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HomeMy WebLinkAbout21-2683City of Zephyrhills mmr 5335 Eighth Street Zephyrhills, FL 33542 BAR-002683-2021 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 09/09/2021 03 26 21 0200 00000 0050 Name: DANIEL & LINDA DLUGOZIMA Permit Type: Add/Alter (Residential) I Class of Work: Add/Alter Residential Address: 37333 Picketts Mill Ave Building Valuation: $4,200,00 ZEPHYRHILLS, FL 33542 Electrical Valuation: $1.00 Phone: (727) 433-0295 Mechanical Valuation: $1.00 Plumbing Valuation: $1.00 Total Valuation: $4,203.00 Total Fees: $91,50 Amount Paid: $91.50 Date Paid: 9/9/2021 9:15:14AM INSTALLATION INSULATED ROOF W/ SCRN WALL Building Permit Fee $61.00 Building Plan Review Fee 37333 Picketts Mill Avenue 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. lies 0 WIN W9111109111190160,111W WIN M161111111INW111111 mi-1110-6911"o 11 41-Me I" 11a; MW I ma at K, 1 Ag [,! M I a L74 a I Im P1 gingo V4 a L01 Lzgjpm V40 L74 rg 1I rg 2 Lai I - 1171M111IF 111011FICIPPRII III au" E=3��x F ME= Em=�� accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PE r IT OFFICIEU 813-780-0020 City of Zephyrhilis Permit Application Fax-813-780-0021 Building Department r Date Received y - a Phone Contact for Pemtitting Owner's Name ` e,,. ��} ; p� p� j Owner Phone Number 7- Owner's Address a. f I Owner Phone Number Fee Simple Titleholder Name -! Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS c fE r / 1 LOT# SUBDIVISION i �i `� (8 � PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED ` NEW CONSTR ADDIALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK E�:] FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE i �+—� SO FOOTAGE HEIGHT LDING $ VALUATION OF TOTRL CONSTRUCTION =ELECTRICAL $ AMP SERVICE PROGRESS ENERGY W.R.E.C. =PLUMBING $ =MECHANICAL rF VALUATION OF MECHANICAL INSTALLATION 1f GAS ROOFING a SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS [= FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE E::::=. REGISTERED � Y / N FEE CURREN� Y I ����� N Address License# - ELECTRICIAN COMPANY SIGNATURE REGISTERED Y (N FEE CURREN Y f N Address License # E:=::: PLUMBER COMPANY SIGNATURE REGISTERED ;;;=FEE CURREN Y ( N Address License # MECHANICAL COMPANY SIGNATURE REGISTERED Y ( ::F �IEE.URFZE. Y 1 N Address ®-- License OTHER COMPANY / ✓zrz} SIGNATURE REGISTERED YIN FEE CURREN Y ( N Address License # 1 i -atttaa8&atf f:aa €aast}aeeaa r raaet& xaet£tRaSaatat aa, RESIOEN flAL 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 subdivisionsttarge projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-CI-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, (ArC upgrades over $7500) Agont (for the contractor) or Powor of Attorney (for the owner) would oe someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades AIC 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 understate 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 contractors) 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•ii7, 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 ofoccupancy 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 —Homeowners 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'SIOWNER'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, WaterMastewater 