ALL SITE WORK SHALL BE PERFORMED BY A LICENSED Website:www.fbcplans.com 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING HOLLOW SECTIONS email:erb@fbcplans.com 0.024"SHALL APPLY. CODES,LOCAL ORDINANCES,ETC. 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 2:---------------------------------------2"x 2"x 0.044" II SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN 3 x 2:---------------------------------------3"x 2"x 0.050" DRAWN BY: W.P. STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD 2 x 3:--------------------------------------2"x 3"x 0.050" DATE: CONDITIONS. 5/22/19 ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 2 x 3:---------------------------------------2"x 3"x 0.070" FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2010 3•THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 2 x 4:---------------------------------------2"X 4"x 0.050" PREPARED BY THE ALUMINUM ASSOCIATION, 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE REVISION: DATE: 2 x 5:---------------------------------------2"x 5"x 0.050" INC.WASHINGTON D.C.THE 2014 FLORIDA BUILDING CODE, CONTRACTOR. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED RO 1 5TH EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 ALUMINUM). ON INFORMATION PROVIDED BY THE CONTRACTORAND OPEN BACK SECTIONS i MANUFACTURER. RO 2 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 1 x 2:----------------------------------------1"x 2"x 0.040" PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 1x3:----------------------------------------1"x 3"x 0.045" RO 3 SEPARATION. LICENSED P.E.IN ACCORDANCE WITH STANDARD 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ENGINEERING PRACTICES. RO 4 THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF SNAP SECTIONS { USING#12 SPACING MAYBE 24"ON CENTER. H.MISCELLANEOUS: 2 x 2 Snap:----------------------------------2"x 2"x 0.045" PROJECT ADDRESS: 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 3 Snap:---------------------------------2"x 3"x 0.050" SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 4 Snap' 2"x 4"x 0.045" "REMOVABLE PANEL SHALL BE REMOVED WHIN WIND WITHOUT A MANUFACTURER'S HOST BEAM. PATRICK MCCLOSKEY SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS IF NO HOST BEAM IS PRESENT,A SEPARATE 4TH WALL SUPPORT SYSTEM 3501 BERYL LANE VISIBLE WHEN PANEL IS INSTALLED. SHALL BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED SELF MATING(SMB) EMERALD POINTE RV RESORT D.FASTENERS: ON THE MANUFACTURED HOME 2 x ZEPHYRHILLS• FL 4SMB: 2"x 4"x 0.044"x 0.100" 1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 5 SMB:---------------------- 2"X 5"x 0.050"x 0.118" 300 18-8,WITH STANDARD FLAT WASHER UNLESS ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING CONTRACTOR: MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 2 x 6 SMB: 2"x 6"x 0.050"x 0.120" WITH ACQ PRESSURE TREATED WOOD. R 4501.17 IN ITS ENTIRETY. 