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HomeMy WebLinkAbout119 Orion WayCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 6_ a789 Documented Construction Value: $ 5 56_0 Job Address: r'I O o o-c Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New gAdditionEl Alteration Repair DemoM Change of Use Move Phone: q Q% 3-;) Y g 9 6 OFax: Property Owner Information Name O V A Street: n d City, State Zip: Phone: k( O 7 3 od (( 37 Resident of property? : S C©kvl Contractor Information / QName' :::.x:h,.:.; 1 r < i Cl 2 J Phone: 1-( d 7 3a `( 9 ! G Dr,# r _ Street:.-e% 9 t-h'L21,' P/ Fax: City," State Zip:,, 1 3222S State License No.: Architect/Engineer Information Name: (A.? ) r, —j Phone: Street: 0 C) V I 1A , d 2C (J Fax: _ City, St, Zip: n l (/tAdz 6" E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the -work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code 0 Revised: June 30, 2015 Permit Application C lJ 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 permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. S' re of Owner/Agent D Signature of ontractor/Agent Dat en Print Owner me Print Contractor/Agent's Na e ary- a Date rgnature of Notary- fate of Florida Date Owner/. OUN DORION z ; p ; Notary Public - State of Florida Commission # FF 181319 My Comm. ExpiresOA Bonded through Natio Contractor/Agent Produced ID SE ONL Nfl4afy-Pub}ie— State of Florida Commission # FF 181319 My Comm. Expires Mar 27, 2019 Bonded through National Notary Assn. Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: VUTILITIES: ENGINEERING: FIRE: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: ejr COMMENTS: ceoAow, ek, L&f)\nA Screen r'wn ancJ inS4all net-1 10 x lie etil cm" Revised: June 30, 2015 Permit Application SCPA Parcel View: 02-20-30-520-0000-0540 http://parceldetail.scpafl.org/Parcel Detail lnfo.aspx?PfD=0220305200... I Property Record Card j off on id IM14 e,CfA I RP Parcel: 02-20 30-520-0000-0540AOwner. VAZQUEZ JOSE A & LYDIA & ANDERSON JAIME ? srrtrxitr:cotxvrr,rtcxa . I Property Address: 119 ORION WAY SANFORD, FL 32773 Parcel Information Value Summary le,.]07A 540 2016 Working 2015 Certified Values Values e& DIA & ANDERSON JAIME - - -- - - --- - Valuation Method Cost/Market Cost/Market Property , 11Y SANFORD, FL 32773 Number of Buildings 1 1 Mailing 1 119 ORION WAY SANFORD, FL 32773-4417 Depreciated Bldg Value $86,777 $76,926 Subdivision Name' PLACID WOODS PH 1 Depreciated EXFT Value $600 $651 OTaxDistrictS1-SANFRD Land Value (Market) $18,000 $18,000 DOR se GLE FAMILY Land Value Ag Exemptions 1 00-HOMESTEAD(1999) Just/Market Value ** $105,377 $95,577 Portability Adj Save Our Homes Adj $17,203 $12,550n Amendment 1 Adj $6,647 $5,933 P&G Adj $0 $0 Assessed Value $81,527 $77 094 4q Tax Amount without SOH: $1,114.34 2015 Tax Bill Amount $858.93 Tax Estimator Save Our Homes Savings: $255.41 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments i Legal Description LOT 54 PLACID WOODS PH 1 PB 51 PGS 23 THRU 29 Taxes Taxing Authority Assessment Value Exempt Values County General Fund 81,527 Schools 88,174 City Sanford 81,527 SJWM(Saint Johns Water Management) 81,527 County Bonds 81,527 Sales Taxable Value 35,486 