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, I If f the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a compensating volume' will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A' in connection With a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If 1, 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. FOR 111UPROVE NTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT XQUE LENQFH OB 4N &UORNEX Q9EQ0 EMOEMINQ FLORIDA JURAT COR"MIUMMIL OWNER OR AGENT CONTRACTOR Subscribed and sworn to (or affirmed)•;i;i �Methis Subscribed and swom (or ff I a W)y b - J I qd) befo in _b ­_ ho —islare personally known to me or hasthave produced Who is/are Personally kdNo'wtMma�nr Massiftve �Pmduced as identification. a Identification. Public C.-mi—I.. Commission Public Name Or Notary typed, Printed or stamped Nam_. of —N.—t.,—y typed, printed or Stamped— Permit No, ParcelIDNo NOTICE OF COMMENCEMENT state of County of �/,W THE UNDERSIGNED hereby givas notice that IMPtovement will be, made to certain met nd In accord f06Wft WOMIStIon Is Provided In this ance with Chapter 713, Florida Statutes, =1%la V,f Description of Property. parcd 1 09 * �-- derrillication No. aWAMWWrr Affarm /Yl,!Z jfve- 4 AS — - - -------- A . 35 Interest In Property. ity state Name of Fee Simple Titleholdan to OUNWOM from Owner listed above) Address 4. Contractor Ciy State Name fIN 1 WolAo— Address '10& Contructoes Telephone No.:—L(3 — 1&`- city state S. Surety; Name State Amount of Bond- $ ...... Telephone No.: Address City state 7. Personsthe State of Florida dealrated by die owner upon whom. notices or other documents may be served as provided by Section 713.13(l)(a)(7), Florida Statutes: I I I A S. In addition to himself, the owner designates to receive py of the LWWs Notice as provided In Section 713.13(t)(b), Florida Statutes. Telephone Number of Person or Entity Designated by Owner, 9. Expiration data of Notice of Carnmencemant (the expiration date may not be before the compiption of construction and payme I to �4e contractor. but will beam year from Ow data Of recordins; unless a different date Is specified): 6 laulk 3� 13 0 RECOROEp rVK 1r4WKVvrWR:N1b W YVVK FKUrIZKTY. A NOTICE OF COMMENCEMENT MUST BE F i AND - 00 SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO 013TM FINANCING, CONSULT "TH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT, 76 P Under penalty of perjury, I declare ghat I have mad the $DragohV therein am true to the best CL 0 Of my WwAod" and WOL nO7"*7;r;d and ;011d the =IoW E >1 STATE OF FLORIDA 0 0- COUNTY OF PASCO SWAdure of or or Lessee, or Ownees or Lessee's Authorfted Offloer0fractodPartnet/Manager $~3TIWO(fice -,t5 The lorattolng Insinvognt was acknowledged before me this day Ofjky�jf_ 2021 by _U3�W 9 t a Q 7— ofauthority, e.%. 01,15W IrWee, attorney In fad) for (name of party on boW of whom hswnerrt was executed). Q CL C 0 a- Persorudly Known C3 Qa produced too-titicabon, E* Notary Signature 41 D C01 -- PF I I" Type of Identification Produced. Name(PrInt) —1\1 kfL a r v 49 11VI W 0 0 q TYLER PARKER Vco Notary Public - State of Florida Commission # GG 946590 My Comm. Expires Jan 12, 2024 Bonded through National Notary Assn. I m FND N&D----- NO ID ----- IN E TY EASEMENT (UE) E AND A 9' UTILITY SE ENT (UIEE) THE SUBJECT Q. RIGHT OF AAy WIDTH ASPHALT PAVEMEt VARIES \IT Im OYS 01E AZEBo co t 'z The ( Old F SUB, ZON I PER (PEF THE I SHO LIST som SIDE 11 NOT 1A 2,1 1 A 4,1 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 ACT 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. 