Loading...
HomeMy WebLinkAbout20-282 � o 'p F OflIUfl City Of ZephyrhillS PERMIT NUMBER' 5335 Eighth Street Zephyrhills, FL 33542 BAR-000282-2020 ' Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 06/30/2020 Permit Type: Add/Alter (Residential) Property..Number Street Address 34 25 21 0180 00000 3520 37048 Neukom Ave Owner Information. ` - Permit Information' - Contractor Information Name: JEFFREY&LINDA RONAN& Permit Type:Add/Alter(Residential) Contractor: B & H CONSTRUCTION OF HAZARD Class of Work:Add/Alter Residential CENTRAL FL. INC. Address: 37048 Neukom Ave Building Valuation:$9,000.00 ZEPHYRHILLS,FL 33541-7721 Electrical Valuation:$0.00 Phone: (704)786-5035 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 + Total Valuation:$9,000.00 ff. Total Fees:$127.50 s - Amount Paid:$127.50 Date Paid:6/30/2020 10:36:49AM Project Description �. CONSTRUCT SCRN RM ON WOOD DECK Application Fees Building Plan Review Fee $42.50 Building Permit Fee V $85.00 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 subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit 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 add fee 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 PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 1 City of ZephyrhilIs BUILDING PLAN REVIEW CONOVIENTS Contractor/Homeowner: ed- 9 C Oh S�ry c�fb h+mo t° ;�� a Z�c- Date Received: �/ f 9102 O-),o Site: 10 Y9 Ne v K k" Pemut,Type: Sc Y`�ce to &OOP l b ln Gy V v cl Pe U K d" S,�qJ Approved Who comments:❑ Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be Kept with the permit and/or plans. uN,� 2 Kalvin Swx Tans Examiner Date ontractor and/or Homeowner (Required when comments are present) 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 i Building Department Date Received ��9 ��d0 Phone Contact for Permittin 813 782 1064 Owners Name Ronan,Jeffrey Enos Sr&Hazard, Linda Owner Phone Number 704-786-5035 Owners Address 37048 Neukonl Ave,ZephyrhillS FL 33541 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 37048 Neukom Ave LOT# 352 SUBDIVISION Grand Horizons-Phase Four PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR e ADD/ALT � SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL = DESCRIPTION OF WORK Screen Room on Wood Deck&Steps BUILDING SIZE I SQ FOOTAGE HEIGHT E�ZBUILDING $9,000 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION O GZ� =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY B&H Construction of Central Florida Inc. SIGNATURE REGISTERED I Y/ N FEE CURREN I Y/N Address �Q� f License# I CBC057782 ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREK Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEE CURRET Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURREN I Y/N Address License# 111111111111111111111111111111,1111111111111111111111111111111111111 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 subdivisionstlarge 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. (Alp 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(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 , City of Zephyrhills Permit Application Fax-813-780-0021 - Building Department 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 property 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"V"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 NOTICE OF COMMENCEMENT, FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and swom to(or affirmed)before me this ''Sub'bs dbed and swo to or off ed)b fore me this by by Who istare personally known to me or has/have produced Who is/are personally kno me or has/have produced as identification. as identification. Notary Public Notary Public Commission No. Commission N . Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped e of FloridagEED G 2217092 • INSTR#2020116264 OR BK 10140 PG 2385 Page 1 or 1 e 07/21f2020 12:02 PM Rapt 2183949 Roo:10.00 DS:0.00 IT:0.00 Nikki AlvarezSowles,Esq.,Pasco County Clerk&Comptroller Flt WDNutoba _hJA6:00�i0- 5�-` NOTION of COMMENC16MENT We d Flerms :�M, Oountyof Pasco 11 NID I�Em�6y o m mft ttd hipwnwb Va btldr m M om*Napo*,po*,and h at000 moe ve mm ma alb fbrltoEl�uls,bloortFlpl. ,110 b -A MIM11lp'fR OFOIXUANCfX9R. M�dW�Frbr(ypolMarpiiin1, __34-25-21-0180-00000-3520 aj8im 94Ad1tm¢ 37048 NeukomAve.