46,041 25,000 63,174 25,000 56,527 25,000 56,527 25,000 56,527 Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 10/1/1998 03523 0421 80,400 Yes Improved WARRANTY DEED 6/1/1998 03436 1750 57,600 No Vacant Find Comparable Sales Land Method Frontage Depth Units Units Pnce LOT 1 Building Information Is Bed/Bath count incorrect? Click Here. Yearuilt Description Actual/Effective Fixtures Bed Bath Base Area !Total SF Living SF Ext Wall Land Value 18,000.00 $18,000 Adj Value ! Repl Value Appendages 1 of 2 10/3/2016 2:22 PM 1111111 11111111111111111111111111111111PermitNumber: Folio/Parcel ID #: -1 Prepared . -- C)_5q p'`rJ(ANhlE t1OR3Er SEh1INOLE COUNT'i' C EE0% OF CIRCUIT COURTCONF'TROLLER 97 .E N3 1.611 (1''95) CLERK' S v ?Ij1 1Ct4.3Eo RECORDED 11-1/11;/,,7016 il.tu 6 hy'I RECORDINGFEESflil,ilil RECORDED G'f hdavoi-a NOTICE OF COMMENCEMENT State of Florida, County ofQww ,,,,; "k n ir1- The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property gal descrip * n of the property, and street address 'f available) Cl 0rIc, o el 3 77Y [3 2. General description of iwe ent l-F140 / % , C D 3. Owner information or Lessee information if the Lessee contracted or the improvement Name o r V' 4 uL 2- r _ Address Interest in Property Name and address of fee simple titleholder (i ifferent from Owner listed above) Name Address 4. Contractor , Name fir, tf Telephone Number L( 9 6 Address e EI 5. Surety ( if applicab , a copy of the payment bond is attached) Name Telephone Number Address Amount of Bond $ 6. Lender Name Telephone Number Address 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by.§713.13(1)(a)7, Florida Statutes. Name Telephone Number Address 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in 13(1)(b), Florida Statutes. Name v, rLy r _ Telephone Number 02 C/ t C 6 Address A'?` b r) - _ , , . - I ( :,! _,'.-w C7 2-'7- -;;, -,-, 9. Expiration date b nonce of commencement he-expiratidn date r ay'notbe before the'comipl&i`oriof' construction and final payment t the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOURAINDER OR AN ATTMNEY BE'V-ORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Sig t r ofOwner or Lessee, or Owner's ee's A rizedd Officer/Director/Partner/Manager Signatory's Title/Office The foregoing instrument was acknowledged before me this day one 4-b t a l month/year name of person as for T of au h icer, trustee, attorney in fact Name of pa behalf of whpminstrument was executed o _ d Sign ry grublic — e of Florida Print, type, or mp commissioned name of Notary Public Personally Known OR Produced ID roe PAYp e,BRYAN DORION ype o uced 4 . s+ pawl i - t R R't' I EDCOPY— YA E MORSE 4 `', 4PP. s i Commission # FF 1813719 OCTERK OF THE CI ,C CO a • ; `"" %, pc My Comm. Expires Mar 27, 2019 tt 0 c5 O COMPTR Ll va Bonded through National Notary Assn. EMINOLE COU FLOR Form content revised: 10/17/110 taw By DEPUTY CLFRI( 91 10/11/2016 08:21 4079229099 P PAGE 01/05 WrCORD COPY AM ALUMINUM SCREEN DESIGN WEAawDA,'iJ,er,.J!',UM & Corstfuchcn Engineering REVIEWED FOR C E COMPLIANCE n Types: PLANS EXAMINER Screen Room DATE Pool Screen/Cage (Removable Screen - Remove screen when wind speed exceeds 75 MPH) Pool Screen/Cage (Non -Removable Screen Designed to withstand actual Wind Speed) Car Port P\jatioCoverr V Te#erence: c" New Revision[] Date: 1,4 - Project Address: ANFORD RQ_=i.