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HomeMy WebLinkAbout23-56495335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 To 'R 11111 'T B 05649-2023 Issue Date: 02/1712023 I W 11 1 1 m=m7n= mm��� oll 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 FIE IT OFFICE f 12 #1011LIM:1*011 [OIL, a ZkO] J, WTI UA 9: 1:4 813-780-0020 City of Zephyrhills Permit Application Fax-813-78a0021 TAX Building Department Date Received 5/ Owner's Name4? Owner's Address )q Owner PftoRe Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS i e 1c," lkio fiz LOT # SUBDIVISION PARCEL to# (OBTAINED FROM PROPERTY /050 WORK PROPOSED �T NEW CONSTR INSTALL ADDIALT REPAIR NOTICE) SIGN DEMOLISH PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION Q BLOCK FRAME F---1 c,­ L__J __L 2 _1`' - DESCRIPTION OF WORK J7 J:W_1S0f( L BUILDING SIZE [1j:215= SO FOOTAGE HEIGHT =PLUMBING =MECHANICAL VALUATION OF TOTAL CONSTRUCTION AMP SERVICE PROGRESS ENERGY W.R,E.C. VALUATION OF MECHANICAL INSTALLATION =GAS 0 ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED Y/N "'C"'REN Y/N Address License # ELECTRICIAN COMPANY o"E SIGNATURE REGISTEREDFEE 01�RRINY/ N�� Address License E;;; FEE D PLUMBER COMPANY REGISTERED =DRR.N SIGNATURE Address License # MECHANICAL COMPANY SIGNATURE REGISTERED ;N E �CURRENY ( N� Address License # COMPANY E;;;� OTHER REGISTERED �FE. CU�RRE.�_� SIGNATURE 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, Fill out application completely. Owner & Contractor sign back of application, notarized If Over $2600, a Notice of Commencement is required. (A/C upgrades over $7500) .. Ag..t (f., eh. , P­ gf AR—y iru, the owner) WOUIC fie 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 Block7 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 IMPACTIUTILITIES 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 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 obtained a copy of the above described document and promise in good faith to deliver it to the 'owner' prior to commencement, CONTRACTOWWOWNER'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, Weiland 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 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, after, 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. FLORIDA JURAT (F,S, 117. • fill Subscribed and swo OW r 40time - 4 , ) before this b, t "3 who ,Slarepersally known tome orhas/have nrod L�� 'A 2 4 T� W 01� UK 00 r ag,:: x of I T Cr,L,oty Permit No. Parcel 10 No NOTICE OF COMMENCEME% State of -�- 1,A2,' j-(-\ County of THE UNDERSIGNED hereby gives notice that improvement will be mad tQ certain real propert , and in a cordance with h /d4o _ " j , Ater 713,,F ride to ute the following information is provided In this Notice of Commen t 0 /6 1. Description of Property: Parcel Identification No. Street Address: 2. General Description of Improvemen L"ec fif- -V, a"WT 3. Owner Inf ation or Lessee information if the Lessee contracted for the improvement: N me I Address City �t—ate— Interest in Property: Name of Fee Simple Titleholder., {!f different from Owner listed above) Address r City State 4. Contractor: Name i 1 f C hZj'l- X-d—dres,s Contractors Telephone No.: city State 