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" OWNER 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD 3.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" FLAT WASHERS AND NUTS. CONTRACTOR 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HELTI,RAWL, 4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE ENSURE BONDING AGENT IS USED FIRST. HOT DIPPED GALVANIZED. NOTES I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND FBC 6TH EDITION RESIDENTIAL&EXISTING ��{o►liiil/l � ( *f Ww 9 STATE NEW 2X4 STUD WALL FRAMING FOR NEW '•,,� ••• ,•• MONOSLOPE ROOF 3X.024 , 1 LB. DENSITY EPS 2X6 SMB EXISTING ROOF TO BE FOAM 75COMPOSITE OMORO EQ PANEL ROOF, REMOVEDFL PROFES III GINEER SEAL ENGINEER OF RECORD - IL David W.Smith P.E. FLORIDA LICENSE NUMBER:53608 NEW 2X7 SMB EXISTING PARK io 12" 2X3 KNEEBRACES O Thomas L.Hanson P.E. MODEL I i� X x N FLORIDA LICENSE NUMBER:38654 O C4 l N N 17 o X X M Myron Max Neal, P.E. EXIST. SHED W W W 3 FLORIDA LICENSE NUMBER:86663 Joel Falardeau P.E. w FLORIDA LICENSE NUMBER:70667 '- " 12'-0" EXISTING 2"X4 STUDS 0 13'-0" 16 O.C. 12'-0" 12'-0" 13'-7 I Erik Stuart P.E. FLORIDA LICENSE NUMBER:77605 - REAR ELEVATION EXIST. CONCRETE 27 "X4" STUDS 0 16" O.C. SIDE ELEVATION sraue 1/e- r-0• SLAB AND 12"WX12"D FINISHED WITH VINYL SCM I/8 - FOOTING SIDING FBC Plans &Engineering Services,Inc. 54X40 6272 Abbott Station Drive Unit 101 Zephyrhills,fl.33542 EGRESS Phone:(813)788-5314 BATH KITCHEN Fax:1-(866)-824-7894 Website:www.fbcplans.com 3"X.024", 1 LB. DENSITY EPS C.O.A.-#29054 FOAM COMPOSITE PANEL ROOF, EXISTING PARK MODEL DRAWN BY: W.P. FL 7561 OR EQ. BEDROOM 2X7 SMB EX. LR. DATE: 5/22/19 2X7 SMB NEW 2X4 STUD WALL FRAMING FOR NEW REVISION: DATE: AT CORNERS 2X4 SMB MONOSLOPE ROOF CL CL EX. SGD 2X3 KNEEBRI ES RO 1 ;.� 12' 2X3 KN I o 2X6 B 2X6147Mt-- RO 2 a W) oV NEW 3"X3X.093" RO 3 x i t° I EXISTING PARK 1 EXISTING WALLS TO BE POSTS, TYP' M RO 4 t° SCREEN MODEL REMOVED Cl) z I o EXIST X o PROJECT ADDRESS: 2X3 iz v EXIST. SHED SCREEN PATIO COVER N In 1X2 i ROOM EXIST. SLAB PATRICK MCCLOSKEY 3501 BERYL LANE EMERALD POINTE RV RESORT EXIST. SCREEN ZEPHYRHILIS, FL DOORS NEW 2X7 SMB I 1y2X3 KNEEBRACES CONTRACTOR: FRONT ELEVATION L 12'-0" 12'-0" 13'-7" L AT CORNERS OWNER SCALE i/r- FLOOR PLAN SCALE 1 - r-0 PLAN/ELEVS S.M.B. DEPT S.M.B. WEB TUBE WALL CORROSION RESISTANT �UPPUT I HEREBY CERTIFY THAT!HAVE REVIEWED "H' WALL "T' 'N" SIZE THIS PLAN AND FOUND IT TO BE IN 4' .045" .06 2 3/8 BOLTS, NUTS WASHERS 1.720 LBS COMPLIANCE WITH ASCE 7-10 AND FBC 6TH 2 3/8 BOLTS NUTS WASHERS 2550 LBS EDITION I�L111Bu STING ALUM.FLASHING INSTALLED UNDER 6' .06 3 3/8 BOLTS NUTS WASHERS 2550 LBS %% "�•11�l DRIP EDGE OR FIRST ROW OF SHINGLES 7' 3 3/8 BOLTS NUTS, WASHERS 3500 LBS �� E�"T O/ly 7' .055 3 3 11 BOLTS NUTS WASHERS 3 600 LBS ♦i Q •••••• • cS/1- .0 .125 3 3/8 BOLTS NUTS WASHERS 4500 •••• E N •*•• II� J \ e 072 4 3/8 BOLTS NUTS WASHERS 5500 LBS �• �' • BREAK FORM HEADER OR 8' .072 .09" 4 3/8 BOLTS NUTS WASHERS 7000 LBS RECEIVING CHANNEL .072 4 3 BOLTS NUTS WASHERS No 5 .072 ' 4 3/8" BOLTS NUTS, WASHERS 7000 LBS • #10 X 1/2"CORK RESIST. 