-Zephvrhills_ - - _ _ _•___ layitm�l�trr+Mtloadhptwomedu men Room on Wood Deck _�Tk _ aA�nmbbtttiMNio orLwtaM6detmblwftlalawM aatraAirdlmb ojbbnrmtdttddt m Ronanjeffrey,37048 Neukom Ave,Zephyrhills FL 33541 6)NbtemdWdmdW*fbb6Att(d�fdmdYt�OrntorrltYdabq� --- 4�eba�0• - - -- --- 4Lbetntolor llblirrfbp d NmINmltld%M - Greg 9eebeM&M ConsWWan or Centre!RMWa,Inc.4026 Mortis Bridge Rd..ZOphyfhlns FL 33543 1)1Yplt000Na: 813-782-1084= — Q+plRl�ataPpdbptpnti aiidJsrthrLd) by- I Ma: NIA c)AmoWdDwA a _--, ------ --,-- R Iaa/m ltttnatt►tdad4rti�e �_ NIA e)1WpIn�rNo:; _. i.Pnaert+�flrlLpiotibeoadbCr�rtpeettfm+mlaooro@ardmamrMatrnyriiiimxdr 6ysw9a 71a.1atgfq�.�st�nte - 6)TiiKihmM -- IabadldRiooalYNtmlr/r m or—.—_-• _ __-- bttltttA■mwdbulmo, WW■paddodh5xftYWSM%F tld.MdA& b)ftmmmWdP mi>tgdimfDtiddbyQ 0.bgfi�tWdttb[admts�ote�d(lr�hloadm!o�'not6ebiotoboonyApOttd000thtolka�nd!!r[>Atlaltbb 1WAM tsttdorlrt�16e1xarblebd141elhootdi�eullnral6Ytatuleb�ledR,- oalnlrx�El>�t1�YirAxr>tmottwtrttlt>f1a:rur4�noumaFu�srrAnrr�,Al�ocrw�ur�troua P VM 7M FOR wwffl�a T w O MIX FROFEIft 1.A NOW OF OOt1YERCHIElrr MW RE IEIMWAM AO IW1m ON f1B d0o WE IiSM W pW pr@ EMW.V YOQ l Min 70 OBTAIN FIIAN M OIE1 MY 1fA .Y=LOW OR AN AifO f�01tECOrrMt�d�Dlr01aIORIBIOIr111lhf1Cf:OFOCYII!•�lligif. Ilnda dtditriM,' 1Mdb 000taemtwnnmA mtnhtmohb b dtta• Jeffrey Ronan 4i.�un�tlmadomtdlwm m osm th Lwd Jig for - ptsatrowp b�KrrbAr�aa iai.re erar� for ._.•0RoduoodD RE _ a 9 PQnm .��►rr, Notatt Pub1iC Sfate oT Fbtida t cratg cam_ �� � M�ru�0aW82e22 P2t70C aw I HEREBY CERTIFY THAT I HAVE REVIEWED General Notes THIS PLAN AND FOUND IT TO BE IN 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 5. SCREENING MATERIAL SHALL BE 1BX14XO.013 OR A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED COMPLIANCE EDITION RE S WITH ASCE 7-10 AND FBC 6TH RESIDENT ND EXISTING 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE. BUILDING ®,%�r II PSI PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 ��` �� 2. MINIALL UM,CONCRETE 1/2"NOMINAL THICKNESSES SHALL BE 2500 PSI GREATHE BO T ORR SN 70 PERCENT OF THE THREAD SCREW.ALL LAG BOLTS AND SCREWAMETERS SHALLOF 7. ENCLOSED E ADDIT ADDITIONS TO MARIFIED BY NUFACTUREDCTOR&BUILDING HOMES SHALL NOT �N®FFICIAL ` TooO N ,� 3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CHANGE THE EXIT FACILITIES FOR EGRESS PER HUD 3280.105,(a) °rte ��°•°° Pl •••°• APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35',AND,SO THAT '� Q s f 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED.A CARPORT ' p�11 • v TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE.NON-HABITABLE ivD. • °s ,, ,J, Z REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME BE APPLIED IN CONDITIONS ACCEPTABLE TO SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT • STRUCTURE.NO WOOD FRAME STRUCTURE MAY BE BUILT MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE DOOR WAS LOCATED AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS , • ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE GRADE#5 OR BETTER ZINC PLATED. THE REQUIREMENTS OF HUD 3280.105. • SOIL FOR WOOD DESTROYING ORGANISMS. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR • 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 I °••�� a ••°r��`��o 60(60 KS!MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES �h°o• ••° 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL FOR USE WITH ACQ PRESSURE TREATED WOOD,OR �r� fiSs ®• T'S °k BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. OTHERWISE NOTED ON PLANS. 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. PR(fFf44Lb6R SEAL 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS FOLLOWING: c-185. SCREEN ROOM ON WOOD DECK, STEPS ENGINEER OF RECORD OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" David W. Smith P.E. 3/4". UNLESS NOTED OTHER WISE. DESIGN DATA: AIR ENTRAINING+/-1%-ASTM C 260. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH FLORIDA LICENSE NUMBER:53608 WATER REDUCING AGENT-ASTM C 494. E.REFERENCE STANDARDS: NOMINAL DESIGN WIND SPEED Vasd: 110 MPH Li CLEAN POTABLE WATER ASTM E119 119 2. RISK CATEGORY: I Thomas L. Hanson P.E. OTHER ADMIXTURES SHALL NOT BE PERMITTED. ASTM E 1300 3. WIND EXPOSURE: B FLORIDA LICENSE NUMBER:38654 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. ASCE 7-10 4. INTERNAL COEFFICIENT: 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B SCREEN ROOM ON WOOD DECK(OPEN STRUCTURE):0.0 LI Myron Max Neal 2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM C94 5. WIND LOADS: y RECOMMENDATIONS. ASTM C150 FACTOR APPLIED TO WIND