5. Surety: Name Address State Amount of Bond., $ City Telephone No.: 6. Lender: Name Address City State Lenders Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 71135.11300(a)(7), Florida Statutes: Name Address City Telephone Number of Designated Person: State 8. In addition to himself, the owner designates of :to �recejv a copy of the Lienor'sNotice as provided in Se.,fion- 713A3(1')('b"), Florida Statutes. Telephone Number of Person or Entity Designated by Owner: 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction d fine! Lua ent o the contractor, but will be one year from the date of recording unless a different date is specified): COMMENCEMENT AND CAN NTMUSTBE 13 C SULT WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 7 3 1 3 ' FLORIDASTATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. OA NOTICE 1 OF COMMENCEMENT O MEN E E MUST BE 3U INTEND D To OBTAIN C M NG k4 RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU N EN AIN F NAN CONSULT YOU NOTICE 0 COMMENCEMENT. OMM C C T. WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDINGRN E F EN E ENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. s STATE OF COUNTY OF PART S CHEY NNE BROOKE HANCOCK Notary Pubill"tate of Florida CornrolisSion # HH 245726 Signature of 13wner or Lessee, orOwner's or Lessee's Authorized My Commission Expires Officer/Director/Partner/Manager March 28, 2026 Signatory's TitlelOfitce The foregoing instrument was acknowledged before me thisjLday of ILI 20-1 0 by (type of authority, e.g., officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed). Personally Known O�FR— Produced Identification D Notary Signature Type of Identification Produced Name (Print) VAY RECORD SURVEY (FINAL) LOT 105 HIDDEN RIVER PHASE ONE A PASCO COUNTY, FLORIDA. PREPARED FOR & CERTIFIED TO, NORTH AMERICAN TITLE CO. NORTH AMERICAN TITLE INSURANCE CO. X_VJ- DOMENICKACOSTA,jR. NYDIA MARIA VILLAFANE Aj Lu I ti Z N -_j 0 —_j C 1 SEC. 24 Twp. 26 E SEARING EiAsis: NORTH BOUNDARY OF SUBJECT PLAT BEI N THIS SURVEY IS SUBJECI MAY BE DISCLOSED BY ) TITLE SEARCH, ALSO SUE EASEMENTS AND RESTRIC UNDERGROUND FOOTER.: UNDERGROUND UTILITIES SHOWN, oj DO NOT SCALE THIS PRII, NOTES TAKE PREFFRENCE DESCRIPTION NOT CONTAI PAGE INDICATES THAT PL STAGE AND IS SUBJECT REVISION, CERTAIN DATA SHOWN HE ENGINEERING PLANS PROM STRUCTURE TIES SHOWN ! MEASUREMENT FROM FORT TO PROPERTY LINE, PURPOSE OF SURVEY -TO ANDIOR VERTICAL DIMEN! CONSTRUCTION IMPROVEM 10' DRAINAGE/UT tit LOT 104 N SIR S 89'3658" E (P&M) 11 O.0Q' e-70.7, — --- tIQ 1.01 I CoNc _-1.0' 376' WALK z 1.0 cov i Fa 37.7' CONO FCM 4X4' ; vg* f6goo 1 STORY WY SONRNCE RZSIDE #31,92 "w * I Q� LOT 105 )v 1 'o 170.00, LOT 106 F4I, 'vo ',/,a I LLLLLLLL - * - - - - I DESCRIPTION: LOTMAP OR PLAT ENTITLED -HIDDEN RIVER PHASE ONE A" AS RECORDED IN PLAT BOOK 074, PAGES. 101 THROUGH 121, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. L I. NATIONAL GEODE DATUM OF 1929 1 PXIPI = r)n (in C General Notes A. CONCRETE & FOUNDATION DESIGN: 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 PSI MINIMUM. 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI MINIMUM, 3 1/2" NOMINAL THICKNESS. 