9' .072 .09" 4 3 8 BOLTS. NUTS, WASHERS 8 900 • ALL PURPOSE SCREW .082 .125" 4 3/8" BOLTS. NUTS WASHERS 'O A = .092 .1 4 3/8" BOLTS NUTS. WASHERS NOTE: OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER • ;•i & SITE d SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED ••!•• SOLID ROOF PROFESSIONAL ENGINEER SEAL _= FASTEN COMPOS TE PANEL TO ENGINEER OF RECORD EXISTING HOST STRUCTURE __ BEAM WITH#12 TEK SCREW AND 1-1/4"0 NEOPRENE WASHER AT 8"D.C. David W.Smith P.E. (USE SCREW LENGH EQUAL TO COMPOSITE 3'X48"COMPOSITE ROOF PANELS,FASTEN TO BEAM FLORIDA LICENSE NUMBER:53608 PANEL THICKNESS PLUS 1"MIN.) W/#12X4"SMS W/1 "O NEOPRENE WASHERS @ 8" CONNECTION W/(N) Thomas L.Hanson P.E. 3/8"THRU BOLTS,WASHERS&NUTS PER CHART FLORIDA LICENSE NUMBER:38654 CORROSION RESISTANT TYPICAL Myron Max Neal,P.E. 2X SMB BEAM PER PLAN CONNECTION W/(N) 2X SMB FLORIDA LICENSE NUMBER:86663 ALUM POST PER PLAN 3/8"THRU BOLTS,WASHERS&NUTS SIZE PER SITE Joel Falardeau P.E. CORROSION RESISTANT TYPICAL SPECIFIC DRAWING FLORIDA LICENSE NUMBER:70667 ALUMINUM COLUMN LOCATED Erik Stuart P.E. ROOF PANEL TO ALUM.4TH WALL BEAM CONNECTION DETAILS PER PLAN FLORIDA LICENSE NUMBER:77605 SCALE:NTS ROOF, POST&BEAM CONNECTION DETAIL FBC Plans&Engineering Services,Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills,8.33542 (2)-3/8"0 MACHINE Phone:(813)788-5314 BOLTS WITH WASHERS Fax:1-(866)-824-7894 OR(4)#14X 3/4"SMS ALUM.SQUARE COLUMN Website:www.fbcplans.com EA.SIDE email:erb@fbcplans.com DRAWN BY:WP I I 11 GA.INTERNAL ALUM.BASE,PREDRILL VERT.FLANGES DATE: 5/22/19 FASTEN POST TO CONCRETE WITH(4)3/8"CORROSION • RESISTANT CONCRETE ANCHORS WITH MIN.2 • 2"xH"SMB FASTEN BEAM TO REC. REVISION: 4 CHANNEL W/#10X"TEKS,1 EMBEDMENT &1j"MIN.EDGE DISTANCE • SCREW PER INCH OF BEAM RO 1 HEIGHT RO 2 2XH SMB • _ • RO3 2"X3"KNEE BRACE FASTEN REC.CHANNEL TO POST RO 4 ALUMINUM COLUMN (12"x12")-45"MIN. W/#10X"TEKS,1 SCREW PER LOCATED PER PLAN INCH OF BEAM HEIGHT PROJECT ADDRESS: N CONNECT KNEE BRACE TO ALUM POST PER PLAN COLUMN/BEAM WITH.060"RECEIVING PATRICK MCCLOSKEY CHANNEL OR GUSSET PLATE 3501 BERYL LANE FASTEN W/(3)#10x3/4"TEKS ZEPHYRHILLS, FL.ERARV RESORT EXIST.4"CONCRETE SLAB&FOOTER PER AT EACH CONNECTION PT. SECTION'A'OF GENERAL NOTES CONTRACTOR: . 