LOADS FOR ALLOWABLE STRESS DESIGN:0.6 FLORIDA LICENSE NUMBER:86663 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM C33 SOLID ROOF(MWFRS): 20 PSF CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM C260 SCREEN WALLS: 23 PSF Joel Falardeau P.E. VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM C494 COMPONENT&CLADDING PRESSURES: SPALLING OR OTHER DETERIORATION. ASTM A615 ROOF ZONE 1: 8.9/-21.8 PSF, ZONE 2: 8.9/-36.5 PSF, ZONE 3: 8.9/-55.0 PSF FLORIDA LICENSE NUMBER:70667 ASTM A185 WALLS ZONE 4: 21.8/-23.6 PSF, ZONE 5: 21.8/-29.10 PSF B.MASONRY: FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) 6. FOUNDATIONS PER"A"OF GENERAL NOTES AND SITE SPECIFIC DETAIL LI 1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD 6TH EDITION 7. SOLID ROOF TYPE:3"X12"ALUM.PANS,FL 22840 OR EQUIV. Erik Stuart P.E. HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON CURRENT ALUMINUM DESIGN MANUAL FLORIDA LICENSE NUMBER:77605 TYPE M OR S MORTAR. F.ABBREVIATIONS: 2.ALL MORTAR SHALL BE OF TYPE M OR S. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED FBC Plans&Engineering 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT MAXIMUM COARSE AGGREGATE SIZE OF 3/8". TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. Services,Inc. 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 1.TYP--TYPICAL 6272 Abbott Station Drive Unit 101 REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 2.SIM--SIMILAR Zephyrhills,8.33542 HEIGHT. 3.UON--UNLESS OTHERWISE NOTED Phone:(813)788-5314 4.CONT--CONTINUOUS Fax:1-(866)-824-7894 C.ALUMINUM: 5.VIF--VERIFY IN FIELD ALUMINUM STRUCTURAL MEMBERS Email:erb@fbcplans.com 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE G.RESPONSIBILITY: Website:www.fbcplans.com MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 1.ALL SITE WORK SHALL BE PERFORMED BYA LICENSED HOLLOW SECTIONS C.O.A.-#29054 MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 2:---------------------------------------2"x 2"x 0.044" 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF CODES,LOCAL ORDINANCES,ETC. 3 x 2:---------------------------------------3"x 2"x 0.050" DATE: 06/13/2020 0.024"SHALL APPLY. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- 2x3:---------------------------------------2"x 3"x 0.050" SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN 2 x 3:---------------------------------------2"x 3"x 0.070" DRAWN BY: DENNIS W.DUNN DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR 2 x 4:---------------------------------------2"x 4"x 0.050" REVIEW REVISION: DATE: ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CONDITIONS.H C V I FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 2 x 5:---------------------------------------2"x 5"x 0.050" Er/r/DATE ,/(j1� MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE R0 1 CONTRACTOR CITY OF z �� INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE,6TH OPEN BACK SECTIONS EPHY ?� ( 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED PLAN XAMINE ROIL R0 2 EDITION CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 lx 2:----------------------------------------1"x 2"x 0.040" E ON INFORMATION PROVIDED BY THE CONTRACTOR AND ALUMINUM). MANUFACTURER. 1 x 3:----------------------------------------1"x 3"x 0.045" R0 3 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A PRESSURE TREATED LUMBER PROVIDE DIELECTRIC LICENSED P.E.IN ACCORDANCE WITH STANDARD R0 4 SEPARATION. SNAP SECTIONS 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ENGINEERING PRACTICES. L ES FL SHALL€� 2 x 2 Snap:----------------------------------2"x 2"x 0.045'C COMPLY WITH THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF 2x3 3 Snap: 2"x 3"x 0.050 DES FLORIDA ' PREVAILING JOB# 20_0608_129 USING#12 SPACING MAY BE 24"ON CENTER. H.MISCELLANEOUS: 2 x 4 Sna 2"x 4"x 0.045S1L BE 'N TIONAL E1.ECTF�' .l7ING CODE 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A Snap:---------------------------------2" CODE, JOB NAME&ADDRESS: "REMOVABLEIDENTIFIEDNELWITH ALL BE DERE OVEDESSENWHEENIWINDY ATING WITHOUT A MANUFACTURER'S HOST BEAM.MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME D THE CITY OF ZERHYRHILLS RONAN SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT SELF MATING(SMB) DINANCES VISIBLE WHEN PANEL IS INSTALLED. SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" GRAND HORIZONS: LOT 352 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" 37048 NEUKOM AVENUE D.FASTENERS: LOADING IS PLACED ON THE MANUFACTURED HOME. 