8, TIIE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING: OPC (PORTLAND CEMENT TYPE i,- ASTM C 1.50). AGGREGATES - #6 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 I, 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: LCONCRETE 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. ,.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 4TROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN HEIGHT. C. ALUMINUM: 1. ALL STRUCTURAL ALUMINUM SHALI. CONFORM TO THE MINIMUM REQUIREMENTS OF 6005-TS FOR ALLOY WITH A MINTIMUM 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 "PARTI-A - SPECIFICATIONS FOR ALUMINUM STRUCTURES - ALLOWABLE STRESS DESIGN" OR `TART I-B - SPECIFICATIONS FOR ALUMINUM STRUCTURES - BUILDING LOAD AND RESISTANCE FACTOR DESIGN" OF THE ALUMINUM DESIGN MANUAL. PREPARED BY THE ALUMINUM ASSOCIATION, INCWASHINGTON D.C. THE FLORIDA BUILDING CODE 77-H 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 912 SPACING MAY BE 24" ON CENTER. 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE. THEY SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STAYING "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH". DECAL SHALL. BE PLACED SO IT IS VISIBLE WHEN PANEL IS INSTALLED. T 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: ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 300 18-9, 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, HIL.TL RAWL, I'APCON, REDHEAD, DYNABOLT, PORTECT OR APPROVED EQUAL. 4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL 13E HOT DIPPED GALVANIZED. 5. ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X BOLT DIAMETER INTO STRUCTURAL FRAMING (G-.42 MIN.). 6. LAG BOUTS AND SCREWS INTO WOOD FRAMING SHALL. BE PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT GREATER TITAN 70 PERCENT OF THE THREAD DIAMETER OF 'THE BOLTOR SCREW. ALI. 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 OTHER WISE. ASTM E 119 ASTM E 1300 CURRENT ASCE 7 CURRENT ALUMINUM DESIGN MANUAL -AA ASM35, AND SPEC. FOR ALUMINUM PART 1-A, & I-B ASTM C94 ASTM C 150 ASTM C33 ASTM C260 ASTM C494 ASTM A615 ASTM A] 85 FLORIDA BUILDING CODE 7TH EDITION (CHAPTERS 16, 20 & 23). • Erly-glufm 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. VIE -- VERIFY IN FIELD G. RESPONSIBILITY: I. 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: I. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED 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 THATNO 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 F13C 7TII EDITION 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 SHALI. HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT ENSURE BONDING AGENT IS USED FIRST AND ADHERED WITH MINIMUM 30€70 PSI GROUT. 