12" , OWNER KNEEBRACE CONNECTION BEAM TO POST CONNECTION NOTE:CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITEN HD 1/2"0 SCREW PATIO COVER ANCHORS, OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED. ALUMINUM DETAILS POST TO CONCRETE CONNECTION ALUM.FLASHING INSTALLED 6"MIN. UNDER FIRST ROW OF SHINGLES OR #12 X 4"SMS I HEREBY CERTIFY THAT I HAVE REVIEWED 1-1/4"NEOPRENE THIS PLAN AND FOUND IT TO BE IN UNDER DRIP EDGE WASHER @8"O.C.PER COMPLIANCE WITH ASCE 7-10&FBC 6TH #10X}" CORROSION RESISTANT SMS PANEL EDITION RESIDENTIAL&EXISTING t` 11111111, 2X ALUM. O ® 2X3 EDGE BEAM * • s EXIST.HOST = FASTEN PANELS TO BEAM W/#12 TEK SCREW W/1 2"X3"X.125"X H 74" •0 NEOPRENE WASHERS @ 8"O.C.(SCREW LENGTH DEPTH ANGLE W/(3) FASTEN 1-1/2"WIDE X 4" •; S j� EQUAL TO COMP.PANEL THICKNESS+1"MIN.) #1OX 3/4"EA.LEG BOTH SIDES s-FASTEN 2X6 SMB TO 3X3 ALUM. 4"LONG X.125 THICKNESS �r • f` ` STRAP CONNECTING EDGE W/(3) %"THROUGH BOLTS, WI POST W/(4)#10 X 3/4"TEKS /�'•'• •'•'�����` WASHERS&NUTS TTOP OPAECTION O NAT EACH � LEN OPTIONAL 1X OPEN BACK ATTACHED BOTH SIDES PROFESSIONAL ENGINEER SEAL PER DETAIL 3X3 ALUM.UPRIGHT 3X3 ALUM.POST ENGINEER OF RECORD David W.Smith P.E. COMPOSITE PANEL ROOF,POST,AND EDGE/END BEAM FLORIDA LICENSE NUMBER:53608 ROOF PANELS TO ALUM.4TH WALL BEAM CONNECTION DETAILS CONNECTION DETAIL Thomas L.Hanson P.E. FLORIDA LICENSE NUMBER:38654 NOTE:WHERE 1X2 OPEN BACK OR 2X2 GIRTS ARE CALLED OUT, Myron Max Neal, P.E. UPRIGHT 1X3 OPEN BACK OR 2X3X.050 GIRTS MAYBE SUBSTITUTED IF DESIRED. MINIMUM GIRT SIZE IS 2X2X.044 FLORIDA LICENSE NUMBER:86663 SECONDARY ANGLE MIN (SEE NOTES)#12 X 3/4"SMS 0.125"THICK(NOT Joel Falardeau P.E. FASTENING SECONDARY REQUIRED FOR 2X3 OPTION#2 ANGLE TO COLUMN(TY MEMBER) 00.R060'A ALUMINUM RNAL EM INTERNAL EDGE BEAM PER PLAN FLORIDA LICENSE NUMBER:70667 G EACH SIDE) CHANNEL W/(4)#10 X3/4" Erik Stuart P.E. PRIMARY 2"X 2" INTO INTO BEAM OR 1/4"o OPTION#1 Concrete Screw X 0.125"ANGLE UPRIGHT.(2)#10X 3/4'EA FLORIDA LICENSE NUMBER:77605 Column Anchor (B)-1/4"0 CONCRETE SCREW 2 #12 X 3 4"SMS FASTENING (4)#10 x 1 B'SMS LEG INTO GIRT OR PURLIN- ANCHOR INTO SECONDARY (2) / INTO SCREW BosSES Size COLUMN TO PRIMARY ANGLE B Min.Spa ANGLE(TYP EACH SIDE)(SEE p (TYP EACH SIDE) —— 2x4 TABLE) O 0 1"X 2"BASE MEMBER -- — ---- DOOR (TYP EACH SIDE) 2"X FBC Plans&Engineering ANCHOR SPA GIRT (MIN)(TYP)(SEE TABLE) (1)-3/8"0 CONCRETE SCREW OPTION#3 Services,Inc. ANCHOR INTO PRIMARY 0.060"ANGLE CLIPS w (2) ¢ 6272 Abbott Station Drive Unit 101 ANGLE AND @ 1/4"0 CONCRETE #10x3/4°sMs EALEGf Zephyrhills,fl.33542 3"(MIN SCREW ANCHOR @ ZXIALUM. Phone:(813)788-5314 24"O.C.BETWEEN COLUMNS OPTIONAL 22 GA.KICKPLATE (TYP EACH SIDE) Fax:email:1 erb@tbcplans.com 7894 NOTES: (.024"MIN.ALUMINUM COIL) erb@fbccpplans.com 1.NUMBER OF ANCHORS"B"IS EACH SIDE INTO THE SECONDARY ANGLE AND DOES NOT INCLUDE THE ANCHOR ATTACHED TO ALUM.MEMBER 1X ALUM.OPEN BACK Website:www.rbcplans.com INTO THE 1X2. W/#1OX"SMS @ 12"O.C C.O.A.-#29054 2.MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-3/4"AT AT ALL UPRIGHT 1X2 MIN.OPEN BACK BASE RAIL DOORS&WINDOWS ATTACHED PER MFG.SPECIFICATIONS LOCATIONS.ALL SCREW LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT LENGTH FOR REQUIRED ALUM.POST,SEE POST TO SLAB CONN.DETAIL DRAWN BY: W.P. EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT. NOTES: 3.CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON FASTENERS APPROVED ON THE S-1 NOTES PAGE. r .' .. 