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" 1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE ZEPHYRHILLS, FL 33541 300 18-8,WITH STANDARD FLAT WASHER UNLESS ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" CONTRACTOR: R 4501.17 IN ITS ENTIRETY. WITH ACQ PRESSURE TREATED WOOD. 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD 3.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY FLAT WASHERS AND NUTS. CONTRACTOR. 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" B&H CONSTRUCTION 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, 4.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL 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. ENGINEERS HOT DIPPED GALVANIZED. NOTES I HEREBY CERTIFY THAT I HAVE REVIEWED 9, THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND FBC 6TH 4'-6" 4'-6" EDITION RESIDEI Tyt�1�REXISTING BUILDING dd gg !! }f ' P X SD., co m o ° N Ih I ® " 0 i 2X6 SMB* N PROPOSED SCREEN ROOM �74C0 3�3X RIDGE c1�m ON WOOD DECKç ' X X93„ 5*5 N I Ito Z N 2X3iP I ����r s�� y�7. ,✓°i�y A"� EXISTING PROFE5 }CXJ > % SEAL MANUFACTURED HOME PROPOSED — — — COMPOSITE 5-B j ENGINEER OF RECORD STEPS W/RAILINGL - David W. Smith P.E. FLORIDA LICENSE NUMBER:53608 PROPOSED II 4'X5'X4" Thomas L. Hanson P.E. CONCRETE PAD FLORIDA LICENSE NUMBER:38654 PLAN VIEW II Myron Max Neal I I FLORIDA LICENSE NUMBER:86663 Joel Falardeau P.E. - - FLORIDA LICENSE NUMBER:70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER:77605 FBC Plans&Engineering Services, Inc. EXISTING I II EXISTING EXISTING I 6272 Abbott Station Drive Unit 101 DRIVEWAY III CARPORT I GARAGE Zephyrhifls,fl.33542 Phone:(813)788-5314 Fax:1-(866)-824-7894 Email:erb@fbcplans.com H LWebsite:www.fbcptans.com C.O.A.-#29054 H- - DATE: 06/13/2020 DRAWN BY: DENNIS W. DUNN PROPOSED REVISION: DATE: 2X3 2X6 SMB 3"X.024"ALUM.RISER PAN ROOF FL 22840 OR EQUIV. I RO 1 2X3 R0 2 RO 3 2X3 X3 zX 2X3 RO 4 2X3 N EXIST. "' EXIST. OB# 20 0608 129 EXIST. co N o MFD. N N N X X ) MFD. M N N io HOME N C') N io N n N N M MFD. - HOME °' - M HOME JOB NAME &ADDRESS: 2X3 2X3 2X3 2X3 2X3 I RONAN 1X3 1X3 1X3 GRAND HORIZONS: LOT 352 37048 NEUKOM AVENUE NL _____ - /N N ZEPHYRHILLS, FL 33541 3'-3" 5'-9" 6' 6' 4-6" 4-6" PROPOSED CONTRACTOR: 9' 5' 12' VINYL KICKPLATE 9 TYPICAL B&H CONSTRUCTION SIDE ELEVATION REAR ELEVATION SIDE ELEVATION PROPOSED PLANS AND ELEVATIONS SCREEN ROOM ON WOOD DECK 1 OF 1 I HEREBY CERTIFY THAT I HAVE REVIEWED FASTEN PAN ROOF TO BEAM #10 X 3/4"TEK SCREW AND THIS PLAN AND FOUND IT TO BE IN W/#10 X 3/4"TEK SCREW 1-1/40 NEOPRENE WASHER COMPLIANCE WITH ASCE 7-10 AND FBC 6TH ALUMINUM RIDGE CAP AND 1-1/4"NEOPRENE WASHER, 4 PER PAN AT EDGE BEAM EDITION RESIDEN I D EXISTING FASTENED TO ALUMINUM 4 PER PAN AND 8"O.C.AT END BEAM ALUMINUM RISER PAN ROOF BUILDING RISER PAN ROOF W/#8 X 3/4" TEK SCREW AT EACH RIB `.o .�e9eaeege •ege �j` `UM,NUM RISER ALUry//Now RIS EDGE/ENDBEAM END BEAM P PAN ROOF PAN ROOF ER IS THE SIZE ENp BEAM 2X END g AS UPRIGHT 2 PER PIAN PER PLgN M e F e W m 2X PATIO EDGE/END BEAM !�° a F F ®. 2X6 SMB (3)3/8"THRU BOLT, #10X4' TEK SCREWJ PER PLAN ©�a ease $•gee• 0 WASHER,AND NUT ALUMINUM POST INTO SCREW BOSS PER PLAN (4)2X PATIO UPRIGHT 2X PATIO UPRIGHT OR PROFE �P� 1ER SEAL (6)3X3 POST 3X3 POST PER PLAN ENGINEER OF RECORD ALUMINUM RISER PAN ROOF, BEAM, ALUMINUM RISER PAN ROOF, POST, AND David W. Smith P.E. AND POST CONNECTIONS AT RIDGE EDGE/ END BEAM CONNECTION DETAIL FLORIDA LICENSE NUMBER:53608 LI Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER:38654 ALUMINUM FLASHING PLACED UNDER DRIP EDGE AND OVER PAN RISER OR APPLY FLASHING AT WALL OF MFD.HOME 2X2 MIN. Myron Max Neal AND OVER PAN RISER AND CAULK ALL SEAMS FLORIDA LICENSE NUMBER:86663 OR STRIP SEALANT BETWEEN WALL AND PAN STRIP SEALANT BETWEEN FASCIA AND PAN HINGE LOCATION 1 g 1 g Joel Falardeau P.E. _a _ a ALUM. a Ir FLORIDA LICENSE NUMBER:70667 Erik Stuart P.E. ___ N __ ___ __ ALUM. I RISER RISER EXISTING PAN HINGE LOCATION PAN ROOF ROOF FLORIDA LICENSE NUMBER:77605 II II ROOF w J II II ------------- -- FBC Plans&Engineering Zephyrhills,fl.33542 I z Services, Inc. v~i 2X EDGE BEAM PER PLAN 6272 Abbott Station Drive Unit 101 g X HINGE LOCATION 2X EDGE BEAM PER PLAN MFD. w FASTEN ALUMINUM RISER PAN ROOF Phone:(813)788-5314 NOTES: Fax:1-(866)-824-7894 FASTEN ALUMINUM RISER PAN ROOF HOME TO BEAM W/#10 X 3/4"TEK SCREW AND 1.HINGES SHALL BE ATTACHED TO STRUCTURE W/ 33/4" ( )#10 X Email:erb@Ibcplans.com TO BEAM W/#10 X 3/4"TEK SCREW AND ALUMINUM 1-1/40 NEOPRENE WASHER 4 PER PAN TEK SCREW MINIMUM. AT ALL BEAMS AND 8"O.C.AT RAKE Website: 9054 www.fbcplans.com 1-1/4"0 NEOPRENE WASHER 4 PER PAN UPRIGHT 2.DOOR SHALL BE ATTACHED TO ENCLOSURE W/(2)HINGES C.O.A.