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Home My WebLink About22-4783City of Zephyrhills . .... .. .... .. . . ...... .04"M 5335 Eighth Street Zephyrhills, FL 33542 BAR-004783-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 10/05/2022 k=tt 0011471affirif"A M 10 26 21 0120 00000 0490 Name: STEVE & ELAINE PLOURDE Address: 37350 Cornwall Dr ZEPHYRHILLS, FL 33542 Phone: (864) 796-5777 Permit Type: Add/Alter (Residential) Class of Work: Add/Alter Residential Building Valuation: $7,000.00 Electrical Valuation: $1.00 Mechanical Valuation: $1.00 Plumbing Valuation: $1.00 Total Valuation: $7,003.00 Total Fees: $112.50 Amount Paid: $112.50 Date Paid: 10/5/2022 11:17:50AM CONSTRUCT SCRN RM 176 SQ FT /EXISTING SLAB 37350 Cornwall Drive Contractor: SUNSTATE ALUMINUMN IN Building Permit Fee $75.00 Building Plan Review Fee $37.50 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. IIIII 11111�1111 •1� III 111�1111111111111 III I rt TTfT-T =— M3��E Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. A 1 C- TRACTOR SIGNATURE PE IT OFFICEt) 101ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIOK CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-81 3-780-0021 Building Department Date Received I / t — I Phone Contact for Perm Owner's Name 1" I Owner Phone Number Owner's Address jO e, 33-� Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number JOBADDRESS l SUBDIVISION "Mak PARCEL ID e9 6 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR F—I ADD/ALT SIGN = DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK C) 1k, BUILDING SIZE SQFOOTAGE;HEIGHT UILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL 1$ AMP SERVICE PROGRESS ENERGY W. R. E. C. 1 =PLUMBING $ �=MECHANICAL VALUATION OF MECHANICAL INS2' 14� 0-1 GAS ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA YES NO L X, BUILDER COMPANY SIGNATURE REGISTERED IT _] FEE CURREN I Y/N Address License# aw in ELECTRICIAN COMPANY E�;;; SIGNATURE REGISTERED FEE CURREN Address License # PLUMBER COMPANY SIGNATURE REGISTERED L_YI_N] FEE CURREN I Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED L_YLNj FEE CURREN Address License # OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N Address License# RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed, Sanitary Facilities & I 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 onste, Construction Plans, Stormwater Plans wl 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 (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 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 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. 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 per -formed 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. 111M OWNER OR AGENT C,DNTRACTOR/4_,�W_2�4 I" Subscribed and sworn t; —(or affirmed)lefore me this S I Je �,.I;,v ffir)ied) before met this by 's are p Who Ware personally known to me or has/have produced o is are pe onally knovyrr to me or has/have produced as identification. as identification. ry Public Commission Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped INSTR# LO222O9699 OR 13KI0696 PG 1 70 Page 1 of 1 09/22/2022 01:18 PM Ropt: 2506655 Rec: 10.00 DS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller �+ 1 Permit Parcel ID No NOTICE OF COMMENCEMENT State of t /D!i !T fj® County of elen f U THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes. the Ong Information is provided In We Notice of Commencement 1. Description of Property: Parcel IdentlficgQon No. 0/-. O — 4 Ci Street Address: 2Z. 41 2, General Description of Improvement 3. Owner information or Lessee information If the Lessee contracted for the improvement �%3 SiNamB/jd/nr41Q /// e 7_Pk,Fil Addroaa �, City ' state Interest In Property: l,!