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 x 3/4"SMS MINIMUM. DATE: 5/22/19 4.2X3W/1X2 CORNER POST SHALL REQUIRE SAME BASE CONNECTIONS AS 2X4 SHOWN IN TABLE. _.�r r 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2)HINGES MINIMUM. t' � " ° - r REVISION: DATE: 3. HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 x 3/4"SMS. FASTEN A POST OR SMB CONCRETE BASE CONNECTION FASTEN 1X OPEN BACK TO CONCRETE 1"x 2"x 0.044"TO UPRIGHT W/#12 x 1-1/2"SMS @ 12"O.C.AND WITHIN 3"FROM WITH 1/4"0 CONCRETE SCREW ANCHORS @ 24"D.C. END OF THE UPRIGHT. RO 1 BETWEEN COLUMNS W/2-3/4"EMBEDMENT MIN. AND 3"EDGE DISTANCE MIN. RO 2 __ RO3 (2)-3/8 0 MACHINE FASTEN BEAM TO REC. RO 4 BOLTS WITH WASHERS CHANNEL W/#12X4" FASTEN 1X TO ALUM.UPRIGHT W/#12X1}" OR(4)#14X3/4"SMS 3X3 ALUM.POST SMS WITHIN 3"FROM ENDS&@ 12"O.C. LA.SIDE PER PLAN NCH'OFs HEGHT PROJECT ADDRESS: zxx sM6 • 1 GA.INTERNAL ALUM.BASE,PREDRILL VERT.FLANGES • 1"X OPEN BACK PATRICK MCCLOSKEY 3501 BERYL LANE FASTEN REC.CHANNEL EMERALD POINTE RV RESORT (4)3/8"CONCRETE SCREWS(INTERNAL) TO POST W/#12X}" ZEPHYRHILLS, FL W/2-3/4"EMBEDMENT,3"MIN.EDGE DISTANCE TEKS,1 SCREW PER NOTE"MINIMUM EMBEDMENT OF INCH OF BEAM HEIGHT ALUM.POST PER PLAN CONTRACTOR: v A ANCHORS INTO CONCRETE FOOTING SHALL ALUM POST PER PLAN BE 2-3/4"AT ALL POST LOCATIONS.ALL OWNER SCREW LENGTHS AT POST CONNECTIONS -1 e v SHALL BE OF SUFFICIENT LENGTH FOR 1X2 MIN.OPEN BACK BASE RAIL REQUIRED EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT. NOTE:CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITEN HD 1/2'0 SCREW OPTIONAL INTERNAL CONNECTION: ANCHORS,OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED. (2)#10 x 1-1/2'SMS MIN THRU SCREW BOSS OF ALUM.DETAILS POST CONNECTION TO CONCRETE DETAIL OPTIONAL BEAM TO POST 1"X OPEN BACK SCREEN ROOM CONNECTION W/REC.CHANNEL OPEN BACK TO ALUMINUM POST DETAIL Ii I " I HEREBY CERTIFY THAT I HAVE REVIEWED PRODUCT APPROVAL CODE CHART THIS PLAN AND FOUND 11 10 BE IN COMPLIANCE T 7-10 AND F C 6TH ALUMINUM FLASHING ATTACHED " STRUCTURAL COMPONENTS EDITIO 11 t#�I c W/#8 X 314"TEK SCREW AT 12"O.C. SIMPSON SP1 SP2 FL10456 �� ♦.�1 '�'ON�� RECOMMEND ALUMINUM FLASHING SIMPSON H10A FL11478 `� `0����C DNS �.• �'' SIMPSON DSP FL10456 J INSTALLED 6"MIN.UNDER FIRST ROW • �, OF SHINGLES OR UNDER DRIP EDGE SIMPSON SPH FL10456 P�� SIMPSON ABU/ABW FL10849 : NoWE SIMPSON LSTSVMSTA FL10852 f _ FX/STI� 12"APPROX SIMPSON CS16 FL10852 ALL CONNECTORS AND FASTENERS IN CONTACT W/TREATED WOOD SHALL BE ZINC COATED GALVANIZED STEEL OR SIMPSON'ZMAX' X064 �� ------ I COMPOSITE PANEL ROOF 2X4 2"X2"X'BEAM HEIGHT'X.060' MIN.RECEIVING 1,TOP PLATE CHANNEL OF SHED °° PROFESSIONAL