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HomeMy WebLinkAbout20-22418 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 22418 BUILDING PERMIT " PERMIT INFORMATION LOCATION INFORMATION Permit Number: 22418 Address: 6814 OAKCREST WAY 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: OAK CREST ESTATES Est.Value: Parcel Number: 02-26-21-0250-00000-0110 Improv. Cost: 2,200.00 OWNER INFORMATION Date Issued: 1/31/2020 Name: RYMAN, KEVIN &TAMMY Total Fees: 82.50 Address: 36413 SR 54 Amount Paid: 82.50 ZEPHYRHILLS, FL 33541 Date Paid: 1/31/2020 Phone: 813-714-0962 Work Desc: CONSTRUCT SCREEN RM 12 X 36 CONTRACTORS . APPLICATION'FEES RYMAN CONSTRUCTION OF FLORIDA IN BUILDING FEE 82.50 I � 2o 10 Ins ections Re uired FO TER 2 D ROUGH LUMB MISC 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. RAC I URE PERMIT OFFI R P IT 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 �y Building Department Date Received Phone Contact for Permitting — Y g� ct Owner's Name �U N 11 //11� ��1 Owner Phone Number c�13 ( a r7 Owner's Address ?� C)P\L L.17.CSk W Owner Phone Number V - l G- ' �o Fee Simple Titleholder Name I OW of C111— Owner Phone Number Fee Simple Titleholder Addresscts VS-� / JOB ADDRESS 1 T w LOT# SUBDIVISION ©HrC. PARCEL ID# 2'Z& `-C)ZSO O0-01 O (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED E NEW CONSTR e ADD/ALT � SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE SFR Q COMM = OTHER C TYPE OF CONSTRUCTION = BLOCK QQ FRAME = STEEL = DESCRIPTION OF WORK sC ` ,CwN rJ BUILDING SIZE Z SQ FOOTAGE 4 G... HEIGHT BUILDING n, tz . � VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ ,. ` AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING Is it) t / =MECHANICAL $ y�) VALUATION OF MECHANICAL INSTALLATION /V =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BU ILDER �— COMPANY SD FEE CUR N� Address License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address 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 SIGNATURE REGISTERED Y/ N FEE CURREN Address License# 1111111111111111111111111111111111111111111111111111111111111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;k-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(3)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: (A/C 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 (Front of Application Only) Reroofs if shingles Sewers Service Upgrades•_.A/C.f, Fences(Plot/Survey/Footage) Driveways-Not over Ctftihfer.'f6Yi..pubiis'roadWays.needs OW ;ry,,,; _ :52: _i1:i a' '5'v� `i�� t= �f ,:)".Y.i a='• '.r 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 LENQr=R OR AN ATTORNEY BEFORE RECORDING Y CE OF COMMENCEMENT. FLORIDA JURAT(F.S. 7.03) OWNER OR A CON OR S sc ibed and swgyn tQ or me is Su sc ed and sw to or affirme b fore me this I d $.o by �"/ 2Q 7,0 by Who is/are personally known to me or has/have produced Who is/are personally known to me or as/have produced as identification. as identification. Notary Public � �'`^�� Notary Public Commission No. Commission No. Na a of(tlptaly ype AA A I Name of Notary typ �8tarRB TERRY o+i►a"°�a• TERRY , _ Y Public-StaN of Floilda a° •: Notary Public'-Sta!