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Home My WebLink About23-7078# BAR - 0 - 0 - 70 11 !78 - 11 !20 2 11 31 t 00 Issue !Date: 11/06/2023 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. accord nce with City Codes and Ordinances. NO OCCUPANCY BEFOREc.6. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE -AqOFFICE PE IT PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 9 0+ ofy\ Date Received 0 gCGY-2-, aPhone Contact for Permitting Wl5f) Owner's Name Owner Phone Number S3 S - 3zs Owner's Address[� B.56NUL-r- 4t-APB qd Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS e-, il vi=, z rH, --Ls iz;� LOT # SUBDIVISION PARCEL ID 351211®21- , C) is�b- 6e)90,Cj- 4!�)2-2-0 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONITR ADDIALT SIGN DEMOLISH El INSTALL 8 REPAIR PROPOSED USE SFR COMM OTHERvt TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK INS Tq I — A U,& )I,( tj C---) t,4 10-> BUILDING SIZE )-14 SQ FOOTAGE= HEIGHT 16 [K]BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E,C. =PLUMBING =MECHANICAL VALUATION OF MECHANICAL INSTALLATION GAS ROOFING SPECIALTY OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA OYES NO BUILDER COMPANY LtT fi1q06P,,3Ci-t 194-arviltvuAA 66 SIGNATURE REGISTERED Y/N FEE CURREN LILN_j Address L2A t)\J binaaA- -2,(p-1 5 License #I A-xoca S�,�- C, ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y =N FEE CURREN L_ILN_j Address License # MECHANICAL COMPANY 11 SIGNATURE I REGISTERED LILN _j FEE CURREN Address I I License # OTHER I COMPANY I SIGNATURE REGISTERED LY= FEE CURREN Address F— I License # F— Pr--Quns:NTIA1 Aft—h 19N PW Plane 19N—fc ofp.dlffl— PI—c- 11N —f nfP—mv 17—m— P-r)-\Af Pnrmiffnrna— nctriwfinn 813-780-0020 City of Zephyrhills Permit Application Fmx-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject m"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 horequired mbolicensed inaccordance with state and local regulations. mthe contractor ianot licensed uerequired bylaw, 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 mcontact the Pasco County Building Inspection Division —Licensing Section mt727'047-DOO8. Furthennona.if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions ufthe "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 |opermitting privileges 1nPasco County. TRANSPORTATUON|K8PACT/UT|LVT0ES 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 b*paid prior toreceiving "certificate of final powerrelease. |fthe project does not involve acertificate nfoccupancy o,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 topermit issuance ivaccordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter T13'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 ingood faith mdeliver xmthe ''pwmer"prior tucommencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will bedone incompliance 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 inthe jurisdiction. |also certify that | 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 uubeincompliance. Such agencies include but are not limited to: - Department nfEnvironmental Protection -Cypress Bayheada, VVed|mnd Areas and Environmentally Sensitive Lands, VVater8Woatewah»rTnaotment. - Southwest Florida Water Management Dietdot-VVe||s, Cypress Bayheada, Wetland Anees, Altering Watercourses, - Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-VVeUs, Wastewater Treatment, Septic Tanks, - US Environmental Protection Agency -Asbestos abatement. - Federal Aviation Authority-Runvvoys. | understand that the following restrictions apply »othe use offill: - Use nffill innot allowed inFlood Zone Wpunless expressly permitted. - If the fill material is to be used in Flood Zone ''A'. it is understood that a drainage plan addressing a ^oVmpensahng volume" will be submitted at time of permitting which is prepared by professional engineer licensed by the State of Florida. - |fthe fill material is to be used in Flood Zone ^A" in connection with a permitted building using stem wm|| 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, | certify that use of such fill will not adversely affect adjacent properties, If use of fill is found to adversely affect adjacent pnopmrt|em, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots |asm than one (1) acre which are elevated by fill, an engineered drainage plan is required. |f|emthe 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 ecorrection uferrors inplans, construction o,violations ovany d ]EverypannitieouedahoUbecomninva|idun|eoothe"m,k 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 (s) 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. Who is/are personally known tonemhas/have produced _No ry Public Suhnchb*dand sworn Who is/me personallyknow to me or has/have produced A -as identification. 6__� Vn/ L_/_ '14 Notary Public cnmmiqqinnmn TAMPA, FL 33625 fTy, STATE and ZIP CODE 2 0— /-)A /", /A "// 5 F .Vernally Owned & Operated For Over 30 Years. — r1% PROPOSAL NO. JOB NAME MAN-YAg"NAWAYMMM LICENSE # RX 0055031 SCC 131149714 SHEET NO. COLOR SCREEN rC-glat. PAN COLOR GUTTER KICK PLATE-9-% 11 C EXTRUSION ATTACH TO: ('ft J6e al 1k 1 I' ",oc,4 qka WALL — 7-� A C 4-efe FASCIA t kie`4 -e- r i HEIGHT (A-, �4V4 A �'e 174 t4 OVERHANG - a"a 4� ... ooP MANSARD All" GABLE FLAT DOORS SUPER GUTTER 4f aAd JavA 5'pa&,f 5, WINDOWS INSULATION R00 PAN ROOF BONDED ROOF CONCRETE FOOTER NOTE: ANDERSON ALUMINUM WILL NOT BE RESPONSIBLE FOR ANY REQUIRED ELECTRIC UNLESS SPECIFIED ON THIS CONTRACT, YOU MAY CANCEL THIS TRANSACTION WITHOUT PENALTY OR OBLIGATION WITHIN THREE BUSINESS DAYS FROM THE ABOVE DATE. IF YOU CANCEL, ANY PAYMENTS MADE BY YOU UNDER THIS CONTRACT WILL BE RETURNED WITHIN 10 DAYS AFTER YOU GIVE WRITTEN NOTICE TO THE COMPANY OF YOUR CANCELLATION. IF YOU CHOOSE TO CANCEL AFTER THE THREE DAY RECISION PERIOD YOU WILL BE RESPONSIBLE FOR ANY EXPENSES INCURRED BY THE COMPANY. THIS WILL INCLUDE BUT IS NOT LIMITED To SALES COMMISSIONS AND PERMIT/ENGINEERING EXPENSES, VC PrID11aye hereby to furnish material and labor — complete in accordance with above specifications, for the sum of: dollars to be made as follows- M i M FL # Application Typ Code Version iilmalzk*�ef WaR =� M 'Wepresentative Address/Phone/Email 15IMMOMM: Revision 2020 Approved KIM-777" Mr-T-73r., 350 Burbank Rd. Oldsmar, FL 34677 (813) 855-2627 lnfb@structall.com Frank Bennardo Evaluation Report from a Fla Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bennardo, PE. Evaluation Report Florida Ucense PE-0046549 Quality Assurance Entity TI RADCO LLP dba RADCO A Twining Company Quality Assurance Contract Expiration Date 06/01/2021 Validated By Keith E. Lorinos, PE M7 Validation Checklist - Hardcopy Received 92HEMM�� Sundaw XW ASTM E72 1998 ASTM E72 2005 ASTM E84 1991 3/312021 Rorida Building Code online IM= WrOT11Wk. T Sections from the Code = . E Date Submitted Date Validated jw. Urnft of use Approved for use in HVHZ: Yes Approved for use outside Hv"Z: yes Impact Resistant: No Design Pressure.. Other: See Install allowable pressures. See Installation for panel limitations & spans. Description Steel Skins Installation Instructions =�%rdo, RE. PE-0046 Created by Independent Third party: yes Evalu,abon Reports LlS4 MIAI Of Created by Independent Third party: yes QaUKU&::i tBWMLZQ.