-#29054 AT ALL BEAMS AND 8"O.C.AT RAKE PER PLAN ALUMINUM UPRIGHT PER PLAN MINIMUM. 3.HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 X 3/4" DATE: 06/13/2020 ALUMINUM RISER PAN ROOF TEK SCREW.FASTEN A 1"X2"X0.044" UPRIGHT ALUMINUM RISER PAN ROOF W/#2X 1-1/2"TEK SCREW @ 12"O, O O.C.AND WITHIN 3"FROM DRAWN BY: DENNIS W. DUNN CONNECTION DETAILS CONNECTION DETAILS END OF THE UPRIGHT. TYPICAL SCREEN DOOR CONNECTION DETAIL REVISION: DATE: RD 1 R0 2 OPTION#2 R0 3 FASTEN SMB TO RECEIVING ± ALUMINUM COIL OR 1-1/2"X 2-1/8"X 1-1/2"X 0.062" CHANNEL W/#10 X 3/4"TEK SCREW VINYL SIDING KICK ALUMINUM INTERNAL OR R0 4 1X OPEN BACK (1 PER INCH OF BEAM HEIGHT) PLATE ATTACHED TO OPTION#1 EXTERNAL RECEIVING CHANNEL ALUMINUM STAGGERED,BOTH SIDES ® ® ALUMINUM MEMBER W/(4)#10X3/4"TEK SCREW JOB# 20_0608_129 POST W/(1)#10 X 3/4"TEK (4)#10X1-1/2 INTO BEAM OR UPRIGHT AND PER PLAN SCREW AT 8"O.C. TEK SCREW INTO (2)#12 X 3/4"TEK SCREW EACH JOB NAME &ADDRESS: FASTEN 1X OPEN SCREW BOSSES LEG INTO GIRT OR PURLIN_j_BACK TO ALUMINUM o v� UPRIGHT OR BEAM RONAN POST W/#10 X 1-1/2" 2X SMB PER PLAN o p Z OR ALUMINUM COIL SNAP OR SELF GRAND HORIZONS: LOT 352 TEK SCREW, T FROM oo z) a VINYL SIDING ® MATING OR HOLLOW 2X PER PLAN 2X PER PLAN 37048 NEUKOM AVENUE TOP AND BOTTOM KICKPLATE IF VINYL SIDING AND 12"O.C. �w ZEPHYRHILLS, FL 33541 .062 MIN.RECEIVING CHANNEL USE MIN.2X2X.044 FASTENED TO POST W/#10 X 3/4"TEK < VERTICAL UPRIGHTS, CONTRACTOR: 24"O.C.MAX. 2"X 2"X 0.062"ANGLE SCREW(1 PER INCH OF BEAM UPRIGHT OR BEAM, W/(2)#12X3/4"TEK HEIGHT)STAGGERED ALUMINUM COIL OR VINYL SIDING SCREW EACH LEG SNAP LL SELF MATING B&H CONSTRUCTION OR HOLLOW 1X OPEN BACK TO ALUM POST BEAM TO POST CONNECTION KICK PLATE TO ALUMIUM MEMBER OPTION#3 SCREEN ROOM CHAIR RAIL AND GIRT CONNECTIONS ON WOOD DECK DETAILS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WIT AND FBC 6TH EDITION RENI� i .1t�°I�IG BUILDIINN ` ' ON �i •aa�o•a• 1T.4 aS ALUMINUM POST PER PLANC . e EU a (2)3/8"HEX HEAD THRU 'I - FASTEN BOLT,WASHER,AND NUT I • ai �® POST TO WOOD DECK CORROSION RESISTANT WITH INTERNAL BASE AND �S srt� + (4)3/80 LAG SCREW WITH 11 GA.INTERNAL ALUMINUM 2"MIN.EMBEDMENT BASE PREDRILL VERTICAL FLANGES PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. WOOD OR P.T.2X PERIMETER JOIST FLORIDA LICENSE NUMBER:53608 COMPOSITE DECK PLANKING Thomas L. Hanson P.E. ALUMINUM POST TO FLORIDA LICENSE NUMBER:38654 WOOD DECK CONNECTION Myron Max Neal FLORIDA LICENSE NUMBER:86663 II Joel Falardeau P.E. FLORIDA LICENSE NUMBER:70667 II Erik Stuart P.E. FLORIDA LICENSE NUMBER:77605 FBC Plans &Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills,fl.33542 Phone:(813)788-5314 Fax:1-(866)-824-7894 Email:erb@Ibcplans.com Website:www.fbcplans.com C.O.A.-#29054 DATE: O6/13/2O2O (4)#10 X 2"TEK SCREW (6)#10X2"INTO SCREW BOSS INTO SCREW BOSS DRAWN BY: DENNIS W. DUNN 1/4"0 LAG SCREW NO O 1/4"0 LAG SCREW F F 6"FROM END AND 24" ¢ Q 6"FROM END AND 24" REVISION: DATE: O.C.BETWEEN COLUMNS a O.C.BETWEEN COLUMNS a o W/1-1/2"MIN.EMBEDMENT N N W/1-1/2"MIN.EMBEDMENT °' M RO 1 RO 2 RO3 1X3 OPEN BACK 1X3 OPE BACK 1X3 OPEN BACK 1X3 OPE BACK RO 4 JOB# 2O_O6O8_129 WOOD DECK / �%WOOD DECK � � � � / � � // � // � / JOB NAME &ADDRESS: DECK��/ %,///�/, /�%/� � �% / /� RONAN GRAND HORIZONS: LOT 352 FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW 37O48 NEUKOM AVENUE ALUMINUM 2X3 UPRIGHT BASE CONNECTION ALUMINUM 3X3 POST BASE CONNECTION ZEPHYRHILLS, FL 33541 CONTRACTOR: B&H CONSTRUCTION SCREEN ROOM ON WOOD DECK DETAILS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE EDITION BU W�WVfflj f j FB C 6TH BUILDILDI ••0000..