%J f Name of Fee Simple Titleholder. (If different from Owner listed above) Add 4. n tar �i x �a �u tvr i rr w � City state Name Address 754 7 C city state Contractor's Telephone No.: U 75 Qo 5. Surety: Address City State Amount of Bond: $ Telephone No.: 6. Lender. 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 713.13(1Xa)(7), Florida Statutes: Address City state Telephone Number of Designated Person: 8. in addition to himself, the owner designates of to receive a copy of the Llenors Notice as provided in Section 713.13(1 Xb), 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 tine completion of construction and final payment to the contractor, but will be one year from the date of recording unless a different date is specified): OF THE NOTICE OF COMMENCEMENT 3.13, FLORIDA STATUTES, AND CAN TICE OF COMMENCEMENT MUST BE END TO OBTAIN FINANCING, CONSULT_ _ —1. IV 4G.1---N 11--- I v-1— V11,44V,wnvV 1-11 vv „v,.. v, wvonor,aya�muv,. 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. STATE OF FLORIDA COUNTY OF PASCO L S ,lure of Owner or Lessee, or Owners or Lesaee's Authorized Ofilcar/Dlrector/PartneriManager Signatory's Tttia/OMce The foregoing instrument was acknowledged before me this day of, a8 a/s (type of authority, e.g., officer. trustee, allomay in fact) for (name party on behalf of wjnom In rrygnt s e eel). Personally Known ® Q8 Produce1jidendlicationI Notary Signature Type of idettiflrstion Produced Y r f Name (Print) SHIRDEti K. DEL COTTO uM"NGG :.: is MYt EXPIRES: June 25, 2024 „h°'' Bortdcd ilvu Notary f+ w wr E w ++ • i e • • . tr 01 wpdauVbcshwtloecommencenent_ >oO53048 c General Notes A. CONCRETE & FOUNDATION DESIGN: I 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. 3000 PSI 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. 'TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME STRUCTURE. NO WOOD FRAME STRUCTURE MAY BE BUILT ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE SOIL FOR WOOD DESTROYING ORGANISMS, 5. ALL REINFORCING SHALL CONFORM TO ASTM A615, BE GRADE 60 (60 KSI MIN,) DEFORMED BARS, 93 BARS MAY BE GRADE 40 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL., BE 3000 PSI MIN., 2" MINIMUM. THICKNESS. T SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING: OPC (PORTLAND CEMENT TYPE I,- ASTM C 150). AGGREGATES - 96 STONE, ASTM C 33 SIZE NO.67 LESS THAN 3/4". AIR ENTRAINING +/- 1% - 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 L 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: i 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 Y-0° IN HEIGHT. C. ALUMINUM: I . ALL 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 1-A - SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE STRESS DESIGN" OR "PART I-B - SPECIFICATIONS FOR ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE FACTOR DESIGN" OF THE CURRENT ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, INC.WASHINGTON D.