- �- The State of Florida Is an AA/EEO employer. ftAGY-5jUWx=:: Under Florida law, email addre-ases are pubk records. If you do not want your e-mall address released in rjMWA mail to this enU Instebd re-sponsetoanuhfir---m�.co% -,I � " WR* 1W I 'i AN �!.gibjgx I F11 M. ROOM,, WNW --1— 71irun can DP made available to the public. To determine if you area licensee �und& Chapter 455, Pr*Ouct Approval Accepts. zMWM9M BOUNDARY & AS -BUILT SURVEY DESCRIPTION: (AS FURNISHED) LOT 22, BLOCK 9, ZEPHYR LAKES SUBDIVISION PHASE 4B AS RECORDED IN PLAT BOOK 85, PAGE(S) 126-128, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. ZEPHYR LAKES SUBDIM90N PHASES 1A, 2A, 2B & 4A PLAT BOOK 80, PAGE 37 I LOT 21 LOT 23 BLOCK 9 TWO STORY BLOCK 9 CONCRETE BLOCK & WOOD FRAME RESIDENCE FINISHED FLOOR 0 in ELEVATION-91.83' z Cfi COVERED 0 ENTRY - �0. V) A'#,*&E 87 RSS: 382SONNET LANDING AVENUE EDGE OF I ZEPHYHILLS, FLORIDA 33540 WAU( IS WS( FOR THE BENEFIT AND 0,-4'-V EXCLUSIVE USE OF: PETER JOSEPH PICARD FOUND NAIL AND DISC- GINA LOUISE PICARD La #6393 LAUREN C. CAPPELLO DHI TITLE OF FLORIDA, DHI MORTGAGE COMPANY LTD. W DHI TITLE INSURANCE COMPAN�_ NOTES: 1. ALL DIREC11ONS AND DISTANCES HAVE BEEN FIELD VERIFIED, INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOLIND ON 08-15-22, UNLESS OTHERWISE SHOWN, 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED. 5. bUILDING TIES SHOWN HEREON ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES, 6, ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC SURVEY BENCHMARK "V 662" NTH AN ELEVATION OF 107.5,3' NAVD 88 DATUM, PASCO COUNTY, 7, TREES SHOWN HEREON WERE IDENTIFIED AND POSITIONED BY THE CLIENT AFTER THE COMPLETION'OF THE LANDSCAPING, AND NOT BY THE SU06013 AT THE TIME THAT THIS FINAL SURVEY WAS PERFORMED IN THE FIELD ON 08-15-22 F LUUU NUTS: I HAVE EXAMINED THE F.I.R,M, MAP NO. 12101CO293F, DATED 09/26/2014, AND FOUND THE SUBJECT PROPERT, APPEARS TO UE IN ZONE 'X", AREAS DETERMINED TO BE SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUNDATION BY THE IX ANNUAL CHANCE FLOOD THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M,A, AGENT FOR VERIFICATION, BEARING BASIS: 3EARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF SONNET -ANDING AVENUE BEING N89'53'26W, PER PLAT. FIELD DATE:) 11-16-21 SCALE: -f = 30 _FEET APPROVED BY: jB_ JOB NA 110733 —LOT 22, BLOCK 11 1 �111?NALI RE 8 FOAMI DRAWN BY: C, EDGE F 0 &SR WALK OIS 4_ 2' MIAMI CURB sa PI 38,72' 27 -00' pi N89'53'26'W 308.72' 'o 41/ (REFERENCE BEARING) SONNET LANDING AVENUE OLLJ� .1 TRACT 50, W1 "A"_jz DE PRIVATE RIGHT OF WAY ie V) I mmmom x;QK*mwl RIGHT OF WAY LINE DRAINAGE FLOW EXISTING ELEVATION A/C AIR CONDITIONER CONCRETE OBW CONCRETE BLOCK WALL CNA CORNER NOT ACCESSIBLE -ep CONCRETE PAD CS CONCRETE SLAB CKIMCRETA K F.E.M.A. FEDERAL EMERGENCY MANAGEMENT AGENCY F.I.R.M. FLOOD INSURANCE RATE MAP ID IDENTIFICATION LB LICENSED BUSINESS LS LICENSED SURVEYOR D&AE DRAINAGE & ACCESS EASEMENT BE DRAINAGE EASEMENT UE UTILITY EASEMENT NAVD NORTH AMERICAN VERTICAL DATUM :SR WATER SERVICE RISER (D DRAINAGE MANHOLE 1 30' MAAMm �A 0 15 30 SET NAIL AND DISC LB #6393 FOUND NAIL AND DISC LB #7013 0 FOUND 1�2` IRON ROD AND CAP #7 LB 01 (P) PER PLAT (M) MEASURED O/S OFFSET PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PI POINT OF INTERSECTION PK PARKER KALON POC POINT ON CURVE POL POINT ON LINE PRC POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUME PSM PROFESSIONAL SURVEYOR AND M PT POINT OF TANGENCY SO.FT. SQUARE FEET S/W SIDEWALK TYP TYPICAL WS WATER SERVICE ELF ELECTRIC UGHT PEDESTAL TVB TELEVISION BOX 4 FLORIDA STATUTES. Diqjt.Jly�JgdbyJ.W!lJmm S—ymg -0-tw, & M�ppimq, ou=pmf�SSI-1 La�d S,yo,, e(maikjboleman@asmcorporate.co FOR va Nl�: 2022.08.1714�54:11-04'00' TH nRE M d PICARD 9-27-23 El Single PDF El Each Page Separate option to wwwahigdnun2screend sjgixom and provide Paccount w Payment: t (For Credit Card option go to pay by credit card) Engineering prepared by: s 0 .� SIRa Engineer. Michael Thompson, MSc, P.E. (P.E. # 47509) 01 Vineland cad- Suite A6 Orlando, FL 32811 ceo 8-607-0747 or 407-734a-1470 Call: 407-721- 292 Project Manager Paul Thomas 9- Fax: 8-923- 1 1 y��..:��y /; 9�:/ 6.\\............ ...�... «-»<::< ��; Ultimate Wind Speed (mph): 130 \»f++++ b>\>° Risk Category: Side Wall Uprights Chair » Mck Plate Roof Ridge Beam (gable style): Beams —X— «a§ }S$ Pool []Gunite ElFiberglassw Overall Other: . . . .. . ...... : .. . . . tam <: .��.�,..... »m« «<.. »a,>�.:« ..: �.�. X c; General Notes & Design Standards (Screen Patio Room Enclosure) The following are general design standards. More stringent design standards may be noted on the plans. In the event of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the more stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction. Design Codes: Florida Building Code 2020 (7`r' Edition) Aluminum Design Manual 2020 ASCE 7-16 ALL ,i� Design Loads: CODES FLORIDA BLJILDING ( E Pursuant to FBC Chapters 16 & 20 ' IC ' URIC €CODE Ultimate Wind: -130 MHPH (FBC Table 2002.4) (35 psf) AND � '1 � Y � ,��f p ,YH 1 S Risk Category: -See attach site specific plan sheet (FBC Table 160 DINANCE S, Exposure Category: -See attach site specific plan sheet (FBC 1609.4.3) Additional Load requirements: Structural members supporting screened enclosures are designed for wind in both of two orthogonal directions using the pressures given in Table 2002.4. Each primary member is also designed for a 300 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. In addition to wind pressures, purlins is also be designed for a 200 pound load applied vertically downward along any 1 foot of any member, not occurring simultaneously with wind load. "OCT 023 Design Basis: (�t i Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety 1act�f t General Requirements: �y >.• Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies accep �. information shown as correct and obligates himself to any expense, real or implied, arising from their use. A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the contractor and must be submitted to the engineer for approval. The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall bear no responsibility or liability for the construction of premises and accuracy of the drawings. Foundation and Earthwork: Applicable only when unsuitable soils are encountered. When unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer. Soil bearing capacity — 2,000 psf Minimum Provide neat excavation for footing and place concrete immediately after excavation and inspection. Pump water from footing excavation if greater than one inch. Compact all fill to 95% ASTM D698 density. Unit soil weight = 105 pcf Internal angle of friction — 30 degrees Coeff. Of friction between footing and soil — 0.5 Michael Thompson, P.E. 947509/CA930930 4401 Vineland Road., Suite A6, Orlando, FL 32811 _ (P) 407-734-1470 (F) 407-734-1790 www.aluwninumsereendesign.eorn Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum design. All aluminum shall be 6005-T5 (E= 10,000 ksi; Fy = 35 ksi) with a minimum wall thickness of 0.046" Splicing prohibited without prior approval as to location and type. Burning of holes in aluminum members is prohibited. Any member with burned holes must be replaced. Aluminum Protection: Shall be pursuant FBC 2003.8.4. Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or other masonry materials, shall be protected with powder coated or ESP paint or alkali -resistant coatings, such as heavy -bodied bituminous paint or water -white methacrylate lacquer. Screws: Aluminum self -tapping screws shall conform to ASME B18.6.4 specification. Self —tapping screws shall meet the requirements of ADM J.5 Maximum fastener spacing shall not exceed (3+20t) where `°t" is the member thickness in inches. For roofing and siding connection, use minimum 412 screws for end and side laps spaced at 12" max for side lap and end lap fasteners shall be no more than 2" from the end of overlapping sheets. For bottom plate and column base, secure with '/4" tapcons a minimum embedment of 1 1/8" and 2 '/4" respectively into concrete footer. Bolts: Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro-galvanized steel. Double cadmium plated steel bolts may also be used. Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shall be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter. Bolts shall meet the requirements of ADM J.3 Chair Rails Purlins $z Wind Brace: Chair rails, purlins and wind brace shall conform with the below maximum span length. If the event contractor's specific site plan conflict with the below recommended length, the contractor shall utilize the more stringent dimensions and member sizes prior to ordering materials, fabrication and/or construction. Wind Speed =130 MPH 2 x 2 Chair Rail = 6'-6" 2 x 2 Purlins = 6'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.I25) Wind Brace = 9'-0" 2 x 3 Chair Rail = 8'-0" 2 x 3 Purlins = 8'4' 2 x 3 Wind Brace = 8'-0" 2 x 4 Wind Brace = 9'-0" Concrete: Conform to ACI 318, latest edition and ACI 301 Compressive Ultimate Strength (Minimum at 28 days) shall be 3000 psi Exposed chamfer edges shall be 3/4" Reinforeigg Steel: Conform to ACI 318 and 315, Latest edition All reinforcement steel shall be ASTM A615 Grade 60. Smooth dowels & ties shall be ASTM A185 Welded Wire Fabric shall be ASTM Al 85 or A82 (Flat sheet). Deformed bar anchors shall be ASTM A496, Grade 70 Cover: Footing 3" Washer: Washers shall be used under bolt heads and under nuts. Michael Thompson, P.E. 447509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.alurn inunscreendesign.com Hole Alignment: Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips and foreign matter between contacting surfaces shall be removed before assembly. Beams c& LnE gh In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations prior to ordering materials, fabrication and/or construction. 130 MPH PRIMARY BEAMS & COLUMNS -SCREEN & PATIO ROOM ENCLOSURES ROOF PANELS Max Beam Span & Max Insulated Roof Column Beam -Size Spacing Column -Size Max Column -Height Pan Roof Span S an 2 X 3 6-0" 2 X 3 8 -0 3 Spans 13 -6 3 Spans 15 -0' 6" Spans 20'-0" 2 X 4 8'-6" 2 X 4 8'-6" 2 x 5 10' -F 2 x 5 9' -0" 2 X 6 12'-0" 2 X 6 10'-0" Knee Bracing: Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and length requirements. Knee bracing on upright above super gutter intersection shall be connected to upright no more than 6" above the super gutter. Knee brace size shall be a minimum of 2 x 2 for beam span