• / i° FASTEN DBL.PERIMETER JOISTS O` tl•\� S'fS`g •0 , W/(1)SIMPSON L50Z ANGLE OR EQUIV. ���°� • TYPICAL OF 4 AT CORNERS 2G • DBL.P.T.2X6 P.T.2X6 - TABLE SPANS ARE FOR#2 SYP (SOUTHERN YELLOW PINE) NO. JV PERIMETER JOIST FLOOR JOIST } • TYPICAL AT 16"O.C. - • MFD HOME TYPICAL JOIST SPAN SPAN ('W) GIRDER SPAN SPAN ('S') L / LP.T.4X4 POSTS IN 12"X 12" WD? PRECAST CONCRETE BASE PT 2x6 9' MAX DBL PT 2X6 8' MAXTYPICAL 1J PT2x8 12' MAX DBL PT 2X8 10' MAXDBL.P.T.2X6 FLUSH GIRDER - PT 2X10 14' MAX TYPICAL PROFESSIONAL ENGINEER SEAL FASTEN DBL.FLUSH GIRDER AND ENGINEER OF RECORD DBL.PERIMETER JOIST TO 4X4 POST W/SIMPSON LPC4 POST CAP OR EQUIV. J r J PRODUCT APPROVAL CODE CHART David W. Smith P.E. TYPICAL I STRUCTURAL COMPONENTS L J L J L J FLORIDA LICENSE NUMBER:53608 FASTEN FLOOR JOIST W/SIMPSON LUS26Z - FASTEN WOOD DECKING SIMPSON ABU44 FL10860 JOIST HANGER OR EQUIV.AT EACH END W/8d GALVANIZED NAILS. SIMPSON L50Z FL10446 Thomas L. Hanson P.E. TYPICAL - _ 2 PER BOARD AT EVERY JOIST SIMPSON LUS26Z FL10655 FLORIDA LICENSE NUMBER:38654 FASTEN COMPOSITE DECKING FASTEN DBL.FLUSH GIRDER W/#10 X 2"SCREWS, SIMPSON LPC4 FL10860 W/SIMPSON L50Z ANGLE OR EQUIV. 2 PER BOARD AT EVERY JOIST NOTE: Myron Max Neal ON EACH SIDE,AT EACH END I FASTEN 3/4"PLYWOOD SUB-FLOOR ALL CONNECTORS AND FASTENERS FLORIDA LICENSE NUMBER:86663 El TYPICAL L J W/GLUE AND NAIL TO JOISTS IN CONTACT W/TREATED WOOD W/8d GALVANIZED NAILS 6"O.C. SHALL BE ZINC COATED GALVANIZED Joel Falardeau P.E. 6' 6' AT EDGES AND 12"O.C.IN FIELD STEEL OR SIMPSON'ZMAX' Q FLORIDA LICENSE NUMBER:70667 12' 0 NOTE: ALL STRUCTURAL HARDWARE COMPONENTS FASTENED r PER MANUFACTURER'S SPECIFICATIONS. Erik Stuart P.E. WOOD DECK FLORIDA LICENSE NUMBER:77605 FLOOR JOIST/GIRDER LAYOUT W/4X4 POST FBC Plans&Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills,fl.33542 Phone:(813)788-5314 Fax:1-(866)-824-7894 Email:erb@fbcplans.com Website:www.fbcplans.com — — — — — — — — C.O.A.-#29054 - - - - - - - - - - - - - SIMPSON L50Z DATE: 06/13/2020 ANGLE,EACH SIDE JOIST OR DRAWN BY: DENNIS W. DUNN GIRDER I - - - - - - I DBL.PERIMETER JOIST I I SIMPSON LPC4 REVISION: DATE: POST CAP RO 1 DBL.FLUSH GIRDER AUGER ANCHOR W/32"EMBEDMENT MIN. 4X4 POST I I RO 2 AND ASTM#123-89A STRAP OR EQUIV. - ___ GIRDER TO JOIST _] RO 3 RATED 3000#UPLIFT SECURING JOIST 12"X 12"PRECAST - - - - - - - - OR GIRDER PER MFGR'S SPECS. CONCRETE BASE I - - - - RO 4 8'O.C.MAX.AROUND PERIMETER I DBL.PERIMETER JOIST OR JOB# 20_0608_129 I I DBL.FLUSH GIRDER 4X4 POST SIMPSON LUS26Z 1=1 1=1 1=1 1=1 1=1 I I JOIST HANGER JOB NAME &ADDRESS: 11=1 I I III-III-III-I 11=1 I 111- I-III-III-III-III-I I ' I I I RONAN 111= III-111111111=1 I I DBL. PERIMETER JOIST OR I DBL.FLUSH GIRDER III =III= = I = = I I DBL:FLUSH GIRDER TO 4X4 POST GRAND HORIZONS: LNOT 352 I � 37048 NEUKOM AVENUE I I ZEPHYRHILLS, FL 33541 L - - 4X4 POST IN PRECAST CONCRETE BASE - - I FLOOR JOIST L - FLOOR JOIST TO GIRDER - CONTRACTOR: B&H CONSTRUCTION WOOD DECK DETAILS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH AN AND FBC 6TH PRODUCT APPROVAL CODE CHART EDITION RESI>jI ffi� � llIC� STRUCTURAL COMPONENTS SIMPSON ABU44 FL10660 BUILDINGy�a 99 \.„T 0 N FASTEN WOOD DECK BOARDS W/8d GALV.— �°"� � ••� � • SIMPSON L5oZ FL10446 NAILS,2 PER BOARD @ EVERY JOIST. ' s IYC b •• FOR COMPOSITE DECK PLANKING USE#10x2" P.T.2x4 COMBINATION POST TYPICAL ..S ii . � SIMPSON LUS26Z FL10655 (3)2X4 P.T.NAILED TOGETHER W/8d GALV.POST OPTION:1/_SCREWS,2 PER BOARD @ EVERY JOIST. SIMPSON LU210 FL10655 PERIMETER JOIST SIMPSON ML26Z FL11470 P.T.2x6 NAILS APPROX.4"O.C.AND 6 PER 2X6 JOISTS • • • OR P.T.2X6 PERIMETER JOIST FASTENED TO • NOTE: P.T.4X4 POSTS W/ 2 3/8"0 STEEL BOLTS • Q ALL CONNECTORS AND FASTENERS 34"MIN. ( ) • • IN CONTACT W/TREATED WOOD [ --PER PLAN 38„MAX 0y s SHALL BE ZINC COATED GALVANIZED PER �s ® s •• 2 sessas• STEEL OR SIMPSON'ZMAX' 111IIII aESS1 (3)P.T.2x4 PROFESSI4 COMBO POST X cD o ENGINEER OF RECORD: PRE-MANUFACTURED WELDED QJ W OLD J XX David W. Smith P.E. 2"X 2" BASE,ATTACH PER MFGR'S n U < W n- Q ALUMINUM 47 SPECS.OR(4)3/160 MASONRY w OZ Y w FLORIDA LICENSE NUMBER:53608 POST NEWEL POST SCREW ANCHORS W/2"MIN. Q_ o 0 w a EMBEDMENT AND 1-1/2"MIN. p O- EDGE DISTANCE Thomas L. Hanson P.E. (3)P.T.2x4 COMBO FLORIDA LICENSE NUMBER:38654 Myron Max Neal P.E. POST BASE TO CONCRETE SIMPSON TP37 TIE PLATE PER PLAN I- P.T.(3)2x12 STAIR STRINGERS FLORIDA LICENSE NUMBER:86663 CONNECTION DETAIL TYPICAL 2 @ CORNERS,OR ML26Z INSIDE CORNERS P.T.2x6 FLOOR JOISTS @ 16"O.C. FASTENED TO P.T.PERIMETER JOISTS PLAN VIEW Joel Falardeau P.E. W/SIMPSON LUS HANGERS OR EQUIVALENT FLORIDA LICENSE NUMBER:70667 FASTEN PER MFGR'S SPECS. 