- ING, !') ION Contractor Name: PRAGER BUILDERS INC , Ii;,..I, CJt: H i i5fRUrD TO BE AAPERMITISSUEC LICENSE TO PROCEEDVU!ia THf: 1h'C?R!t AND NOT AS Address: 2038 STONEWALL PL UTHORITY TO tillpL.ATt . c;fi.NCEL, ALTER OR SET ASIDE ANY OF THE 'ROV,S!ON5 OF THE TECHNICAL r:OOES, NOR SHALL iSSUANGE (;f' A PERMIT PREVENTwrI. ky: SANFORD THE BUILDIN(J OFFIGIAL FR ?M THEREAFTER REQUIRING A CORREt: TION Oie ERRORS IN PLANS, Zip Code: 32773 CONSTRUCTION OR vjC)i a T1ONS OF THIS CODE Phone/Fax: 407-353-9555 / 407-322-•3039 Email: INFO(§PRAGERBUIL.DERS.COM Choose One: Mail[] Pick Up Fed Ex*[] . No of Co I-D/ For PedEx option got to www,aluminumscreendesign.com and provide FedEx account #) s,NFr o D Payment: CheckF Credit Card o For Credit Card option go to www.aluminumsdreendesion_com to pay by Credit card) FfART`` Engineering prepared by: 16-2789 NEASD, 1 L Engineer: Michael Thompson, MSc, P.E. (P.E. #147509)---_ _ 5200 Vineland Road — Suite 250, Orlando, FL 32811 10/11/2016 08:21 4073223039 P PAGE 02/05 ALUMINU SCREEN DESIGN M AVowASAw Aluminum & Const,ucfion Engineering Ultimate Wind Speed (mph): /5"'0 Exposed Category: C Risk Category: Screen Roo Insulated Pan roof~ F] Fascia Wall: Block[--] Uprights 5x x-- Top Plate Conventional x z-- Kick Plate Pool Screen/Cage: Dome GableLi Mansard Gutter Wall: Black Conventional Beams x . Uprights Purlin x Car Port: Insulated Pan[] Fascia Wall: Block Conventional Beams x Post x Patio Cover: Insulated Pang] Fascia Wall: Block Conventional Beams ,x Post - X 4 fie: ist New: 4" Slab Pier Rlbbon Footer x Pavers Other: 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 2014 (5" Edition) Aluminum Design Manual 2010 ASCE 7-10 Design Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -130 MPH (FBC !able 2002.4) (35 psf) Risk Category: -See attach site specific plan sheet (FBC "/'able 1604.5) 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 I 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 I foot of any member, not occurring simultaneously with wind load. Design Basis: Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor General Requirements: Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of 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 pef Internal angle of friction = 30 degrees Coeff. Of friction between footing and soil = 0.5 Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com ImimmAS 0 A I U -11 i i P C ' 0 i i u i '!l f, J i r 61 0 f r! ,J 44 `VIti, Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aiuminum 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 #12 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. 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 & 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'-0" 2 x 2 Purlins = 6'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace = 9'-0" 2 x 3 Chair Rail = 8'-0" 2 x 3 Purlins = 8'-0" 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'/4" Reinforcine 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 A185 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. Hole Aliianment: 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. Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com A S D'-' U WI'V 1 .E:i Beams & Uariehts: 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 Beam - Size Max Beam Span & Max Column Spacing Column -Size Max Column -Height Pan Roof Span Insulated Roof Span 2 X 3 6'-0" 2 X 3 8'-0" 3" Spans 13'- 6" 3" Spans 15'-0" 6" Spans 20'-0" 2X48'-6" 2 X 4 814" 2 x 5 10'-0" 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 1'-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. Edee Distance: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or tooter. Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www. aluminumscreendesign.com 73 3 rt 14OP4477---P 7at GC S-36a'7 r Y 1 D 4t- In the event of a conflict in member sizes shown on the plans and the general notes, the c,Ontracter mus4 Utilize the more stringent member size requirements. 7T u zee ZYz 4 CZ tky Laylt j fj l t a ri 10/11/2016 08:21 4073223039 P PAGE 05/05 pear PLAN FOR: MARONDA HOMES, INC,, QES4R/1177o1v 1».C:!F-r !Z-54^d) F2'L./-4c=I17) Wcnc:)OS F=;,"^ t C3T l RM0'? aEp/N PL.Araoc ' :- f PAac(s) ` F-'' PUAIL!C R,-CORDS PIG' 15-=T incalf-- Ct?C/NTi ; F%(7JTiA-0. MINIMUM BUILDING SETBACKS FRONT 201 REAR 151 SIDE I CORNER t51 a3 , n Q ^, . V old 1I` 2"E_ '", '°;;. tv Palo p 97 conk,: z) t5t.oc IY W FINISHED FLOOC N 3= ELEVAi14N .1? "ir8.ts OCAINA&C Tfl'E"Ar• f t.•'':' 278{ A6 f* `_ _RO E p- D PLANS ENG. DEPT., A S - -a hew t~- Gpr,a p SCIf 21 1 raori 0'1 IC?t t_Yr"'tuYY Wr R off fy •ate ->• s -.mot-G. MOTES P F N Ar l P :A r P 1 A ILId11 1. P101 ploh only: Lot has not P - denotes propose'elevation been 'filled In the filled, per engineering plana. Z. Deorin a_ ore bdeGd ah the E denotes existing elevation CEN I E7ZLIME drOfLION 'I?—,- —I' -2- ---V5 FLOOD CERTIFICATION WAM BC1NO N(&IvIIt32-E 5- I hcfeby certify that Ihle Plat Plan was made under my d reclton and tneels the minlntum lechnleal elondarde o' et forth by the Florida ABD RE'VIAMNS. P.C. ndNr(WV111vnr11nE eT. rymi-OF (nNaENcc Y t. voa ,o,nEnS clvnrvnEPrc_ rOiNTOftoMPouNdCURVAfuneen, cd 0na Based on the Federal Emergency Management Agency !toad Insurance raft map, the property slle shown hereon DOES NOT LIE within fit 100 year flood hatard area Lies In Zone '> Com•nunity Ponrl Na.1"lr"`—' 2 i 10/11`/2016 08:21 4073223039 P ,PAGE 03/05 PI"GER BUILDERS, INC.. 5450 Bryant Avenue Sanford. FL 32773 1 IiA a.r.u...: {,Io y ssrt.Qvao • a..«.: {'ory 31 Goan State C:artifed: WIRCOSM07 w ww. S u nro o ni p ro.0 o ni Lr o 7 3 I,-.. I I :v ADDRESS J f' a./.a/.M'/: l'1.1 n'._. r r -0 -' J I•.r_n Y• a _ q. C r( I,,— 1 4 ocnenee• S' r C.A*eoe>ti.: a r„a r r,., L r da area r ire. n4Vr af4G:l• 1 _ veY A"..", DOORS: __.._Y9 r J KICKPLATE: ;Lfd // //? & n 2 GUTTERS: / .. C It, WINDOWTYPE: FRAME COLOP; n r 2JrT I PORCH OVERHANG; HOUSE O.H.: 0, SOFFIT? t pr PEAK: SIDE: 7/ FAN BEAMS: SLAB SIZE; EXISTING SLAB; 4 x /&i4e 7 G»rF E JJJ Ia EM0; Z Nti a wt,. r r,y ] q—r ! l/ IN r7 / %. a• G{ ELECTRICAL: GATE CODE: wwwosILLLnJLooJLLLLLp (o.co1111LL MATERIAL AND W0F KMANSklW GLIARANT)RRD FOR 2 YEARS. NOTE: 1) HAIRLINE CRACKING OF NEW CONCRETE. SLAGS IS A MjTIALs