3. FIBERMESH (3/4" PER CUBIC YARD MIN.) MEETING APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED IN LIEU OF WELDED WIRE MESH 4. ALL SLABS ON GRADE SHALL BE 4" THICK WITH FIBERMESH. 5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE 60 (60 KSI MIN.) DEFORMED BARS, #3 BARS MAY BE GRADE, 40 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL BE 3000 PSI MIN., 2° MINIMUM. THICKNESS. 7, SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. S. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING: OPC (PORTLAND CEMENT TYPE L- ASTM C 150). AGGREGATES - #6 STONE, ASTM C 33 SIZE NO. 67 LESS THAN 3/4", AIR ENTRAINING +/- I % - ASTM C 260. WATER REDUCING AGENT - ASTM C 494. CLEAN POTABLE WATER. OTHER ADMIXTURES SHALL NOT BE PERMITTED. 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. 10. PREPARE & PLACE CONCRETE ACCORDING TO AMERICAN CONCRETE INSTITUTE MANUAL STANDARD PRACTICE, PART 1, 2, & 3 ALONG WITH HOT WEATHER CONDITIONS RECOMMENDATIONS. 11. IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, CONCRETE SHALL BE A MINIMUM OF 4" IN THICKNESS, VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, SPALLING OR OTHER DETERIORATION. B. MASONRY: t. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE M OR S MORTAR. 2.ALL MORTAR SHALL BE OF TYPE M OR S. 3_ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 4.PROVIDE? CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN HEIGHT. C. ALUMINUM: I. AI,L STRUCTURAL ALUMINUM SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A MINIMUM THICKNESS OF 0.040" FOR SUPPORTING MEMBERS. 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 0.024" SHALL APPLY. 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO "PART I -A - SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE STRESS DESIGN" OR "PART I-B - SPECIFICATIONS FOR ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE FACTOR DESIGN" OF THE ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, INC.WASHINGTON B.C. THE FLORIDA BUILDING CODE 7TH EDITION ( CHAPTER 16 STRUCTURAL DESIGN & CHAPTER 20 ALUMINUM). 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL, OR PRESSURE TREATED LUMBER PROVIDE DIELECTRIC SEPARATION. 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS THAN Al 0 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF USING #12 SPACING MAY BE 24" ON CENTER. 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEY I SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH". DECAL SHALL BE PLACED SO IT IS VISIBLE WHEN PANEL IS INSTALLED. 7. i"X2"X0.045" NON-STRUCTURAL MEMBERS SHALL BE ATTACHED TO HOST WITH 1/4"0 X 1-3/4" EMBEDMENT & 24" O.C. MASONRY SCREW FOR CONCRETE & EQUIVALENT SIZE WOOD SCREW WHEN IN WOOD & #10X 1/2" EMBEDMENT SMS OR TEK SCREWS IN ALUMINUM MEMBERS TYPICAL. D. FASTENERS: I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 300 18-8, WITH STANDARD FLAT WASHER UNLESS MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD. 2 HEX BOLTS HAS TO BE ASTM A 325, PLATED WITH STANDARD` FLAT WASHERS AND NUTS. 3. ALL CONCRETE SCREWS SHALL BE, SIMPSON, HILTI, RAWL, TAPCON, REDHEAD, DYNABOLT, PORTECT OR APPROVED EQUAL. 4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SFIALL BE HOT DIPPED GALVANIZED. 5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X BOLT DIAMETER INTO STRUCTURAL FRAMING (G=.42 MIN.). 