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 #10 SMS 6" FROM THE ENDS AND 12" ON CENTER, IF USING 512 SPACING MAY BE 24" ON CENTER. 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE THEY 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. D. FASTENERS: i, ALI, LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 300 18-8, WITH STANDARD FLAT WASHER UNLESS MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE WITH ACQ PRESSURETREATED ED 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, OR APPROVED EQUAL, 4_ ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE HOT DIPPED GALVANIZ,,,,ED. 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. 8, 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-185, 11.FOR SMS, THE MINIMUM CENTER -TO -CENTER SPACING SHALL BE 3/4" AND MINIMUM CENTER -TO -EDGE SHALL BE 1/2" UNLESS NOTED OTHERWISE. E. REFERENCE STANDARDS: ASTM E 119 ASTM E 1300 ASCE 7 -16 AA ASM35, AND SPEC. FOR ALUMINUM PART 1-A, & 1-B ASTM C94 ASTM CI50 ASTM C33 ASTM C260 ASTM C494 ASTM A615 ASTM A185 FLORIDA BUILDING CODE (CHAPTERS 16,20 AND 23) 7TH EDITION CURRENT ALUMINUM DESIGN MANUAL F. ABBREVIATIONS: THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. 1. TYP -- TYPICAL 2. SIM--SIMILAR 3. UON -- UNLESS OTHERWISE NOTED 4. CONT-- CONTINUOUS 5. VIF -- 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: 1. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME WITHOUT A MANUFACTURER'S HOST BEAM. IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT SYSTEM SHALL 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 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS OF THE FBC 7TH EDITION R 4501.17.1 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. S. SCREENING MATERIAL SHALL BE 18X14X0.013 OR EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED OTHERWISE. 6. EMERGENCY ESCAPE & RESCUE OPENING PER FBC R310.1 SHALL BE VERIFIED BY CONTRACTOR & BUILDING OFFICIAL 7. ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT CHANGE THE EXIT FACILITIES FOR EGRESS PER HUD 3280,105, (a) THROUGH (a)(2)(iv), SO THAT THE DISTANCE TO EXIT DIRECTLY OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35', AND, SO THAT TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED. A CARPORT OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE. NON -HABITABLE SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT DOOR WAS LOCATED AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS THE REQUIREMENTS OF HUD 3280.105, DESIGN DATA: 1. ULTIMATE DESIGN WIND SPEED Vult, (3 SECOND GUST): 130 MPH NOMINAL DESIGN WIND SPEED Vasd: 101 MPH 2. RISK CATEGORY: I 3. WIND EXPOSURE: B 4, INTERNAL COEFFICIENT: SCREEN ROOM (OPEN STRUCTURE): 0.0 S. WIND LOADS: FACTOR APPLIED TO WIND LOADS FOR ALLOWABLE STRESS DESIGN: 0.6 SOLID ROOF (MWFRS): 20 PSF SCREEN WALLS: 23 PSF COMPONENT & CLADDING PRESSURES: ROOF ZONE 1: 12.4/-48.4 PSF, ZONE 2: 12.4/-63.9 PSF, ZONE 3: 12.4/-87.1 PSF 6. FOUNDATIONS PER "A" OF GENERAL NOTES AND SITE SPECIFIC DETAIL. EXISTING 4" CONCRETE SLAB, 2500 PSI CONCRETE W/ 6"X6"-410WWM OR 3000 PSI FIBERMESH AND FOOTER SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE. 7. SOLID ROOF TYPE: 3"X4W COMPOSITE PANELS, FL 7561 OR EQUIV, ALUMINUM STRUCTURAL MEMBERS HOLLOW SECTIONS 2 x 2:---------------------------------------2" x 2" x 