®of,�Florida n e • '= Commission N FF 958064 Commission+M ff 958064 %FOF F��;°•' MY Comm.Expires Apr 4,2020 O; �P;� My Comm.Expires Apr 4;2020 Bonded through-Natlonal.Notary Assn. Bonded through National.Notary Assn. City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: Site: 6 Permit Type: 6 Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet s al' be kept with the permit and/or plans. JAN 2.9 2020 Kalvi Vitzer—Plans Examiner Date Contractor and/or Homeowner {Required when comments are present} �f a - I. � �y _ - 1 4V I i 09 1 HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND FBC 6TH EDITION RESIDENTIAL AND EXISTING General Notes 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 5. EQUIVALENT DENSIITY SCREEN MESH ONLY UNLESS NOTED BUILDING A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.).EWS INTO WOOD FRAMING SHALL BE OTHERWISE. `� '�. I. ALL CONCRETE'GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.lAG BOLTS PROVIDED WIDT HSP LOT HOLES AVING DIAMETER NOT 6. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 PSI MINIMUM. 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THE BOLTOR SCREW.ALL LAG BOLTS AND SCREWS HALLO BE 7. ENCLOSED ADDITIONS TO MANUFACTURED HOMECTOR&BUILDING R OT ` s MINIMUM,3 1R"NOMINAL THICKNESS. IN PILOT HOLES BY GRESS PER HUD (� o • ¢`' 3. 3000 PSI FIBTh ACTH(3/4"PER CUBIC YARD MIN I IUSED CIRCUMSTANCES Y DRIVING WITH A HAMMER DER NO THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY APPROPRIATE ACI AND ASTM REQUIREMENTSOUTSIDE FROM ALL BEDROOMS IS LESS THAN 35',AND,SO THAT '� " • IN LIEU OF WEL DID WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED INa J °"_ Z 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 OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE.NON-HABITABLE W e ALL SLABS TREATMENT OF SOL BENEATH SLAB IS NOT REQUIREMENTS AND ALLOWABLE LOADS E AND SHALL ONLY j REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME BE APPLIED IN CONDITIONS ACCEPALL LE TO SUNROOMSORHABITABLELIWNGSPACEMAYBEARDOOR WAS LOCATED AS LONG AS A NEW EXIT DOOR IS S ADDED AND MEETS ,ys STRUCTURE.NOSL WOOD FRAME STRUCTURE MAY BE BULT MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE 0 ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE 8.ALL FASTENERS#5 OR BETTERCONNECTING ALUMINUM COMPONENTS OR ZINC PLATED. THE REQUIREMENTS OF HUD 3280.105. PRO 10 � SOIL FOR WOOD DESTROYING ORGANISMS. 5. ALL REINFORCING SHALL CONFORM TO AS A615,BE GRADE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 ENGINE 0 � � 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL FOR USE WITH ACQ OTHERWISE NOTED ON PSLANS,URE TREATED WOOD,OR DESCRIPTION: SCREEN ROOM&CONCRETE David W. Sin �'• • BE 3000 PSI MIN. 2"MINIMUM.THICKNESS. 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. FLORIDA LICENSE NUMBER:53608 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS DESIGN DATA: FOLLOWING: G-185. OPC(PORTLAND CEMENT TYPE I,-ASTM C 150). 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH Thomas L. Hanson P.E. AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN UNLESS NOTED OTHER WISE.ER-TO-EDGE SHALL BE 1/2" NOMINAL DESIGN WIND SPEED Vasd: 110 MPH 3/4". 2. RISK CATEGORY: I AIR ENTRAINING+1-1%-ASTM C 260. FLORIDA LICENSE NUMBER 38654 WATER REDUCING AGENT-ASTM C 494. E.REFERENCE STANDARDS: 4. INTERL EXPOSURE:EICIENT: +/-0.18 CLEAN POTABLE WATER. ASTM E 119 S. WIND LOADS: WIND LOADS FOR ALLOWABLE STRESS ASCE 7-10 DESIGN:0.6 Myron Max Neal P.E. OTHER ADMIXTURES SHALL NOT BE PERMITTED. ASTM E 1300 FACTOR APPLIED TO 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. 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 SOLID ROOF(MWFRS): 20 PSF FLORIDA LICENSE NUMBER:86663 SCREEN WALLS: 23 PSF 2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM C94 ASTM C150 COMPONENT&CLADDING PRESSURES: RECOMMENDATIONS. ASTM C33 ROOF ZONE 1: 8.9/-21.8 PSF, ZONE 3: 8.9/-55.0 PSF Joel Falardeau P.E. 