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CIRCUMSTANCES BY DRIVING WITH A HAMMER. 7. ALL EXPANSION ANCHORS SHALL BE DESIGNED IN ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE GRADE #5 OR BETTER ZINC PLATED. 9. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 18-8, UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES FOR USE WITH ACQ PRESSURE TREATED WOOD, OR OTHERWISE NOTED ON PLANS. 9. ALL FASTENERS SHALL COMPLY WITH ASTM A153. 10. ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS G-I85. i 1. FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2" UNLESS NOTED OTHER WISE. ASTM E 119 ASTM E 1300 CURRENT ASCE 7 CURRENT ALUMINUM DESIGN MANUAL -AA ASM35, AND SPEC. FOR ALUMINUM PART I -A, & I-B ASTM C94 ASTM C150 ASTM C33 ASTM C260 ASTM C494 ASTM A615 ASTM A185 FLORIDA BUILDING CODE 7TH EDITION (CHAPTERS 16,20 & 23). THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. I. TYP --TYPICAL 2. SIM -- SIMILAR 3. UON -- UNLESS OTHERWISE NOTED a. CONT -- CONTINUOUS 5. VIE -- VERIFY IN FIELD G. RESPONSIBILITY: 1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDINANCES, ETC. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN DRAWINGS, FABRICATED ITEMS, OR ACTUAL FIELD CONDITIONS. 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 'SUNROOM' ROOM ADDITION ELEMENTS AS PROVIDED BY THE CONTRACTOR. 4. ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED ON INFORMATION PROVIDED BY THE CONTRACTOR AND MANUFACTURER. 5. ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A LICENSED P E. IN ACCORDANCE WITH STANDARD ENGINEERING PRACTICES, H. MISCELLANEOUS: L ALUMINUM ADDITIONS ARE NOT TO BE INSTALLEI? ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPARATE 4TH WALL SUPPORT SYSTEM MUST BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. 2 IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA, THE ENCLOSURE SHALL COMPLY WITH RESIDENTTIAL SWIMMING BARRIER REQUIREMENTS OF THE FBC 7THEDITION R 4501.I7 IN ITS ENTIRETY. 3, DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY CONTRACTOR. 4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, ENSURE BONDING AGENT IS USED FIRST AND ADHERED WITH MINIMUM 3000 PSI GROUT. SCREENING MATERIAL SHALL BE 18X14X0.013 OR EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED ON DRAWING S-2. ALL STRUCTURAL POST SHALL BE ANCHORED TO AN EXISTING/PROPOSED CONCRETE FOUNDATION FOR UPLIFT PURPOSES. SUNROOM CAT, 1 DESIGN DATA: I. ULTIMATE DESIGN WIND SPEED Vuit, (3 SECOND GUST): 130 MPH NOMINAL DESIGN WIND SPEED Vasd: 101 MPH 2. RISK CATEGORY: I 3. WIND EXPOSURE: B 4. WIND LOADS: SCREEN ROOF: NIA SCREEN WALLS (WINDWARD): 23 PSF SCREEN WALLS (LEEWARD): 20 PSF SOLID ROOF: 20 PSF 5. FACTOR APPLIED TO SCREEN WIND LOADS FOR 18X14X0.013 OR EQUIVALENT DENSITY SCREEN MESH: 0.88 6, FACTOR APPLIED TO SCREEN WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 7. LIVE LOAD: 300 1b. VERTICAL DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. 2001b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. 10 PSF VERTICAL DOWNLOAD ON SOLID ROOF. 8. SCREEN ROOF TYPE: N/A 9. SOLID ROOF TYPE: ELITE EPS COMPOSITE PANEL ROOF FLORIDA PRODUCT APPROVAL, FL 756I-R5. 