Contractor expressly reserves all contactors. mechanics and material COMMON OCCURRENCE. mans lien which may he asserted wader any provisions of the law to 2) SPRINKLER SYSTEM MUST BE RELOCATED BY CUSTOMER. secure paymu;,t of the contract price and rttay assert and ]ix the same as a 3) DRAINAGE AT BASE OF ROOM IS RESPONSIBILITY OF icn upoo the real property on which installation A made. Purchaser agrees to supply aleatrlcal power at job site. HOM.EOwNER' r' 0 4) FLOOR MAY REQUIRE LEVFUNG FOR TILE INSTALLATIO . L, O 5) OWNER IS RESPONSIBLE FOR ANY REINSPECTION FFFS i DUE TO INACCESSIBILITY OR MISSING PERMIT. I 9 U rQ 6) HOMEOWNER IS RESPONSIBLE FOR H0 ORARC APPROVAL, Ar+9 i Lj I 7) ALL WORK AREAS MUST HE FREE OF DEBRIS AND Emal FURNITURE. y NOTES: Cr r f f'f1n1 h tY.C-4Y l.r c UWe hive read th forgoing proposed contract and accept the same on the terms and conditiom printed on the revcn as stated above. Purchaser r Data Convcj.eTerms;Cash, Check. 3e Fee for Credit Card transactions. Two full years labor and material guarantee. GAL. DUE ALUMINUM SCREEN ED FASCIA IS ATTACHED TODESIGN3"NSULATTED 3" C CHANNEL IS ATTACHED O WOOD STUDSSTRUCTUREWITHT6) ROOF WITH # 0 11 6" FROM ENDS 24" O C. & TO 3T INSULATED ROO# 10 1" PER SIDE FROM ENDS 24" O.C. EXTRUDED GUTTER IS ATTACHED 3" INSULATED ROOF WITH #10 1" 6" FROM ENDS 24" O.C. ROOF IS ATTACHED TO FRONT WALL WITH (4) 910 4" PER PANEL 2X2 POST .046 OR GREATER 2 HNGE 2X2 FRONT WALL TOP PLATE, HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH 9-10 1" 6" FROM ENDS 24" O.C. KICK PLATE IS ATTACHED TO STRUCTURE WITH 410 1" 6" FROM ENDS 18" O.C. ALUMINUMSCREENDESIGN.COM AL UMINUM S C RE ENDE S I GN @YAHOO.COM PHONE: 407-747-1470 FAX: 407-734-1790 UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) 410 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP 1X2 IS ATTACHED TO FRONT WALL WITH 910 2" 6" FROM ENDS 24" O.C. CHAIR RAIL IS ATTACHED TO UPRIGHTS WITH EITHER: BLIND SCREWED WITH (3) #10 3". CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) 410 1" PER CLIP UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) 910 2", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) 410 V PER CLIP DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH INSULATED ROOF IS ATTACHED TO LUNIINUM STRUCTURE WITH 910 4" FROM ENDS 24" O.C. 2X2 SIDE WALL TOP PLATE 1X2 IS ATTACHED TO WOOD STRUCTURE WITH 910 2" 6" FROM ENDS 24" O.C. 3X2 SIDE WALL UPRIGHTS 1X2 IS ATTACHED TO CONCRETE WITH 2-1/4" X 1/4" TAPCONS 5" X 1/4" IF THRU PAVERS) 6" FROM ENDS 24" O.C. MICHAEL THOT;IPSON 4401 VINELAND ROAD SUITE A6 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORL O, FL 32811 SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY I. P.E. # 47509CONTRACTORSHALLFIELDVERIFYALLPLANSDIMENSIONSPRIORTOMATERIALPURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS =a' CA#3 093 0, Page 1 of 2 x zVA 8CIS Home Log In I User Registration Hot Topics j Submit Surcharge Stats & Facts Publications FBC Staff 8CIS Site Map Links Search FlOnda G til „' Product Approval USER: Public User \t G6k Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL2291-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived LJ Product Manufacturer Metals Building Products Address/Phone/Email 7815 American Way Groveland, FL 34736 352) 787-7766 bkaufmann@metalsbp.com Authorized Signature Frank Bernardo frank@engexp.com Technical Representative Bill Kaufmann Address/Phone/Email 7815 american Way Groveland, FL 34736 800) 342-9077 bkaufmann@metalsusa.