5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED ON DRAWING S-2. DESIGN DATA: I. ULTIMATE; DESIGN WIND SPEED VuIt, (3 SECOND GUST): NOMINAL DESIGN WIND SPEED Vasd: 2. RISK CATEGORY: 3. WIND EXPOSURE: 4, WIND LOADS: SCREEN ROOF: N/A SCREEN WALLS: 23 PSF SOLID ROOF (SCREEN WALL,): 20 PSF ENGINEER OF RECORD: David W. Smith P.E. FLORIDA LICENSE: 53608 nomPH Thomas L. Hanson P.E 101 MPFI FLORIDA LICENSE: 38654 B Myron Max Neal P.E. FLORIDA LICENSE: 86663 Joel Falardeau P.E. FLORIDA LICENSE: 70667 Erik Stuart P.E. 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 Ib, VERTICAL., DOWNLOAD ON PRIMARY SCREEN ENCLOSURE MEMBERS. 2001b. VERTICAL DOWNLOAD ON SCREEN ENCLOSURE PURLINS. 10 PSF VERTICAL, DOWNLOAD ON SOLID ROOF. 8. EXISTING SLAB AND OR FOOTING (12"X12" LINEAL FOOTING) MEETS TIIE REQUIREMENTS TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE. 9. SCREEN ROOF TYPE: N/A 10. SOLID ROOF TYPE: 3"X48"X0.030" ELITE EPS COMPOSITE PANEL ROOF 11b FOAM DENSITY, FLORIDA PRODUCT APPROVAL, FL FL 7561-R5 OR EQUIV. 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" OPEN BACK SECTIONS 1 x 2:---------------------------------------- 1" x 2" x 0,040" 1 x 3:------------------------------------1" x 3" x 0.045" 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" 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" TUBE SECTIONS 2 x 2: -------------------------------------2" x 2" x 0.090" DEX: 1 GENERAL NOTES 2 DRAWING 3 DETAILS 4 DETAILS Ilxg. � v F wvi '7` 7 r WQ y FLORIDA LICENSE: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Dr. Unit 101 Zephyrhiils, FL 33542 Ph# (813)788-5314 Fax# 1-(866)824-7894 E-mail-erb@fbcplans.com Website-www.fbcplans.com C.O.A.429054 DATE: 08/13/2021 DRAWN BY: ST REVISION: I DATE: RO 1 RO 2 RO 3 RO 4 • !�':�►► S-3 12 " 0. H. W/ 7 S.O. 3"X48"X01.030" (1) Lb FOAM COMPOSITE PANEL ROOF SCREEN ROOM! MIN. SLOPE PER 1' 2x3, EDGE BM -7 1J - 0" 0" 100 L HAu 'f 11 ell DOOR LOCATION MAY BE DETERMINED ON IN THE FIELD BY THE CONTRACTOR. � ('1 ""30 41 PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD: David W. Smith P.E. FLORIDA LICENSE: 53608 Thomas L. Hanson P.E FLORIDA LICENSE: 38654 Myron Max Neal P.E. FLORIDA LICENSE: 86663 Joel Falardeau P.E. FLORIDA LICENSE: 70667 Erik Stuart P.E. FLORIDA LICENSE: 77605 FBC Plans & Engineering Services, Inc. 6272 Abbott Station Dr. Unit 101 Zephyrhills, FL 33542 Ph# (813)788-5314 Fax# 1-(866)824-7894 E-mail-erb@fbcplans.com Website-www.fbcplans.com C.O.A.429054 DATE: 08/13/2021 DRAWN BY: ST REVISION: DATE: RO 1 RO 2 RO 3 R04 Job# 210813184 PROJECT ADDRESS: DLUGDZIMA 37333 PICKETTS MIL AVEL ZEPHYRHILLS, FL 33542 1I9� UPRIGHT A q �0 011 SECONDARY ANGLE MIN y��a `� �� (4) #10 X 3/4" SMS 0.12S" THICK (NOT $� REQUIRED FOR 2X3 � )_ ALUMINUM RISER PAN FASTENING SECONDARY MEMBER ANGLE TO COLUMN (TY a, I, EACH SIDE) PRIMARY 2" X 2" 4111 7. #12 SMS W/ 1" 0 NEO-WASHERS (4) #12 SMS W/ 3/4" X 0,125" ANGLE - c p @ 8" O.C. (USE SCREW LENGTH WASHERS PER 12" PANEL (B) - CONCRETE SCREW (2) #10 X 3/4" SMS FASTENING EQUAL TO COMPOSITE PANEL ANCHOR INTO SECONDARY i COLUMN TO PRIMARY ANGLE Q ANGLE TYP EACH SIDE SEE i THICKNESS PLUS (1) INCH) ANGLE( TABLE) O 0 (TYP EACH SIDE) OPTION #1 OPTION #2 1" X2" BASE MEMBER SEE DETAIL C2 FOR (TYP EACH SIDE) ¢ % ALUMINUM RISER PANS Detail E (4)#10 x 1" SMS RECEIVING CHANNEL ANCHOR SPA 1 CONCRETE SCREW SEE PROFESSIONAL ENGINEER SEAL INTO SCREW rOR ANGLE EA. SIDE (ryp) (MIN) (TYP)(SEE TABU) ( } BOSSES (.062S" THICKNESS) d TABLE) ANCHOR INTO PRIMARY