2"X 2"ALUMINUM EACH PICKET ATTACHED TO TOP PRE-MANUF.WELDED BASE, NEWEL POST ATTACH TO WOOD PLANKING FOR ALUMINUM Erik Stuart P.E. W/(4)3/80 X 2-1/2"LAG SCREWS AND BOTTOM RAIL WI(2)#1 xEW kR VINYL RAILING FLORIDA LICENSE NUMBER:77605 DECK PLANKING ATTACH TO COMPOSITE PLANKING CORROSION RESISTANT SCREW WOOD OR W/(4)#10 X 2-1/2"SCREWS 5'O.C.MAX. COMPOSITE PICKET SIZE AND SPACING SHALL NOT ALLOW PASSAGE OF A 40 SPHERE PER FBC R312 FBC Plans &Engineering TRIANGULAR OPENINGS SUCH THAT A 60 SPHERE Services, Inc. 2X JOIST TOP AND BOTTOM RAIL ATTACHED TO WILL NOT PASS PER FBC R312 EXCEPTION 6272 Abbott Station Drive Unit 101 NEWEL POST OR STRUCTURAL POST Zephyrhills,H.33542 PER PLAN WITH 1-1/2"x1-1/2"x3/16"ANGLE NEWEL POST Phone:(813)788-5314 POST BASE TO WOOD DECK W/(2)EACH FLANGE#10x3/4"TEK SCREW. Z TYPICAL Fax:1-(866)-824-7894 CONNECTION DETAIL ATTACHMENT TO BEAT UNDERSIDE OF RAILING Website:www.fbcplans.com NEWEL POST FASTEN TO DECK SEE"POST BASE RISER HEIGHT=7-3/4"MAX. FASTEN FLOOR JOISTS CONNECTION DETAIL" HEIGHT DIFFERENCE BETWEEN RISERS DATE:06/13/2020 W/SIMPSON LUS P.T.2x4 COMBINATION POST SIMPSON TP37 TIE PLATE z SHALL NOT EXCEED 3/8" DRAWN BY:DENNIS W.DUNN HANGERS OR EQUIV. TREAD DEPTH=10"MIN. TYPICAL 2 CORNERS, p- 2x6ERIMETER JOISTFASTEN TRPL.2X4 POST @ v� NOT INCLUDING TO SLAB WITH 2"x2"x1/8" OR ML26Z INSIDE CORNERS Q ECK LANDING ( NOSING) REVISION: A NOSING NOT LESS THAN 3/4"AND NOT ANGLE W/(2)1/4"TAPCONS, v U) v U) MORE THAN 1-1/4"SHALL BE PROVIDED RD 1 2"EMBEDMENT.FASTEN Of N 0 N a ON STAIRWAYS WITH SOLID RISERS. P.T.2x6 ANGLE TO POST w F- O O RO 2 PERIMTER JOIST W/(2)#10x2"LAG SCREWS. L L m 0 m EXCEPTION:A NOSING IS NOT REQUIRED 2i WHERE THE TREAD DEPTH IS A MIN.OF 11". RO 3 P.T.POST CONCRETE v OU v O RD 4 CONCRETE 2x4 COMBINATION POST JOB#20_0608_129 ATTACHING FLOOR JOISTS CONNECTION TO CONCRETE P.T.(3)2x12 STAIR STRINGERS P.T.2X TREADS FASTEN TO STRINGERS TO PERIMETER JOISTS FASTENED TO DBL.2X PERIMETER W/(4)16d NAILS EACH CONNECTION JOB NAME&ADDRESS: JOIST W/SIMPSON LU210 HANGER OR FOR COMPOSITE FASTEN TO STRINGERS ML26Z OR L50Z ANGLE OR EQUIV.ON INSIDE W/(4)#10x2"SCREWS EACH CONNECTION RONAN CORNERS PER MFGRS SPECIFICATIONS ATTACH STAIR STRINGERS TO CONCRETE GRAND HORIZONS:LOT 352 4X4 POST WITH 2"X 2"X 1/8"ANGLES SECURED WITH 37048 NEUKOM AVENUE SIMPSON ABU44 OR EQUIV. TYPE 1 STANDARD ALUMINUM MAXI-RAIL DESIGNED 1/4"x 2"TAPCON INTO BOTTOM FLANGE ZEPHYRHILLS,FL 33541 W/1/2"WEDGE ANCHOR TO WITHSTAND 200LBS OF LATERAL LOAD AND(2)#10X1"SCREWS INTO TOP FLANGE 3"IMBEDMENT(2000#UPLIFT) CONTRACTOR: PER MFGR'S.SPECS. (2)3/80 THRU BOLTS, P.T.2x6 FBC NOTE' ALUMINUM STRUCTURAL RAILINGS OR B&H CONSTUCTION NUTS AND WASHERS, PERIMETER RAILING/STEPS DETAILS PER FBC ❑THER COMMERCIAL MANUFACTURED RAILING CORROSION RESISTANT JOIST CONCRETE THAT MEET FLORIDA BUILDING CODE REQUIREMENTS FLORIDA 6TH EDITION - R311.7 / R312 KAY BE SUBS ITTUED IN LIEU OF TYPICALT U CONSTRUCTION SHOWN. WOOD/COMPOSITE P.T.4X4 POST MBER I 4X4 POST CONNECTION STAIRS AND RAILINGS SHALL BE CONSTRUCTED IN COMPLIANCE WITH PERIMETER JOIST TO 4X4 POST TO CONCRETE FBC 6TH EDITION SECTIONS R311 AND R312 LANDING AND STEPS WITH RAILING 12 Alew� �a , , 9xla: ' : Ra�cs d s38 ag'�.SS 8 l. 1 : j�uNte GAiSIil� Steps s+ePA- a, vic ientor CC r . lot gF3S�2 . 370�-18 tUeu6raM Qc,�. ' �onas� G-a-aQ 5ca fe wAar.n 7 7- dt* BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts I Publications Contact Us BCIS Site Map Links I Search ��f ii"s USERUser :PumI ju APProval t'� Product Approval Menu>Product or ADDlication Search>Application List>Application Detail FL# FL16952-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived U Product Manufacturer American Metals Supply,Inc. Address/Phone/Email 3119 Queen Palm Dr. Tampa,FL 33619 (813)242-8100 Santos.Gonzalez@americanmetals.us Authorized Signature Santos Gonzalez Santos.Gonzalez@americanmetals.us Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Do Kim the Evaluation Report Florida License PE-49497 Quality Assurance Entity PRI Construction Materials Technologies,LLC Quality Assurance Contract Expiration Date 05/24/2022 Validated By James L. Buckner,P.E.