ENGINEER SEAL OF FASTEN COMPOSITE PANEL TO I °° ENGINEER OF RECORD BEAM WITH#12 TEK SCREWAND I 2X SMB °° PER PLAN 1-1/4"0 NEOPRENE WASHER AT 8"O.C. I SHED FASTEN REC.CHANNEL TO STRUCTURAL WALL David W.Smith P.E. (USE SCREW LENGH EQUAL TO COMPOSITE I ° MEMBER W/"0X2"LAG SCREWS,1 PER 2 INCHES FLORIDA LICENSE NUMBER:53608 PANEL THICKNESS PLUS 1"MIN.) ° OF BEAM HEIGHT,STAGGERED EACH SIDE 2X6 SMB I LL-Ig Thomas L.Hanson P.E. #1 X10 ¢ FASTEN BEAM TO CHANNEL W OX " 4TH WALL BEAM S v / FLORIDA LICENSE NUMBER:38654 SMS,1 SCREW PER INCH OF BEAM FASTEN 2X OF SHED WALL TO w o HEIGHT,EACH SIDE Myron Max Neal,P.E. EXISTING HOST WALL WITH 1/4"0X1-1/2"MIN.EMBEDMENT cco FLORIDA LICENSE NUMBER 86663 LAG SCREW AT 16"O.C. IL Joel Falardeau P.E. FLORIDA LICENSE NUMBER:70667 BEAM TO WOOD WALL CONNECTION Erik Stuart P.E. 4TH WALL CONNECTIONS FLORIDA LICENSE NUMBER:77605 COMPOSITE PANEL ROOF AND BEAM 2X6 SMB; SEE BEAM TO WOOD WALL FBC Plans&Engineering DETAIL AND 4TH WALL HOST CONNECTION Services,Inc. SP2 OR H2.5A EXISTING ROOF TO BE 6272 Abbott Station Drive Unit 101 2X BLOCKING FOR PANEL REMOVED Zephyrhills,fl.33542 SPLICE WHERE WALL HT. EXCEEDS PANEL LENGTH Phone:(813)788-5314 FASTEN NEW 3 COMP. PANELS TO TOP Fax:1-(866)-824-7894 PLATE W/1/4"0 LAG SCREWS W/NEOPRENE email:erb@fbcplans.com WASHERS, 1-1/2 NT" MIN. EMBEDME , 0 8" Website:www.fbcplans.com DBL 2"X4" TOP PLATE (ONLY NON—TREATED--A C.O.A.-#29054 WOOD IN CONTACT W/ALUM. ROOF OR ii ii n „ 1 PROVIDE IMPERVIOUS MOISTURE BARRIER) DRAWN BY: W.P. 2'X4" SPRUCE STUDS 0 16" O.C. II ii ii ii iI DATE: 5/22/19 WALL PANELS(PLYWOOD)NAILING NOTE: ii ii Ii II NAIL 8d NAILS 6"O.C.@ EDGES&12"O.C.INFIELD. II II II Ii EXISTING 2"X4 STUDS 0 REVISION: DATE: ' ROWS OF NAILS SHALL BE 1/2"MIN.FROM PANEL 1/2 CDX PLYWOOD OR 16 O.C. / 7/16" OSB SHEATHING ii ii ii iI RO1 EDGES.PLYWOOD SHEATHING SHALL OVERLAP II II II U II , BOTH TOP&BOTTOM PLATES.ALL FASTENERS II II II RO 2 NAILED PER MFG.'S SPECIFICATIONS. u n n NOTE:VINYL SIDING MUST BE INSTALLED OVER A VINYL SIDING TO MATCH II 1 RO 3 II II U II II II I� MINIMUM 7/16"WOOD STRUCTURAL PANEL EXISTING, APPLIED PER �� �� �� SHEATHING(PLYWOOD OR OSB)WITH AN MFG'S SPECS. II �� II ii ii ii iI RO 4 APPROVED WEATHER RESISTIVE BARRIER PLACED II II II ii II UNDER THE SIDING. iI II Ii II II PROJECT ADDRESS: II „ „ ,, II II II SIMPSON SP1 ii- ml' Ii iI 2X4 P.T. BASE PLATE , „ „ , 3WI BYL MCCLOSKEY ii II ii �� II II Ii 3501 BERYL LANE ii II ii II II II II EMERALD POIJTE RV RESORT -- --- ---��--- --L----I"----u---u---I' ZEPHYRHILLS, FL ----- ----------------EXIST SHED------------ -O" CONTRACTOR: 12'-O" EXIST. 4' SLAB AND 12"X12" FOOTER W/2 #5 REBAR ON 3" CHAIRS OWNER 1/20 WEDGE ANCHORS W/STANDARD WASHERS, 12'FROM CORNERS, 6" FROM OPENINGS AND 24' O.C. WITH 4" MIN. WALL SECTION/ELEVATION EMBEDMENT AND 1-3/4' MIN. EDGE WITH STUD FRAMING DETAILS DISTANCE TYP. WOOD FRAMED SHED