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 9 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo the Evaluation Report Florida License PE-0046549 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 11/02/2018 Validated By Jorge A. Pomerantz, P.E. 9 Validation Checklist - Hardcopy Received Certificate of Independence FL2291 R8 COI Indeo.Ddf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM E72 1998 ASTM E84 2003 Equivalence of Product Standards Certified By Sections from the Code 10/24/2016 Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/27/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/10/2015 Date Approved 06/23/2015 Summary of Products FL # Model, Number or Name Description 2291.1 Pro -Fab Roof Panels Aluminum and Steel Skin EPS Core Sandwich Panels Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2291 R8 II DwQ.pdf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, P.E. PE0046549 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: - For outside patio construction only. - Refer to FL2291 R8 AE Eval.odf engineering drawing #04-151-0001 for limitations and Created by Independent Third Party: Yes conditions of use. Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: r,` ON N. hecF ,..e , Credit f CUiIh!MEfi1t1GSx 10/24/2016 EPS FOAM CORE ROOF PANELS - METAL SKIN SEAL)OINT WITH CONTINUOUSCAULKINGOR SEALING TAPE OPTIONAL FAN BEAM r 2 PANEL INTERLOCK i N.T.S. VERT SECTION TO WOOD: (2)%4".0 LAG .SCREWS WITH Il MIN. THREAD PENETRATION TO EXISTING WOOD HOST (G=0.55 OR BETTER), Y'4" MIN. EDGE DISTANCE, SPACED AT 6" O.C. MAX. 112" TO CONCRETE: (2) Y"V ITW STAINLESS MIN. STEEL TAPCONS with 13'4" MIN. EMBED. . TO EXISTING 3192PSI NON -CRACKED PROVIDE 1V2" MIN. SPACING BETWEEN ANCHORS IN EACH PAIR, TYP. EXISTING HOST STRUCTURE 13Y OTHERS, TYP. 4' MAX WIDTH PER PANEL INTERL OCKING PANEL rDEPTH (1/4" PER FOOT MIN SLOI TOWOOD (G=0.55 OR BETTER:_Y4"O LAG SCREWS WITH. 0 MIN. WASHERS, 1%z" MIN. THREAD PENETRATION T0. EXISTING WOOD MEMBER, " MIN. EDGE DIST, SPACED 2" FROM EACH END AND 5" O.C. MAX. TO ALUMINUM (6063 T6 MIN. ALLOY): 14"O SAE GRADE 5 SMS WITH 1 S5"O MIN. WASHERS, SCREWS SHALL BE. 1" LONGER THAN PANEL THICKNESS WITH 1 yr' MIN. EDGE DISTANCE, SPACED 1" FROM ENDS WITH THE FOLLOWING BALANCE: TO 0.045" MIN. THICK ALUMINUM: 2" D.C. MAX TO 0.062" MIN. THICK ALUMINUM:. 2-3/4. O.C. MAX TO 0.090. MIN. THICK ALUMINUM: 5" O.C. MAX TO 0.125" MIN. THICK ALUMINUM: 63/4" O.C. MAX s/a"0 SAE GRADE 5 SMS WITH 1 Y2"O MIN. WASHERS, SCREWS SHALL BE 1" LONGER THAN PANEL THICKNESS WITH 1 " MIN. 0.024" OR 0.030" EDGE DISTANCE, SPACED 1" FROM ENDS WITH THE ALUM OR 26ga FOLLOWING BALANCE: STEEL TOP &BOTTOM TO 0.045" MIN. THICK ALUMINUM: 2-1/2. O.C. MAX FACINGS M -1 2" O.C. MAXMIN. THICK ALUMINUM: 3TO0.090 / 1 4" O.G. MAXTO0.125" MIN. THICK ALUMINUM: 6 / TO 0 125' MW. THICK ALUMINUM: 8-1/2" O.C. MAX CONCRETE HOST, 2%2" MIN. EDGE