10. PROPOSED FOUNDATION (SEE S-2 FOR SIZE AND LOCATION) SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE rawflauglum •. [ a m 2 x 2:---------------------------------------2" x 2" x 0.044" 2 x 3:---------------------------------------2" x 3" x 0.050" 2 x 4:---------------------------------------2" x 4" x 0.050" 2 x 5:---------------------------------------2" x 5" x 0.050" 3 x 3:---------------------------------------3" x 3" x 0.125" y s 1 x 2:---------------------------------------- 1" x 2" x 0.040" 1 x 3:----------------------------------------1" x 3" x 0.045" SNAP SECTIONS 2 x 2 SMS:----------------------------------2" x 2" x 0,045" 2 x 3 SMS: ---------------------------------2" x 3" x 0.072" 2 x 4 SMS:--------------------------------- 2" x 4" x 0.045" 3 x 3 SMS:--------------------------------- 3" x 3" x 0.090" N�EX: 3-1 GENERAL NOTES 3-2 DRAWING 3-3 DETAILS 3-4 DETAILS JA UJ+fftdtltiti644llt��t PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD: David W. Smith P.E. FLORIDA LICENSE: 53608 Thomas L. Hansen P.E FLORIDA LICENSE: 38654 A/ Ian J. Foster P.E. FLORIDA LICENSE: 93654 Joel Falardeau P.E. FLORIDA LICENSE: 70667 Erik Stuart P.E. FLORIDA LICENSE: 77605 Services, Inc. 5344 9th Street ZephyrhiIls, FL 33542 Ph# (813)838-0735 Fax# 1-(866)824-7894 E-mail-erb@fbcplans.com Web site-www.fb cpl ans.com C.O.A.429054 DATE: 01/17/2023 leby VMtN3'ALS I REVISION: DATE: ' C RO 1 I• i I:• Z�Z! ALL WORKSHAUL (� U ._PI_, VI TH PR , �,lLIN job# 23_0117_322 CODES a �� D A 6U Di G C,0 E, PROJECT ADDRESS: AND THE 0y.s'[r.Iz,aaII - S 3192 MOULDEN HOLLOW DR '�i2a,.'� ft ZEPHYRHILLS, FL 33540 SELF MATING (SMB) "j j 2 x 4 SMB:---------------------- 2" x 4" x 0.044" x 0.100" ) w 2 x 5 SMB:---------------------- 2" x 5" x 0.050" x 0.118" 2 x 6 SMB:---------------------- 2" x 6" x 0.050" x 0.120" µ 2x7SMB:- 2" x 7" x 0.057" x 0.120" f 2 x 8 SMB:---------------------- 2 x 8" x 0.072" x 0.224" 2 x 9 SMB:---------------------- 2" x 9" x 0.072" x 0.224" 2 x 10 SMB:------------------- 2" x 10" x 0,092" x 0.374" TUBE SECTIONS 2 x 2:---------------------------------------2" x 2" x 0.090" / UPRIGHT SECONDARY ANGLE MIN (4) #10 X 3/4" SMS .125" THICK (NOT~ REQUIRED FOR 2X3 / FASTENING SECONDARY Z ANGLE TO COLUMN (TY MEMBER) Lj EACH SIDE) I PRIMARY 2" X 2" X 0.125" ANGLE #12 SMS W/ 1"0 NEO-WASHERS (B) - CONCRETE SCREW (4)#10SMSW/ RISER C2) #10X3/4"SMS FASTENING ANCHOR INTO SECONDARY F L B" O.C. (USE SCREW LENGTH 3/4" WASHERS ANGLE(TYP EACH SIDE) (SEE COLUMN TO PRIMARY ANGLE ..... .. EQUAL TO COMPOSITE PANEL 0 CTYP EACH SIDE) PER12"PANEL TABLE) S 1.0 THICKNESS PLUS (1) INCH) OPTION #2 S OPTION #1 0 1" X 2" BASE MEMBERgtttt SEE DETAIL C2 FOR CTYP EACH SIDE) C4)#10 x 1 Z" SMS RECEIVING CHANNEL SMB/PATIO RISER PANS INTO SCREW —OR ANGLE EA. SIDE (typ) ANCHOR SPA (1) - CONCRETE SCREW (SEE PROFESSIONAL ENGINEER SEAL END BEAM BOSSES (.0625" THICKNESS) (MIN) (TYP)(SEE TABU) A TABLE) ANCHOR INTO PRIMARY ENGINEER OF RECORD: PER PLAN Detail C2 ANGLE AND @ 1/4" 0 CONCRETE (4) #10 X 3" WCMIN)- SCREWANCHOR@ David W. Smith P.E. INTO SCREW 24" D.C. BETWEEN COLUMNS FLORIDA LICENSE: 53608 BOSS '-----CONTINUOUS EDGE BEAM 2"X2" OR 2"XT' SMS PAT 0 PURLIN OR GIRT (typ) EA, LEG) QTOTAL UPRIGHT