0.044" 3 x 2:---------------------------------------3" x 2" x 0.050' 2 x 3:---------------------------------------2" x 3" x 0.050„ 2 x 3:---------------------------------------2" x 3" x 0.070„ 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 0.072„ 3 x 3:---------------------------------------3 x 3" x 0.093" 3 x 3:---------------------------------------3 x 3" x 0.125„ 4 x 4:---------------------------------------4 x 4" x 0.125" OPEN BACK SECTIONS 1 x 2: ---------------------------------------- 1" x 2" x 0.040„ 1 x 3:----------------------------------------1" x 3" x 0.045„ SNAP SECTIONS 2 x 2 Snap :----------------------------------2" x 2" x 0.045" 2 x 3 Snap: ---------------------------------2" x 3" x 0.050" 2 x 4 Snap:--------------------------------- 2" x 4" x 0.045" SELF MATING (SMB) 2 x 4 SMB:---------------------- 2" x 4" x 0.044" x 0.100" 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" 2 x 7 SMB:---------------------- 2" x 7" x 0,057" x 0,120" 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" 1 HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND FBC 7TH EDITION RESY Rft4TIALIANP, XISTING BUhLDi�� F 0,�� S STATE OF'11> � d7jttl1t991@9&1111\\l PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Ian J. Foster P.E. FLORIDA LICENSE NUMBER: 93654 Joel Falardeau P.E. 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 Email: erb@fbcplans.com Website: www.fbcplans.com C,O.A. - 429054 DATE: 09/08/2022 DRAWN BY: DENNIS W. DUNN 4, - �499i; K �„ REVISION: DATE: .TfY � '` 4 RO 1 > I";` -' rr „.�II`.1 ✓ x �� :fir U gym' { U, n, RO 2 F 7V`$ p, RO3 RO 4 a 'h�°' J JOB # 22 09XX XXX JOB NAME & ADDRESS: PLOURDE 37350 CORNWALL DR. y " ZEPHYRHILLS, FL. 33542 3 ., ,� , r �,-- � CONTRACTOR: SUNSTATE ALUMINUM INDEX: S-9 GENERAL NOTES S-2 PLANS AND ELEVATIONS S-3 SCREEN ROOM DETAILS S-4 SCREEN ROOM DETAILS MCI NFRINION&MV "Re — ( s EXISTING HOME 1 1 '2X3 2X3 i EXISTING HOUSE OVERHANG LU (D X 12X3 0 PROPOSED x SCREEN ROOM V) 2X3� 12X3 X J 2X3 EXISTING HOME I? a, 4' 1 4' 1 4' 1 4' PROPOSED LEDGER BOARD (WOOD OR ALUMINUM) TO RUN ALONG RAKE OF COMPOSITE ROOF, UP AND DOWN, BOTH SIDES ----PROPOSED 3" X ' 024" COMPOSITE PANEL ROOF FL 7561 OR EQUIV. W/ GLUE DOWN SHINGLES --EXISTING CONCRETE SLAB W/ FOOTER 2X6 SMB RIDGE PROPOSED _L3" X.02�4" COMPOSITE PANEL 0 ROOF FL 7561 OR EQUIV. 0 W W/ GLUE GLUE DOWN SHINGLES r —2X3 I 2X2 MIN. 11 2X2 MIN. L 2X2 MIN, 11 2X2 MIN L1X2 MIN 115X2 MIN1 EX2 MIN:] 1X2 MIN PROPOSED EXISTI[IG CONCREJ SLAB AND FtOTER ALUMINUM COIL KICK PLATE 41 4' 4' 4'_ TYPICAL 16, REAR ELEVATION 0 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16 AND FBC 7TH EDITION RESJYNJ'fji��,4N1) EXISTING F 0 S I 654 % OF 1111�1111SIO6 NA- f11111111"110 PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Ian J. Foster P.E. FLORIDA LICENSE NUMBER: 93654 Joel Falardeau P.E. 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 Email: erb9fbcpIans.com Website: www.fbeplans.com C.O.A. - #29054 DATE: 09/08/2022 DRAWN BY: DENNIS W. DUNN REVISION: DATE: RO I RO 2 RO 3 RO 4 JOB# 2209XX — XXX 1013 NAME &ADDRESS: PLOURDE 37350 CORNWALL DR. ZEPHYRHILLS, FL. 33542 SUNSTATE ALUMINUM PLANS AND ELEVATIONS S-2 #10 TEK SCREW AND 1-1/4"0 #10 TEK SCREW AND 1-1/4"0 1 HEREBY CERTIFY THAT I HAVE REVIEWED NEOPRENE WASHER AT 8" O.C. (USE COMPOSITE NEOPRENE WASHER AT 8" O.C. (USE COMPOSITE THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE AND FBc 7TH ALUMINUM RIDGE CAP FASTEN COMPOSITE PANEL TO SCREW LENGTH EQUAL TO COMPOSITE PANEL ROOF SCREW LENGTH EQUAL TO COMPOSITE PANEL ROOF EDITION I�>��tl>£AIYktip�F,XISTING P E FLASHING FASTENED TO BEAM W/ #10 TEK SCREW AND 1-1/4"0 PANEL THICKNESS PLUS 1" MIN.) PANEL THICKNESS PLUS 1" MIN.) BUIL (� R COMPOSITE PANEL W/#8 X 3/4" NEOPRENE WASHER AT 8" O.C. (USE TEK SCREW AT 12" O.C. SCREW LENGTH EQUAL TO COMPOSITE 0 S PANEL THICKNESS PLUS 1" MIN.) - - - _ 34 CE RpOF COMPOSlTS ROpp - — — — - - — — 47 pO�pOgl 2X3 PATIO 2X3 PATIO OF EDGE / END BEAM ATE a> EDGE/END BEAM 2X6 SMB RIDGE BEAM (3) 3/8" THRU BOLTS, WASHERS, AND NUTS, 2X3 UPRIGHT 2" X 2" X 0.125" ANGLE W/ (3) #10 X 3/4" TEK SCREW >, t O R VD �ii �° `.....°' t S10 CORROSION RESISTANT j EACH LEG, EACH SIDE OF UPRIGHT //,/e t�tttaG ALUMINUM POST INTO SCREW OSSREW 2X3 UPRIGHT PROFESSIONAL ESSIO NAL ENGI NEER SEAL PER PLAN it EXISTING WOOD FRAME HOM LEDGER BOARD (WOOD OR ALUM.) ATTACH TO WOOD WALL W/ (2) 1/4"0 LAG SCREWS AT EACH STUD 16" O.C. W/ 2-1/2" EMBEDMENT MIN. COMPOSITE PANEL ATTACHED TO HEADER CHANNEL W/ #10 X 3/4" TEK SCREW AND VO NEOPRENE WASHER AT 8" O.C. TOP AND BOTTOM APPLY FLASHING AT WALL AND ATTACH TO COMPOSITE PANEL W/ #8 X 3/4" TEK SCREW AT 12" O.C. CAULK ALL SEAMS OR STRIP SEALANT BETWEEN WALL AND HEADER CHANNEL FASTEN HEADER CHANNEL TO WOOD WALL WITH 1/4"0 LAG SCREW AT EACH STUD 16" O.C. W/ 2-1/2" EMBEDMENT MIN, pit I NJ 9 04 11120 1A were]• 1 k sr' .*• �s i 119 a OPTION (INTERNAL) OPTION (EXTERNAL) ATTACH RIDGE BEAM TO LEDGER BOARD PER'BEAM TO ALUMINUM' OR 'BEAM TO WOOD' CONNECTION DETAILS ATTACH SHINGLES TO COMPOSITE ROOF WITH PL 2000 PREMIUM ADHESIVE OR EQUIV. AND RIDGE BEAM PROVIDE (2) 3/8" TO 1/2" THICK CONTINUOUS PER PLAN ADHESIVE LINES PER SHINGLE SPACED 4"-6" APART. ASPHALT -OR- SHINGLE ADHESIVE MEMBRANE APPLIED TO METAL, SHINGLES SCREWED OR NAILED THROUGH MEMBRANE PER NOTE. COMPOSITE STANDARD ROOFING NAIL PANEL ROOF �'� �, OR WAFER HEAD SCREW COMPOSITE p (6 PER SHINGLE) PANEL ROOF NOTES: 1. FOR STARTER ROWS, ADHESIVE LINE SHALL —0.060" MIN. BE PLACED WITHIN 1" OF PANEL EDGE. HEADER CHANNEL 2. ASPHALT SHINGLES ADDED FOR AESTHETIC PURPOSES. SCREEN ROOM SHINGLE DETAIL CONNECTIONS TO HOST WOOD 2X3—11 ��UPRIGHT 10 r- 2" X 2" X 0.125" ANGLE (2) #12 X 3/4" TEK SCREW FASTENING UPRIGHT TO ANGLE IF 1X2 O.B. USED OR (3) #12 X 3/4" TEK SCREW IF 1X3 O.B. USED (TYPICAL EACH SIDE) 1X2 OR 1X3 O.B. BASE MEMBER (TYPICAL EACH SIDE) (1) 3/8" O CONCRETE SCREW ANCHOR THRU ANGLE AND O.B. INTO CONCRETE AS SHOWN OR THRU ANGLE INTO CONCRETE AND 1/4" O CONCRETE SCREW ANCHOR THRU O.B. 6" FROM ENDS AND 24" O.C. BETWEEN UPRIGHTS. MIN. EMBEDMENT SHALL BE 2-3/4" AND 3" EDGE DISTANCE MIN. (TYPICAL EACH SIDE) (2) 3/8"0 MACHINE BOLTS, NUTS AND WASHERS OR (4) #14 X 3/4" TEK SCREWS EACH SIDE EXTERNAL BASE OPTION 2 ALUMINUM 3X3 POST 1K1TPRAIAI RACP VrIJUN 1 11 GA. INTERNAL ALUMINUM BASE PREDRILL VERTICAL FLANGES 2" X 2" X .125" ANGLES EXTERNAL OR EQUIVALENT POST BASE (4) 1/4"0 CONCRETE ANCHORS W/ 3" EMBEDMENT, 3" MIN. EDGE (2) 3/8"0 CONCRETE ANCHORS PER DISTANCE AND 2" MIN. SPACING EXTERNAL FLANGE WITH 2" O.C. SPACING, 2-3/4" MIN. EMBEDMENT AND 3" MIN. CONCRETE EDGE DISTANCE CONCRETE. 4 3X3 POST CONNECTION TO CONCRETE DETAIL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Ian J. Foster P.E. FLORIDA LICENSE NUMBER: 93654 Joel Falardeau P.E. 