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM C260 WALLS ZONE 4: 21.8/-23.6 PSF, ZONES: 21.8/29.10 PSF CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM C494 -FLORIDA LICENSE NUMBER:70667 VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE KING• ASTM A615 STALLING OR OTHER DETERIORATION. ASTM A185 6. FOUNDATIONS PER"A"OF GENERAL NOTES AND SITE SPECIFIC DETAIL Erik Stuart P.E. FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) B.MASONRY: 6TH EDITION 7. SOLID ROOF TYPE:3"x.024 COMPOSITE PANEL ROOF,FL 7561 ORE QUIV. FLORIDA LICENSE NUMBER:77605 I.CONCRETE MASONRY UNITS(CMU)SHALL.BE STANDARD CURRENT ALUMINUM DESIGN MANUAL HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON F.ABBREVIATIONS: FBC Plans&Engineering TYPE M OR S MORTAR THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED ALL MORTAR SHALL.BE OF TYPE M OR S. TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT Services,Inc. 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. ALUMINUM STRUCTURAL MEMBERS 6272 Abbott Station Drive Unit 101 MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 1.TYP p__TYPICAL Zephyrhills,fl.33542 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 2.SIM--SIMILAR HOLLOW SECTIONS Phone:(813)788-5314 REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 3.UON--UNLESS OTHERWISE NOTED Fax:1-(866)-824-7894 HEIGHT. 4.COOT--CONTINUOUS 2"x 2"x 0.044" Website:www.fbcplans.com 5.VIF--VERIFY IN FIELD 2x2:---------------"---------------------3"x 2"X 0.050" C.ALUMINUM: 3 x 2:-------------------------------------- 2" C.O.A.-#29054 2x3: x3"x0.050., I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE G.RESPONSIBILITY: 2"x3"x0.070" DATE:01/04/2020 MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 1.ALL SITE WORK SHALL BE PERFORMED BYA LICENSED 2 x 3:___________ " MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 4: -------------------------------2 X 4"X 0.050" DRAWN BY: MARK DUNN SR 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF CODES,LOCAL ORDINANCES,ETC. -----2"x 5"x 0.050° ------------------ 0.024"SHALL APPLY. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x 5: REVISION: DATE: 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN OPEN BACK SECTIONS SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD RO 1 STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONDITIONS. 1 x 2;_______________________________________ 1"x 2"x 0.040" ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE ___________________1"x 3"x 0.045" RO 2 FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE lx 3: MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, CONTRACTOR SNAP SECTIONS TI"i pREVAILI INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE,6TH 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED 2"X 2"x 0.045" L COMPLY EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 ON INFORMATION PROVIDED BY THE CONTRACTORAND 2 x 2 Snap:-------------------- 4 'NOR SHAL RO 4 ALUMINUM). MANUFACTURER. 2"x 3"x 0.050" ism— DA BUILDING CQDE, 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR S.