OPTIONAL 1" X 2" FASTENED 6 SCREWS R.C. (8) PER PLAN Detail C3 TO COLUMN WITH (2) #10 X 2" SCREWS ANGLE EA. SMS INTO SCREW BOSSES CONNECTION) (2) - 1/4" 0 MACHINE POST AND FASTENED TO EDGE BOLTS WITH 3/4" BEAM WITH (1) #10 X 1-1/2" WASHERS THROUGH SMS WITHIN 6" OF COLUMN POST AND EDGE BEAM AND @ 12" O.C. MAX NOTE: EDGE BEAM (SEE SHEET S-2 FOR SIZE) SHALL BE ORIENTED IN DIRECTION SHOWN. PURLIN OR GIRT TO BEAM OR POST DETAIL SCALENTS �S-3 SEE DETAIL C3 FOR ALTERNATICE END BEAM CONNECTION TO PATIO UPRIGHT .1117 PANEL III MllE .17AIII 11111M.11M11 11E7ATT Column Size 1/4"& 3/8" 0 Concrete Screw Anchor B Min. Spa 2x3-1/4" 0 011 2x4-1/4" 1 3" 2x5-1/4" 1 3" 2x6-3/8" 1 4" 2x7-3/8" 1 5" 2x8-3/8" 2 3" 2x9-3/8" 2 4" 2x 10-3/8" 2 4.5" NOTES: (1 1 r EACH SIDE} 1. NUMBER OF ANCHORS "B" IS EACH SIDE INTO THE SECONDARY Thomas L. Hanson P.E ANGLE AND DOES NOT INCLUDE THE ANCHOR INTO THE 1X2. FLORIDA LICENSE: 38654 2. MINIMUM EMBEDMENT OF ANCHORS INTO CONCRETE FOOTING SHALL BE 2-3/4" AT AT ALL UPRIGHT LOCATIONS. ALL SCREW Ian J. Foster P.E. LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT FLORIDA LICENSE: 93654 LENGTH FOR REQUIRED EMBEDMENT INTO CONCRETE FOOTING WHEN A PAVER DECK IS PRESENT. Joel Falardeau P.E. 3. CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON THOSE LISTED FLORIDA LICENSE: 70667 ON S-1, D. FASTENERS, OTHER BRAND & TYPE SHALL BE APPROVED BY ENGINEER, Erik Stuart P.E. 4.2X3W/IX2 CORNER POST SHALL REQUIRE SAME BASE FLORIDA LICENSE: 77605 CONNECTIONS AS 2X4 SHOWN IN TABLE. S. IF FOR AN IN -FILL, TOP OF COLUMN CONNECTION SIMILAR IF �S-3 SCALE: �S-3 CONCRETE LINTEL. IF WOOD LINTEL SUBSTITUTE 1/4" 0 X 3" LAG SCREW FOR 3/8"0 LOT FOR BOTH PRIMARY & SECONDARY ANGLES. 6.2X2X.045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3 MEMBER. 2" x 3" OR LARGER UPRIGHT TO CONCRETE W/WO PAVER DETAILS SCALE:NTS FBC Plans & Engineering Services, Inc. 5344 9th Street Zephyrhills, FL 33542 Ph# (813)838-0735 Fax# 1-(866)824-7894 RECEIVING CHANNEL W/ 4" GUTTER BRACKET @ 2" X END BEAM (SEE E X ISTING E-mail-erb@fbcplans.com #14 X 4" SMS,1-1/4" NEOPRENE WASHER @8 O.0 PER PANEL 24" O.C. (3) #10 SMS @BOTH CONNECTION — SHEET MASONRY WALL T S-2 FOR SIZE), Website-www.fbcplans.com - . . POINTS GROUTED SOLID @ C.O.A.429054 7 77 CONNECTION _7 OPTION #1 SOLID ROOF-.:� 7 n:_- 00 ON GUTTER LIP 7 7 7 HINGE LOCATION--- 00 DATE: 01/17/2023 7, OPTION #2 SOLID ROOF 7 DRAWN BY: ST 2" x 2" EXTRUSION—, 2 2 EXTRUSION 7 ON GUTTER FACE - - - - -- - -- - 5" OR 7" SUPER 2" X 2 `X 1/8" X BEAM j REVISION: DATE: x � GUTTER RECEIVING DEPTH" RECEIVING RECEIVING CHANNEL CHANNEL W/ (1) 1/4" X 3" 71 RO 1 HINGE LOCATION—, DOOR (2)#12 X 1" SMS 1-1/4" NEOPRENE 'CO (2) 3/8" X 2 1/2" MIN. CONCRETE ANCHOR INTO /�4 X 2-1/2" MASONRY I SCREW WALL & (4) #10 X 3/4" SMS SCREW 3" FROM END & @ RO 2 WASHER @ 16" O.C. FACE OF GUTTER LAG SCREWS 24" 0 EACH SIDE INTO BEAM L 24" O.C. #10 X 171" SMS, (USE CONCRETE TAPCON FOR RO 3 8..1-1/4" NEOPRENE WASHER @O.C. PER CONCRETE APPLICATION IN LIEU OPTION #1 PANEL TOP AND BOTTOM OF SOLID ROOF OF WOOD APPLICATION) 2 X — END BEAM (SEE R04 SHEET S-2 FOR SIZE) job#23 0117 322 EXISTING HOST STRUCTURE (WOOD FOR COMPOSITE PANEL: #10 EXISTING PROJECT ADDRESS: HINGE LOCATION— OR