ENGINEER OF RECORD: ANGLE AND @ 1/4" 0 CONCRETE T 3" (MIN) 1/l% SCREW ANCHOR @ David W. Smith P.E. 24" D.C. BETWEEN COLUMNS FLORIDA LICENSE: 53608 2"X2" OR2"X3^ (2) #10x 3f4" SMS (2) - 3/8" 0 MACHINE i OPTIONAL 1" X 2" FASTENED PURLIN OR GIRT (typ) EA LEG) BOLTS WITH 3/4" i I TO COLUMN WITH (2) #l0 X "2" (TOTAL 6 SCREWS RC. (8) WASHERS THROUGH I SMS INTO SCREW BOSSES ! SCREWS ANGLE EA. CONNECTION} POST AND EDGE BEAM � AND FASTENED TO EDGE � BEAM WITH (1) #10 X 1-1/2" i SMS WITHIN 6" OF COLUMN I CONTINUOUS EDGE BEAM AND @ 12" O.C. MAX POSTrH PURLIN OR GIRT TO BEAM OR POST DETAIL NOTE: EDGE BEAM (SEE SHEET S-2 FOR SIZE) SHALL BE ORIENTED IN DIRECTION SHOWN. S-3 SCALENTS I Column Size 1/4"& 3/8" 0 Concrete Screw Anchor B Min. Spa 2x3-1/4" 0 0" 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" 2x10-3/8" 2 4.5" NOTES: (TYP EACH SIDE) T 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 �R Maxi Myron MNeal iv Oat P.E. LENGTHS AT UPRIGHT CONNECTIONS SHALL BE OF SUFFICIENT FLORIDA LICENSE: 86663 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/1X2 CORNER POST SHALL REQUIRE SAME BASE FLORIDA LICENSE: 77605 CONNECTIONS AS 2X4 SHOWN IN TABLE. 5. IF FOR AN IN -FILL,, TOP OF COLUMN CONNECTION SIMILAR IF CONCRETE LINTEL. IF WOOD LINTEL SUBSTITUTE 1/4" 0 x 3"LAG FBC Plans & Engineering ROOF PANEL TO EDGE BEAM CONNECTION DETAIL SCREW FOR 3/8"0 LOT FOR BOTH PRIMARY & SECONDARY ANGLES. Services, Inc. S-' 3 SCALE: NTS 6. 2X2X.045 DOOR JAMB MEMBER SHALL CONNECT SIMILAR TO 2X3 MEMBER. 6272 Abbott Station Dr. Unit 101 G 2" x 3" OR LARGER UPRIGHT TO CONCRETE W WO PAVER DETAILS Zephyrhills, FL 33542 I S-3 SCALE: NTS Ph# (813)788-5314 Fax# 1-(866)824-7894 --- -- E-mail-erb@fbcplans.com Website-www.fbcplans.com C.O.A.-#29054 DATE: 08/13/2021 HINGE LOCATION BREAK FORM HEADER OR DRAWN BY: ST RECEIVING CHANNEL Z" x Z" EXTRUSION 2" x 2" EXTRUSION #10 SMS AT EACH RISER REVISION: DATE; r—FOR PAN OR #10 SMS @ EXISTING MASONRY RO 1 8" O.C. FOR COMPOSITE PANEL WALL GROUTED HINGE LOCATION DOOR SOLID @ CONNECTION RO 2 d SOLID ROOF � Q RO 3 ®© R04 1/4"0a X 2-1/z' j ob# 21_0813_184 d MASS NRY SCREW 3" FROM MASONRY d END & @ 24" O.C. 2x_END BEAM PROJECT ADDRESS: HINGE LOCATION A j (SEE SHEETS-2 FOR SIZE) MUGt7ZIMA #lU SMS @ B" O.C. 2" x 2 " x 1/8" x BEAM DEPTH" 37333 PICKETTS MIL AVEL FOR COMPOSITE PANEL RECEIVING CHANNEL �1"X2" FL 33542 NOTES: (4) #10 SCREWS PER 12" W/ (1) 1/4" x 3" CONCRETEZEPHYRHILLS, OPEN BACK 1. HINGES SHALL. BE ATTACHED TO STRUCTURE W/ (4) #10 x 5/8" SMS MINIMUM. WIDTH CONNECTING ANCHOR INTO WALL & (4) #10 x 3/4" SMS EACH 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM. PANTO HEADER (BOTTOM OF PAN) SIDE INTO BEAM CONTRACTOR: 3. HINGES SHALL BE ATTACHED TO DOOR WITH (3)#10 x 5/8" SMS. FASTEN A NOTE: WHEN ATTACHING TO WOOD STRUCTURES, WOOD LAG SCREW PATRIOT SCREENS, INC. 1" x 2" x 0.044" TO UPRIGHT W/#12 x 1" SMS @ 12" O.C. AND WITHIN 3" FROM 1/4"13" MASONRY ANCHORS 24" O.C. ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT END OF THE UPRIGHT. (2) ROWS STAGGERED CONNECTING OF MASONRY ANCHOR SCREWS. HEADER OR CHANNEL TO HOST. S� END BEAM TO HOST STRUCTURE DETAIL F TYPICAL SCREEN DOOR CONNECTION DETAIL S1 ROOF PANEL TO WALL CONNECTION DETAILS j S-3 SCALE: NTS S-3 SCALE:NTs S_3 SCALE: NTS DETAILS ' i