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 2 x 3 Snap: ___2„x 4"x 0.045" "?vJ FL ----------------- PRESSURE TREATED LUMBER PROVIDE DIELECTRIC LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 4 Snap: ���I(iCODE, JOB# 191230_334 ENGINEERING PRACTICES. '4` W t c •" 5. SEPARATION. SHALL BE STITCHED WITH NO LESS SELF MATING(SMB) ;u k •" JOB NAME &ADDRESS: THAN#10 SMS 6"FROM THE KIDS AND 12"ON CENTER,IF H.MISCELLANEOUS: 2"x 4"x 0.044"x 0.100' 2 x 4 SMB:-------- g USING#12 SPACING MAY BE 24"ON CENTER 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 5 SMB: -- 2"x 5"x 0.050"x 0.118" RYMAN 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 56 SMB:---------- 2'x 6"x 0.050"x 0.120" 6814 OAKCREST WAY SHALL BE IDENTIFIED WITH A DECAL ESSENTLALLY STATING WITHOUT A MANUFACTURER'S HOST BEAM. 2"x 7"x 0.057"x 0.120" R r�i"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT 2x7SMB:--------------------- YRHILLS,FL 33542 SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL 2x8SMB:---------------------- 2"x 8"X 0.072"x 0.224"VISIBLE WHEN PANEL IS INSTALLED• LOADING IS PLACED ON THE MANUFACTURED HOME. 2X9SMB:----- ------ 2 X 9'X 0.072"X 0.224" geio D.FASTENERS: 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 10 SMB:------------------- 2"x 10"X 0.092"x 0.374" P RACTOR. 1.AIM,LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 300 18-8,WITH STANDARD FLAT WASHER UNLESS BARRIER REQUIREMENTS OF THE FBC 6TH EDITION AN CONSTRUCTION MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE R 4501.17.1 IN ITS ENTIRETY. WITH ACQ PRESSURE TREATED WOOD. 3.DOOR LOCATIONS MAYBE DETERMINED IN THE FIELD BY 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD CONTRACTOR FLAT WASHERS AND NUTS. 4.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HLTI,RAWL, HAVE EPDXY ADHESIVE TO CONCRETE OR 1F USING GROUT, ENGINEERS TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. ENSURE BONDING AGENT IS USED FIRST. 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE NOTES HOT DIPPED GALVANIZED. 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 AND EXISTING BUILDING EXISTING BLOCK HOUSE oo e,.r ' ,> B_L_OC_K_W_A_L_L_ LiI - ; - T---------- "� ------------------ FASCIA ® n I ENGI o ! I PROPOSED L David W. Smrth.P.E., EXISTING w oa I¢ SCREEN I FLORIDA LICENSE NUMBER:53608 CARPORT 4 Q ROOM I ca :W I w' II Thomas L. Hanson P.E. I N L---------------8x8 I ! FOOTER FLORIDA LICENSE NUMBER:38654 - 2x3 EDGE BEAM 111 L..-..-..-..-..-..-..-..-..-..-. -..-..-..-..-..-..-..-..-..-..-..-..-..J Myron Max Neal P.E. 30'-0" -4 1'-0"O.H.TYP. FLORIDA LICENSE NUMBER:86663 PROPOSED 3"x.024"COMPOSITE Joel Falardeau P.E. PANEL ROOF,FL 7561 OR EQUIV PLAN VIEW -FLORIDA LICENSE NUMBER:70667 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 Website:www.fbcplans.com C.O.A.-#29054 HOUSE O.H. DATE:01/04/2020 FASCIA ATTACH DRAWN BY: MARK DUNN SR 3"x.024"COMPOSITE PANEL ROOF,FL 7561 OR EQUIV. REVISION: DATE: 2x3 2x3 END BEAM 2x3 EDGE BEAM RO 1 EXISTING mM �„ N M x x x x x x RO 2 BLOCK 9 N RO 3 HOUSE ao 2x3 TYP. RO 4 2x3 TYP. ,�_ N iv 1x3 TYP. K P.TYP. 1x3 TYP. „� ------ I ------------ -------------- -------------- -------------- ------------ JOB NAME &ADDRESS: ---------- --------- I�6-0 6'-0" 6'-0" 6' 0" 6' 0" RYMAN 4"CONC.SLAB w/8x8 FOOTER 6814 OAKCREST WAY SIDE ELEVATION FRONT ELEVATION ZEPHYRHILLS,FL 33542 CONTRACTOR: RYMAN CONSTRUCTION PLANS & ELEVATIONS #10 TEK SCREW W/1-114"0 NEO-PRENE COMPOSITE I HEREBY CERTIFY THAT I HAVE REVIEWED EXISTING HOST STRUCTURE WASHER @8'O.C.PER PANEL(USE PANEL ROOF #10 TEK SCREW W/1-1/4"0 NEO-PRENE THIS PLAN AND FOUND IT TO BE IN SCREW LENGTH EQUAL TO COMPOSITE WASHER @ 8"O.C.PER PANEL(USE COMPOSITE PANEL ROOF COMPLIANCE WITH ASCE 7-10AND FBC 6TH PANEL THICKNESS PLUS 1"MIN.) SCREW LENGTH EQUAL TO COMPOSITE EDITION RESIDENTIAL AND EXISTING BREAK FORM HEADER OR PANEL THICKNESS PLUS I"MIN.) BUILDING ` `% 111 I RECEIVING CHANNEL EDGE/END BEAM �� "s ej I #10 SMS @ 8"O.C. IS THE SIZE !