MASONRY) SMS @ B" O.C. (TOP AND BOTTOM) FOR RISER PAN: (1) # 10 SCREWS MASONRY WALL ACOSTA 1-1/4" V,. PER PER 12" WIDTH CONNECTING PAN GROUTED SOLID @ — — — CONNECTION 3192 MOULDEN HOLLOW DR (2) #10 SCREWS PER 12" HEADER (TOP) ZEPHYRHILLS, FL 33540 NOTES: WIDTH CONNECTING PAN :7 —.7 - -- . - BEAM 2" X _" END BEAM 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) #10 x 5/8" SMS MINIMUM. TO HEADER (BOTTOM OR ...... ��­ ­ -­ SOLID L I D ROOF- k-- ATTACHED TO 1" X 2" OPEN OPEN7 W/ (4) #10 X 2 "THRU _71/4"vV0 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM. BACK OF PAN) WOOD ......BACK . . . . . . . . . . . . . SCREW BOSS CONTRACTOR: 3. HINGES SHALL BE ATTACHED TO DOOR WITH (3)#10 x 5/8" SMS. FASTEN A APPLICATION 0 ONLY X 2-1/2" MASONRY 1" x 2" x 0.044" TO UPRIGHT W/#12 x 1" SMS @ 12" O.C. AND WITHIN 3" FROM FOR WOOD: 7 FOR RISER PAN: (4) #10 SCREWS SCREW 3" FROM END & @ PATRIOT SCREENS, INC. END OF THE UPRIGHT. (2) #12 X 2" SCREWS PER 12" WIDTH PER 12" WIDTH CONNECTING PAN 24" O.C. CONNECTING HEADER OR CHANNEL TO TO HEADER (BOTTOM) OPTION #2 FASCIA. rF FOR CONCRETE: BREAK FORM HEADER NOTE: WHEN ATTACHING TO WOOD STRUCTURES, WOOD LAG SCREW TYPICAL SCREEN DOOR CONNECTION DETAIL 1/4"X3" MASONRY ANCHORS 24" D.C. (21) OR RECEIVING ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS SCALE: �S-3 ROWS STAGGERED CONNECTING HEADER OR CHANNEL MIN.090 THAT OF MASONRY ANCHOR SCREWS. CHANNEL TO HOST-. )END DETAILS (2BEAM TO HOST STRUCTURE DETAIL ROOF PANEL TO HOST CONNECTION DETAILS S-3 SCALE: NTs �S-3 I CjSTER SLAB HEIGHT TYP. (MIN. 4")- SEE NOTE 5 RISER PAN ' n . J °. SEE SHEET S-2 FOR _ #12 X PLUS 1" OF PANEL ®. _ _ _,,, FOOTING & SLAB SIZE _- _ 7 THICKNESS SMS W/ 1" p H^ • �� NEO-WASHERS @ 8" O.C. PER • • ` . 1" PER FT. MAX FOR 2'-0" ° r 1/4' p x 2"-1/2 MASONRY ANCHOR (4) #12 SMS W/ 3/4" ;' " • REBAR CONTINUOUS W/ 25" Q e PANEL FOR 3"X12" PAN ROOF USE MIN BEFORE STEEPER I / IF WOOD SUBSTITUTE IDENTICAL WASHERS PER 12" PANEL ° Jd® • OVERLAP AT ALL JOINTS ON 3" r i� "mQ #12X3/4° SMS W/ 1' 0 CHAIRS SLOPE rrs J € L �\\® WOOD SCREW OR LAG 6° FROM (SEF. CHART FOR REBAR / TOP & BOTTOM & @ 24" O.C. NEO-PRENE WASHER 2" FROM QUANTITY) SLAB HEIGHT TYP. ri rIrs ��' SIZE & UANTIT END & 2" O.C. PER PANEL "W" (MIN.4")� srr2 /5°° / 1"X2"OPEN BACK Detail C2 MONOLITHIC SLAB °.. PROFESSI�IJl�t` IEINGINEER SEAL / SLAB ENGINEER OF RECORD: / I i :d..e•. �-SEE NOTE 5 Davin W. Smith P.E. CARRIER REBAR BY FOOTER WIDTH FLORIDA LICENSE: 53608 / O BEAM Q • •® REBAR CONTINUOUS W/ 25" "H" "W" REBAR REBAR Thomas L. Manson P.E I 2" X 2" X 0.125" © SIZE ( ) ovERLAP AT ALL JOINTS ON s^ 8", lo° ,1z° 8" QTY. Q1Y FLORIDA LICENSE: 38654 2X4/2X5 2 CHAIRS (SEE CHART FOR y 1"X2"OPENBACK RECEIVING CHANNEL �. REBARS[ZE&QUANTITY) 8",10",12" 10" 1 1 Ian .Foster P.E. _ WITH (H) 3/8" 0 MACHINE--,x X 3 W" 8° 10", 12" 12° 1 z J _ `�" BOLTS WITH 3 4" WASHERS LINEAL RIBBON FOOTING 8", REBAR 16" 16" 3 4 /© x 4 R A A o MI FLORIDA LICENSE: 93654 EACH SIDE (H) 3/8°0 MACHINE NOTES FOR ALL FOUNDATION TYPES: CONTRACTOR MAY USE #5 OR #4 1 no y T) i n C ) Tno] T;� or THRU SCREW BOSS OF WASHERS EACH SIDE 1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500 FLORIDA LICENSE: 70667 1"X2"OPEN BACK (SEE