@ CBUCK Engineering PJ Validation Checklist-Hardcopy Received Certificate of Independence FL16952 R2 COI certificate of independence.odf Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1504 1507.4 1609 2002.4 Product Approval Method 1 Method 2 Option B Date Submitted 01/10/2018 c Date Validated 01/15/2018 Date Pending FBC Approval 01/21/2018 Date Approved 04/10/2018 Summary of Products FL# Model,Number or Name Description 16952.1 3"Riser'Aluminum Roof Panels 0.024"and 0.030"thick x 3"x 12"wide riser roof panels Limits of Use Installation instructions Approved for use in HVHZ:No EL16952 R2 II 2017 FBC AMS 3 Inch Riser Pan Install Approved for use outside HVHZ:Yes Dwa.odf Impact Resistant:N/A Verified By:Do Kim PE 49497 Design Pressure:+48.6/-48.6 Created by Independent Third Party:Yes Other:For use in outdoor patio construction only.See Evaluation Reports installation instructions for other design limitations. FL16952 R2 AE 2017 AMS Evaluation Reoort.Ddf Created by Independent Third Party:Yes I I I Contact Us::2601 stair stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter j 455,F.S.,please click here. Product p Approval Acce ts: IT=W®ER® Credit Card Safe i I i I AMERICAN: , AMERICAN METALS SUPPLY-ALUMINUM ROOF PANELS PRODUCT APPROVAL DETAILS: 3119 Queen Palm Dr. AMERICAN 1 Tampa,FL 33619 • BLDG CODE: 6th Edition(2017)FLORIDA BUILDING CODE 'SUPPLY` (813)242-6160 • DO K I M HVHZ: NOT FOR USE IN HVHZ a ASSOCIATES,LLC LOCK PANEL$TOINSrALL • LIMITS OF USE: FOR PATIO USE ONLY. C O N S U LTI N G -CARPORTS STRUCTURAL -PATIO COVERS ENGINEERS -SUNROOMS -SCREEN ENCLOSURES Po Box 10039 -CANOPIES Tampa PE 33079 -OTHER SIMILAR MINOR STRUCTURES 0.750" Notes: RevJDa Desai tion 0I�54�I 1. Aluminum roof panels shall be of altuninum alloy 3105-HI or approved equal. g A,6 ISSUED o ( 2. Roof panel metal thickness tested:0.024"and 0.030". 3. Product materials conform to ASTM 8209. o m 4. All inside bend radii are 0.047 unless otherwise noted O 5. Standard Manufacturing Tolerances: F 0 Z30 Dimension+i-0.005 Radius+1-.005 Angle+1-I" 6. Product test report for 0.030"and 0.024"Thickness Rolled 3"RiserRoof Panels,Test Report No.: \ o /—Ris (tYP.) E9946.01-401-44,Oct 2,2015.ASTM E3301E330M-14.Architectural Testing Inc.an Intertek 1/ s5' (NP.) company,2250 Massaro Blvd.,Tampa,FL 33619. 7. All product performance specifications and construction requirements shall be engineered by a licensed design professional in accordance with the Aluminum Design Manual,Spec(Rcadons& to Guidelines for Aluminum Structures,Washington,DC,for wind resistance in conformance to FBC ti w Chapter 16 for Components and Cladding Loads,ASCE 7-10 Chapter 30 for Roof Components and w I=- 5 RIBS PER PANEL, E0UALLY SPACED Cladding for Enclosed and Open Structures.Effective area for wind load calculations based on 36 —o, w O sq.feet(absolute value of controlling design pressure is shown on span tables). o: 8. Span schedule show maximum roof panel spans between supports.Max.span deflection limit U60. U) t z 9. Mean roof height of structure shall not exceed 15 feet above grade.Span tables for open structures w based on 5"max.roof slope.Span tables for enclosed structures based on 27"max.roof slope. WZ to 10. Each roof panel shall be connected per design professional's instructions,but shall have mm.of C ¢O or 0. (3)-#l0 SMS wiacoprene gasket and washer at each support point(ormher approved connection by U.Q 3"RISER ROOF PANELS design professional)w/min.0.040"thick,6063-T6 aluminum base metal. 0 o ai n. 0hco Exposure B ASCE 7-10 Ultimate Design Pressure Span Table Exposure C ASCE 7-10 Ultimate Design Pressure Span Table I z 0 4 OPEN STRUCTURES OPEN STRUCTURES L W Wind Speed Design Pressure 0.024"span(ft) 0.030'span ft Wind Speed Design Pressure 0.024"span(ft) 0.030"span ft U O CO H 110 18.4 10.00 12.00 110 22.2 9.73 12.00 osuwNBY: tux 120 21.2 9.85 12.00 120 25.0 9.38 12.00 CHECKED BY. ore scaLE, ASSHOWN 130 24.8 9.40 1200 130 30.0 8.67 11.44 DATE: 3115114 140 28.8 8.87 11.58 140 34.8 7.93 8.89 150 33.0 8.17 11.11 150 39.9 7.46 8.16 160 37.5 7.68 8.50 160 45.4 6.94 7.45 !!It:q lt9��" Rp4ti Ifo.4s0l'' •.I' Exposure B ASCE 7-10 Ultimate Design Pressure Span Table Exposure C ASCE 7-S0 Ultimate Design Pressure Span Table a: 00IUM�tu s L ENCLOSED ATTACHED STRUCTURES ENCLOSED ATTACHED STRUCTURES "o` a� :K Wind Speed Design Pressure 0.024"span(It) 0.030"span ft Wind Speed Design Pressure 0.024"span(It) 0.030"span It 6 btittarroiiaTerei 110 19.0 10.00 12.00 110 120 22.6 9.68 12.00 120 27.3 9.09 11.74 ssfONAL ���, 130 26.5 9.19 11.83 130 321 8.32 1L21 ThlsaenhasbeenetectrsIngnadandsealad armor 1-10.18 try 0oY m,eras,PEtMsdazeu&tevslrgatagttat 140 30.8 8.53 11.30 140 37.3 7.70 8.53 signattre:Pdntedcopies"rthlsdacummtmenot consIdeeedslgned and sealed and the signature 150 35.3 7.88 8.81 150 42.7 7.21 7.79 mustbetedaedonanyeles,oniccaples. Drawing No.-140316 160 40.2 7.44 8.11 160 48.6 6.49 7.05 roteot.toussso 0300 SHEET i OF r