i'. - ia DISTANCE, SPACED AT 12" D. C'MAX. o EPS CORE (1.0 PCF) HOLLOW BLOCK: (2) %4"0 ITW oC-CHANNEL, MIN 0.045" j STAINLESS STEEL TAPCONS WITH II," THICK (6063-T6 ALUM) MIN. EMBED. TO EXISTING HOLLOW CLEAR SPAN (L) INSIDE TO INSIDE BLOCK, 2yz" MIN. EDGE DISTANCE, #Sx9/6" SAE GRADE 5 SMS AT 6" SPACED AT 6" O.C. MAX. O.C. MIN. TOP & BOTTOM.; TYP. i ROOF PANEL/SPAN DETAIL n i N.T.S. VERT SECTION MAXIMUM ALLOWABLE CLEAR SPAN TABLE ROOFS OVER SCREEN WALLS AND PATIO COVERS: P" 3 P nals 4 Panel 6" P I Expo- LNe Loatl i Daneaion 0 024 0.030' 26GA 0.024" (') 0.024' 0 030' :26ga Sleel 0 024 I 0 000' 26ga Wind SpeeA sum . Wor UpliR IL/ Alum Skin Alum Sk n Sleel Skin .plum Skin Alum Skin Alum Sk Skin Alum Skin Alum Skin. S1eN Skin LL 1.1 B PPS 1-LB EPS i-LB EPS .1.'U, EPS 1-LB EPS 1-LB EPS t-LB EPS /-LB EPS : 1-LB EPS 1-LB EPS OPTIONAL GUTTER OR DRIP OVERHANG - CAP 36" MAX O/H AT FRONT & 25% OF LAST PANEL WIDTH AT SIDES (UP TO 12" MAX O/H AT SIDES) TABLE NOTES: 1. CALCULATIONS BASED ON FBC SECTION 2002.4, SOLID SURFACE VERTICAL LOADS, RISK CATEGORY I, 30 PSF MIN LOAD. EXP'B' PRESSURES VALID UP TO 30' MRH. EXP'C' PRESSURES DERIVED USING FACTOR OF 0.86 & EXP'D' PRESSURE DERIVED USING FACTOR OF 0.89 PER FBC TABLE 2002.4A. WIND PRESSURE VALUES FOR 156MPH EXP'C' &'D' 165MPH EXP'C' &'D' OBTAINED USING INTERPOLATION PER ASCE 7-10 METHODOLOGY. 2. DEFLECTION LIMIT= L/120, MAXIMUM ALLOWABLE ROOF SLOPE SHALL BE 3" MAX PER FOOT (3:12). 3. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR GRAVITY LOADS AS WELL AS CALCULATIONS FOR PANEL PROPERTIES, 4. MAXIMUM ALLOWABLE. ROOF OVERHANGS FOR THE VALUES LISTED ABOVE SHALL NOT EXCEED 3'-0". MAXIMUM ALLOWABLE SIDE OVERHANG IS 25% OF LAST PANEL WIDTH. i.e. 12' MAX FOR 48" PANEL WIDTH). 5. (t) INDICATES ROWS FOR USE WITHIN THE HVHZ ONLY. DEFLECTION LIMITS CONSIDERED FOR USE IN THE HVHZ ARE: 5.1. L/80 FOR SPANS 512'-0" 5.2. 1_/180 FOR SPANS > 12'-0" DESIGN NOTES p4SGD ALLOWABLE DESIGN PRESSURES UTILIZED IN THIS DOCUMENT HAVE BEEN CALCULATED PER THE REQUIREMENTS OF THE FLORIDA BUILDING f(1CODE & ASCE 7-10 USING ALLOWABLE STRESS. DESIGN METHODOLOGY WITH THE CRITERIA AS OUTLINED HEREIN. '" IIJJ Z s GENERAL NOTESS'y' 1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE k1t. REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR USE WITHIN & OUTSIDE OF THE. HVHZ. COMPOSITE ROOF CHAPTER 7SECTION 720, 1'Y• •ld1>II U LL W F wlPANELSSHALLCOMPLYWITH CHAPTER 8 SECTION 803, CLASS A INTERIOR FINISH, AND 5 CHAPTER 26 SECTION 2603 OF THE FBC. CONTRACTOR L m W $ SHALL INVESTIGATE AND CONFORM TO ALL LOCAL Z X N 0 a BUILDING CODE AMENDMENTS WHICH MAY APPLY. DESIGN W W 3CRITERIABEYONDASSTATEDHEREINMAYREQUIRE ADDITIONAL SITE -SPECIFIC SEALED ENGINEERING. m 2. THIS SYSTEM IS NOT APPROVED FOR LARGE OR RESISTANCE. WHEN USED WITHIN THESMALLIMPACT HVHZ, THIS SYSTEM SHALL BE LIMITED. TO NON -HABITABLE IU C3 LIVING AREAS. 3. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. RECORD FOR THEEARCHITECTCO4. THE ENGINEER OF / WITH WHICH THIS IS ITY OF ALLUSEDSHALLBERESPONSIBLEFORTHEINTEGRITYALLUSEDPROJSHALLBERESPONSIBLEa HASUPPORTINGSURFACESTOTHISDESIGNWHICHSHALLBECOORDINATED BY'STHEITE_SPERMITTING CONTRACTOR 5. SBE REQUIREDINORDERPECIFICENGINEERING E SEEMSEALED CTIREQUIREDINORDERINDEVIATEFROMLOADS, DEFLECTIONS, ORSPANSCONTAINEDHEREIN. LINEAR DEFLECTIONS, INTERPOLATIONOFTHEALLOWABLESPANTABLESLISTEDory g HEREIN SHALL NOT PERMITTED. CONTACT THIS SPAN AS ENGINEER FORALTERNATECALCULATIONSMAYBE REQUIRED. 