CHART ABOVE) t PSF, THE BEARING CAPACITY OF THE SOIL VERIFIED BY A LICENSED CONTRACTOR PRIOR TO BEAM CARRIER BEAM ANY POURING OF CONCRETE. Erik Stuart P.E. OPEN BACK TO HOST STRUCTURE DETAIL IF NECESSAR ( (SEE S-2 FOR 2.CROSS THE SLAB/FOUNDATION MUST BE CLEARED OF ALL DEBRIS, AND COMPACTED PRIOR TO POURING OF ANY CONCRETE. FLORIDA LICENSE: 77605 SCALE: NTS MEMBER SIZE) 3. CONCRETE MEET THE SPECIFICATIONS IN THE S-1 NOTES PAGE. POST (SEE SHEET S-2 4. HEIGHT AND WIDTH ARE INTERCHANGEABLE EXCEPTION 12" W IDTH X 16" HEIGHT IS NOT FOR SIZE) NOTCH POST FOR BEAM APPLICABLE FBC Plans & Engineering S� 5. IF PINNING TO EXISTING CONCRETE USE (1) 12" #5 REBAR W/ 6" EMBEDMENT @ 48" O.C. Services, Inc. ROOF PANEL TO EDGE OR INTERMEDIATE BEAM CONNECTION DETAIL K FOUNDATION DETAIL 5344 9th Street S_4 SCALE: NTS S_4 SCALE: NTS Zephyrhills, FL 33542 Ph#(813)838-0735 Fax# 1-(866)824-7894 E-mail-erb@ibcplans.com Website-www.Ibcplans.com — C.O.A.429054 (4) - (Sl) 0 CONCRETE NOTE:MINIMUM EMBEDMENT OFANCHORS INTO SCREW WITH 2-3/4" CONCRETE FOOTING SHALL BE 2-3/4" AT ALL EMBEDMENT MIN'- POST LOCATIONS. ALL SCREW LENGTHS AT POST ( CONNECTIONS SHALL BE OF SUFFICIENT LENGTH DATE: O1 17 2023 ALUMINUM RISER PAN EDGE DISTANCE FROM _ _ FOR REQUIRED EMBEDMENT INTO CONCRETE DECK EDGE=3 ') FOOTING WHEN A PAVER DECK IS PRESENT. DRAWN BY: ST (4) #12 SMS W/ 3/4" WASHERS PER 12" PANEL POST SIZE PER PLAN (H) (HH) (S1) REVISION DATE: (H) -3/8" 0 MACHINE 3" x 3" (2) (4) 1/4" RO 1 4" x 4" (2) (4) 3/8" WASHERS BOLTSS RO 2 #12 SMS W/ 1"0 NEO-WASHERS @ 8" O.C. (USE SCREW LENGTH Detail C2 #ITH OR SMS TOP VIEW (MIN. EDGE DISTANCE = 1" Qn 2 6" x 6" (3) (6) 3/8" 'TH'I , ' �'SS P 1 rn,.'li TxICKNEss Plus (1) rnCH) MIN. SPACING= 2' �) 3"x3"x 0.125" ANGLE (EXTERNAL RO 4 FASTEN.090 REC. CHAN. TO _ _ _ OR INTERNAL) OR 0.125" BACKSIDE of z'XH" EDGE BEAM SEE DETAIL C2 FOR W/(s) #lo SINS w/ 3/4" e e e _ (4SCREW RECEIVING CHANNEL 77 77_ T ,� �7 ZJ 322 ALUMINUM RISER PANS STAGGERED — WITH 2 3/4' ALUM. 1" x 2" OPEN BACK ANCHORED C•U# �/11/ J _0 W/UU #10 SMS W/ 3/4" INTO SIDE FLANGES EMBEDMENT MIN EDGE ( POST TO CONCRETE w 1 4" X 3- / / A PROJECT ADDRESS: UPRIGHT OR BEAM DISTANCE FROM DECK 1/2"MASONRY ANCHOR -6" ® 2X[H) KICKPLATE ®-SNAPORSELF MATING OR EDGE=3") 6" MAX EACH SIDE OF POST AND ACOSTA 0 ® EDGE ATTACHED TO ALUMINUM MEMBERW/(1)#lox HOLLOW "BEAM ® (�3/4" @ 24"O.C.PPLY 3192 MOULDEN HOLLOW DR ZEPHYRHILLS, FL 33540 EDGE BEAM W/ REC. CHANNELS O NOTCHED POST FASTEN.060 REC. CHAN. TO KICK PLATE ATTACHED TO ALUMINUM MEMBER M24 4 '° OF EDGE BEAM SCALE:NTS ®C0J1VT W/ 3 W/(4) #10 SINS W/ 3/4"CONTINUOUS ((''qq�T�7+ �yUNDERSIDE ®I!. EDGE BEAM POST STAGGERED W/(2) #10 SMS W/ 3/4"INTOSIDEFLANGES Q 1 PATRIOT SCREENS, INC. NOTE: EDGE BEAM (SEE SHEET S-2 FOR SIZE) SHALL BE ORIENTED IN DIRECTION SHOWN. REC. CHANNEL.060 MIN., SAME WIDTH AS BEAM TYP. FRONT VIEW NOTE: CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITEN HD (Sl) 0 SCREW S 3 OOF PANEL TO EDGE END BEAM CONNECTION ALT. DETAIL ANCHORS, OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED. NOTE: FOR PATIO COVERS AND CARPORTS: DISREGARD THE 1X2 OPEN BACK SCALE: NTS S-4 SCREEN MEMBER ON THE FOUNDATION TYP. G DETAILS ALUM. POST CONNECTION DETAIL S-4 N.T.S.