of 15' max; 2 x 3 for 30' max; 2 x 4 for beam span greater than 30'. Purlin: Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall not exceed 7'-2". Intermediate/Header Beam: Contractor is required to install a minimum 2 x 7 intermediate header beam supported with 3 x 3 column spaced at 10 feet (max) when insulated roof span exceeds 15 feet. Patio Cover: Contractor is required to install insulated roof covering pursuant to the Florida product approval specification. Overhang shall be a maximum of F-0" along the side, 3'-0" along the front and 1/2" along the front interface between the super gutter and the attached pool cage knee riser wall. Maximum deflection shall be limited to L/80. Edge Distance: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer. Vinyl tempered class and acrylic raaneIs: Vinyl, tempered glass, and acrylic panels shall be removable. Removable panels shall be identified as removable by a decal. The identification decal shall essentially state "Removable panel SHALL be removed when wind speeds exceed 75 mph (34 m/s)." visible when the panel is installed. Michael Thompson, P.E. 447509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com In the evert! of a comTd in member sizes s*m on the 08% WW the general notes, #* contractm must ul#ize the more stringent member size requirements. Engineer, Michael pton, P.E. 47509CA30930 EXTRUDED GUTTER IS ATTACHED 3" INSULATED ROOF WITH #10 1" 6" FROM ENDS 24" O.C. ROOF IS ATTACHED TO FRONT WALL, WITH 4) 410 4" PER PANEL, 2X4 FRONT WALL TOP PLATE HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL 2 HINGE EACH DOOR IS SCREWED INTO UPRIGHTS WITH 410 1" 6" FROM ENDS 24" O.C. PHONE: FAX: 407-734-1790 (OPTIONAL) KICK PLATE IS ATTACHED TO STRUCTURE WITI-I #10 1" 6" FROM ENDS 18" O.C. EXTRUDED FASCIA IS ATTACHED TO 3" INSULATED ROOF WITH 410 1 " 6" FROM ENDS 24" O.C. 3" C CHANNEL IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. & TO 3" INSULATED ROOF WITH (6) 410 1" PER SIDE UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) 1-10 3", CAPRI CLIPPED WITH (4) 410 1" PER CLIP BLIND CLIPPED WITH (4) 410 1" PER CLIP 1 X2 IS ATTACHED TO FRONT WALL WITH # 10 2" 6" FROM ENDS 24" O.C. CHAIR RAIL 1S ATTACHED TO UPRIGHTS WITH EITHER: BLIND SCREWED WITH (3) #10 3" OR. CAPRI CLIPPED WITH (4) 410 1" PER CLIP OR BLIND CLIPPED WITH (4) 410 L" PER CLIP UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) 410 2" OR CAPRI CLIPPED WITH (4) 41.0 1 " PER CLIP & BLIND CLIPPED WITH (4) 410 1" PER CLIP DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" CONCRETE EMBEDMEN`I' DFPI'H " INSULATED ROOF IS ATTACHED -1-0 .LUMINUM STRUCTURE WITH 410 4" " FROM ENDS 24" O.C. 2X3 SIDE WALL TOP PLATE 1 X2 IS ATTACHED TO BLOCK STRUCTURE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 2X3 SIDE WALL UPRIGHTS 2" X 2" X 1/8" ANGLE IS ATTACHED TO UPRIGHT W/ (2) 410 1" & INTO CONCRETE W/ 2-1/4" X 1/4" TAPCON 2X2 CHAIR RAIL IX2 IS ATTACHED TO CONCRETE WITH: 2-1/4" X 1/4" TAPCONS OR 5" X 1/4" IF THRU PAVERS OR 410 2" IF TO WOOD DECK 6" FROM ENDS 24" O.C. a a Q THIS STRUCTURE, HAS BEEN DESIGNED IN ACCORDANCE TO MEE I' THE REQUIREMENTS OF "I HE 2020 (7TH EDITION) FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUC`I'URES AND SHALL tiNITH STAND ULTIMATE WIND SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101 A MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO NIA"I'ERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMNIEDIATELY SHOULD SI`CE CONDITION'S DIFFER FROM CONSTRUCTIONPLANS tl a r allig♦ r a SUITE A6 !t!�K30930, 32811 47509