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 Email: erb@fbcplans.coni Website: www.fbcplans.com C.O.A. - #29054 I DATE: 09/08/2022 1 I DRAWN BY: DENNIS W. DUNN I I REVISION: I DATE: I JOB ' I` i k_ 11 rfV PLOURDE 37350 CORNWALL DR. ZEPHYRHILLS, FL. 33542 CONTRACTOR: SCREEN ROOM DETAILS -3 ALUMINUM POST PER PLAN FASTEN RECEIVING CHANNEL TO SMB W/ #10 X 3/4" TEK SCREW (1 SCREW PER INCH OF BEAM HEIGHT) FASTEN SMB TO RECEIVING STAGGERED, BOTH SIDES CHANNEL W/ #10 X 3/4" TEK SCREW 1-1/2" X 2-1/8" K 1-1/2" X 0.062" (1 PER INCH OF BEAM HEIGHT) INTERNAL OR EXTERNAL STAGGERED, BOTH SIDES RECEIVING CHANNEL — -- --- o 2X SMB PER PLAN ° ° 0 � Z 2X SMB PER PLAN 0 ° ° z Q o -- — ° d W o z .062 MIN. RECEIVING CHANNEL ¢ IL FASTEN RECEIVING CHANNEL o 2 FASTENED TO POST W/ #10 X 3/4" TEK TO STRUCTURAL WALL MEMBER �: 9 SCREW (1 PER INCH OF BEAM WITH 1/4"0 X 2" LAG SCREW HEIGHT) STAGGERED (1 SCREW PER 2INCHES OF BEAM TO ALUMINUM CONNECTION BEAMAMHEIGHT) BEAM TO WOOD CONNECTION EXISTING WOOD ®® FRAME WALL 2X EDGE /END BEAM PER PLAN ] Q'17=OLAG SCREW 9 W/ 1-1/2" EMBEDMENT MIN. 6" FROM TOP AND 2" X 2" X 1/8" X 'BEAM DEPTH' BOTTOM AND 24" O.C. RECEIVING CHANNEL W/ (1) 1/4" LAG SCREW NM W/ 1-1/2" EMBEDMENT MIN. INTO WALL W/ (4) #10 X 3/4" TEK 1X OR 2X SCREW EACH SIDE INTO BEAM PER PLAN EDGE / END BEAM TO HOST STRUCTURE DETAIL 1X OPEN BACK FASTEN 1X OPEN BACK TO ALUMINUM POST W/ #10 X 1-1/2" TEK SCREW, 3" FROM TOP AND BOTTOM AND 12" O.C. ly"Nahlo212103011 ' i II II ALUMINUM COIL II OR - VINYL SIDING KICKPLATE ALUMINUM COIL OR VINYL SIDING KICK PLATE ATTACHED TO ALUMINUM MEMBER W/ (1) #10 X 3/4" TEK SCREW AT 8" O.C. UPRIGHT OR BEAM SNAP OR SELF MATING OR HOLLOW n II IF VINYL SIDING USE MIN. 11 2X2X.044" VERTICAL 11 UPRIGHTS AT 24" O.C. MAX. II ATTACHED WITH 062" MIN. II ® ANGLE W/ (2) #10 X 3/4" TEK SCREW PER FLANGE, TOP, BOTTOM AND ON EACH SIDE OF UPRIGHT, TYPICAL. • s-21HINNIF2121 1.54 Lai I'm1 WIN L : • HINGE LOCATION _Z _Z IL =CL j z0- HINGE LOCATION HINGE LOCATION NOTES: 1. HINGES SHALL BE ATTACHED TO STRUCTURE W/ (3) #10 X 3/4" TEK SCREW MINIMUM. 2. DOOR SHALL BE ATTACHED TO ENCLOSURE W/ (2) HINGES MINIMUM. 3. HINGES SHALL BE ATTACHED TO DOOR WITH (3) #10 X 3/4" TEK SCREW. FASTEN A 1"X2"X0.044" TO UPRIGHT W/#12 X 1-1/2" TEK SCREW @ 12" O.C. AND WITHIN 3" FROM END OF THE UPRIGHT, noTlnW 40 0.062" MIN. ALUM. INTERNAL OR EXTERNAL RECEIVING CHANNEL W/ (4) #10 X 3/4" TEK SCREWS INTO UPRIGHT AND (2) #12 X 3/4" TEK SCREWS EACH LEG INTO GIRT I 2X ALUM. PER PLAN I I 1 2X ALUM. PER PLAN - — — — — — — — — — a — — — — — — — — — — 0.062" MIN, ANGLE CLIP J 1 I ALUM. UPRIGHT W/ (2) #12 X 3/4" TEK I I PER PLAN SCREWS EACH LEG I 1 1 I OPTION #1 CHAIR RAIL AND GIRT CONNECTIONS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE 1N COMPLIANCE WITH ASCE 7-16 AND FBC 7TH EDITION RESIDENTILAND EXISTING BUILDINGx1V0011 I111j/�� LCiitC�� PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER: 38654 Ian J. Foster P.E. FLORIDA LICENSE NUMBER: 93654 Joel Falardeau P.E. 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 Email: erb@Ebcplans.com Website: www.fbcplans.corn C,O.A, - #29054 I DATE: 09/08/2022 1 I REVISION: I DATE: I RO 4 O: # 22 i• L6114, r::rr PLOURDE 37350 CORNWALL DR. ZEPHYRHILLS, FL. 33542 CK0 1710#116 e� SUNSTATE ALUMINUM