♦ Q 4,. 3"COMPOSITE C AS UPRIGHT * r _ PANEL ROOF o e Ci 1!1 s 2x SMB/PATIO FASTEN 1-1/2"WIDE x 6"LG. i Z EDGE/END BEAM PER PLAN JP Q. J x.125 THICKNESS STRAP _ ; CONNECTING EDGE BEAM TO 2x SMB/PATIO UPRIGHT w/(4)#10 x 3/4"TEKS EDGE/END BEAM PER PLAN TOP&BOTTOM EA.CONNECTION @ v" 4 4" P I T ESIDE. #10 X INTO SCREW BOSS 2x2x.125x BEAM DEPTH O N @ A I I I I ( ) ,g • • ANGLE w/(3)#10x3/4"EA.LEG 2x OR PATIO UPRIGHT #10 SMS@8"O.C. I I- 2x_ PATIO UPRIGHT 1-1/4" 1/4"X 2"LAG SCREWS(2)ROWS STAGGERED 24"O.C. PER PLAN I I PER PLAN ENGINE F' (MIN) CONNECTING HEADER OR CHANNEL TO FASCIA. /0 t %• OPTION#2 OPTION David W. Smi `�.E. COMPOSITE PANEL ROOF TO FASCIA #1 FLORIDA LICENSE NUMBER:53608 CONNECTION DETAILS COMPOSITE PANEL ROOF, POST, AND EDGE/END BEAM CONNECTION DETAIL Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER:38654 2X2 MIN. Myron Max Neal P.E. ALUMINUM COIL KICK FLORIDA LICENSE NUMBER:86663 PLATE ATTACHED TO HINGE LOCATION ALUMINUM MEMBER 1 1 F z 2X EDGE/END BEAM ~z PER PLAN BLOCK WALL W/(1)#10 X 3/4"TEK I I t? SCREW @ 12"O.C. I I a a iu o! Joel Falardeau P.E. FLORIDA LICENSE NUMBER:70667 •-- q • HINGE LOCATION % Erik Stuart P.E. ---- 1/4"0 X 2"MIN.EMBEDMENT jj FLORIDA LICENSE NUMBER:77605 MASONRY ANCHOR 6"FROM ALUMINUM COIL I UPRIGHT OR BEAM 2"X 2"X 1/8"X'BEAM DEPTH' I TOP AND BOTTOM AND 24"O.C. KICKPLATE SNAP OR SELF FBC Plans&Engineering RECEIVING CHANNEL • MATING OR HOLOW HINGE LOCATION W/(1)1/4"0X2"MIN.EMBEDMENT 1 Services,Inc. MASONRY ANCHOR IN TO WALL 6272 Abbott Station Drive Unit 101 Phone NOTES: W/(4)#10 X 3/4'TEK EACH 1.HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10X " Phone 1X OR 2X IF VINYL SIDING USE P hills,6.33542 SIDE INTO BEAM PER PLAN 1 • MIN.2x2x.044 VERTICAL 314 :(813)788-5314 TEK SCREW MINIMUM. Fax:1-(866)-824-7894 UPRIGHTS,24"O.C.MAX. 2.DOOR SHALL BE ATTACHED TO ENCLOSURE W/(2)HINGES Website:www.fbcplans.com MINIMUM. C.O.A. #29054 END BEAM TO BLOCK HOST STRUCTURE DETAIL ALUMINUM COIL OR VINYL SIDING KICK PLATE 3.HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 X 314• TEK SCREW.FASTEN A 1"X2"X0.044•TO UPRIGHT DATE:01/04/2020 TO ALUMIUM MEMBER W1#12 X 1-1/2"TEK SCREW @ 12"O.C.AND WITHIN 3"FROM DRAWN BY: MARK DUNN SR END OF THE UPRIGHT. TYPICAL SCREEN DOOR CONNECTION DETAIL REVISION: DATE: RO 1 R02 OPTION#2 2"X 2"X 0.125"ANGLE RO 3 1-112"X 2-1/8"X 1-1/2"X 0.062" ie.fm4I 2x3 ALUM.UPRIGHT ALUMINUM INTERNAL OR IX OPEN BACK R04 OPTION#1 EXTERNAL RECEIVING CHANNEL ALUMINUM i , (3)#10 X 3/4"SMS FASTENING COLUMN TO PRIMARY ANGLE W/(4)#10 X 3/4"TEK SCREW POST (TYPICAL EACH SIDE) (4)#10X1-1/2-- INTO BEAM OR UPRIGHT AND PER PLAN (1)#5 REBAR CONTINUOUS ON TEK SCREW INTO I I (2)#12 X 3/4"TEK SCREW EACH FASTEN IX OPEN 3"CHAIRS,25"MIN.OVERLAP, ° ° JOB NAME &ADDRESS: SCREW BOSSES I I LEG INTO GIRT OR PURLIN X3 BASE MEMBER I I BACK TO ALUMINUM ALL JOINTS. (TYPICAL EACH SIDE) RYMAN TEK SCREW,3"FROM ;' . :•,:° TR 6814 OAKCREST WAY 2X PER PLAN i I 2X PER PLAN TOP AND BOTTOM �..,..';; : = (1)3/8"0 CONCRETE SCREW ZEPHYRHILLS,FL 33542 ----_--- -------- AND 12"O.C. ; ' ANCHOR INTO ANGLE I �'; 'y' ' t" AND 1/4"0 CONCRETE SCREW CONTRACTOR: 2"X 2"X 0.062"ANGLE 1 I UPRIGHT OR BEAM, 8„ ANCHOR @ 24"O.C.BETWEEN COLUMNS. W/(2)#12 X 3/4"TEK 1 I 3"(MIN.) (TYP EACH SIDE) SCREW EACH LEG I I SNAP OR SELF MATING MIN.EMBEDMENT SHALL BE 2-3/4" RYMAN CONSTRUCTION 1 I OR HOLLOW 8x8 FOOTER OPTION#3 IX OPEN BACK TO 2x3 UPRIGHT CONCRETE BASE CONNECTION CHAIR RAIL AND GIRT CONNECTIONS ALUMINUM POST DETAIL ENGINEERS NOTES