6. THE CONTRACTOR SHALL .CAREFULLY CONSIDER 0 S g, POSSIBLE IMPOSINGLOADSONROOF, INCLUDING BUT NOT LIMITED TO ANY CONCENTRATED LOADS W HICH MAY JUSTIFY GREATER DESIGN CRITERIA. THIS ADDITIONAL gti ROOF LOAD CRITERIA SHALL HE PROPERLY ANALYZED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT.io 7. EPS' CORE COMPOSITE PANELS SHALL BE CONSTRUCTED USING TYPE 3105-H254 ALUMINUM FACINGS; 1. 0 PCF EPS. THE EPS FOAM SHALL BE ADHERED TO THE ALUMINUM. FACINGS WITH MOR-AD M-652 m u MOISTURE CURE URETHANE ADHESIVE (BY ROHM & HAAS Co.) FABRICATION SHALL BE IN ACCORDANCE WITH APPROVED FABRICATION METHODS BY METALS BUILDING @ 4' PRODUCTS AT THEIR GROVELAND FACILITY FOR ALL c w u PANELS EXCEPT THE 3" / 0.024" ALUM SKIN / 1.5-lb FDAM n & PANELS, WHICH SHALL BE MANUFACTURED BY METALS BUILDING PRODUCTS AT THEIR GROVELAND FACILITY. m e n 9 8. EPS PANEL PERFORMANCE CHARACTERISTICS FOR. SELF IGNITION, FLAME SPREAD AND SMOKEDENSITYHAVE BEEN QUALIFIED THROUGH APPLICABLE ASTM TEST o STANOARDS. SEE EVALUATIONREPORTFORMOREINFORMATION. 9. ALL FASTENERS TO BE 78 OR GREATER SAE GRADE 5 NIN a 3 UNLESS NOTED OTHERWISE. FASTENERS SHALL BE CADMIUM -PLATED OR OTHERWISE CORROSION -RESISTANT Sj'- S$ q MATERIAL AND SHALL COMPLY WITH "SPECIFICATIONS FOR 3 ALUMINUM STRUCTURES" SECTION 1.3.1 BY THE ALUMINUM F ASSOCIATION, INC., & ANY APPLICABLE FEDERAL, STATE, ul r' g:5 AND/OR LOCALCODES. 10. CONCRETE ANCHORS NOTED HEREIN SHALL BE z EMBEDDED TO NON- CRAKCED CONCRETE ONLY. INSTALL11 ALL CONCRETE ANCHORSPERMANUFACTURE'S RECOMMENDATIONS. B ILiI' d 11. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT RI g qq ELECTROLYSIS. 12. ENGINEER SEAL AFFIXED HERETO VALIDATES L.8$ STRUCTURAL DESIGN ASSHOWNONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES 4 aji a RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THATWHICH WPfPoW4A01FRNA(Ll1WW=PE 15.-2406 IS D FORBYLOCAL,FEDERAL EDEVIATIONS CODES & FROMOFSAPLAN. 13. EXCEPT A5 EXPRESSLY PROVIDED HEREIN, NO PAGE SCALE: N.T.S. ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE DESCRIPTION: INTENDED. 14. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE DERIVED FROM I S. PANELSTRUCTURALPROPERTIESCERTIFIEDTESTREPORTS (REPORT NOS. 50332-A, 50410-A, 50410-B, 50410-C, 50410-D, 50410-E, 50410-F, 50410-G, 50410-H, 50410-I', BY TERRAPIN TESTING, ING). e MAXIMUM ALLOWABLE CLEAR SPAN TABLE ROOFS OVER ENCLOSED SUNROOM ADDITIONS: I Uve Loaf : 1`11-1-ad sure ' 8/or Upl11 j Limit U...) 0.024" Alum Skin 1-LB EPS 3' Panels 0 030 "1 Steel i DA2q" (") Alum Skin Skln Alum Skin 1-LB EPS '. 1-LB EPS 17.5-1.8EPS 4" Panels 0.024' ' 0 030" Alum Skin _ Alum Skin 1-LB EPS - 1-LB. EPS 28ga Steel Skin 1-LB EPS 6" Panels 0.024 6030' 269a Alum Skin Alum Skin Steel Skin 1-LB EPS I t-LBEPS ;1-LB EPS 100 MPH B -': 13 PSF 120 13'-11" 16' 2" I 17' 2" 14' 7" 16'-6" 17' 10" 20' 4" 20 11 21' 12" "'. 23' 0" 100 MPH B ! 13 PSF ! 180 12' 2" 14'-t" 1V-0 ! 12'-9' 14'-5" 15'-7" 17'-9" 18'-3" 1V-2 ! 2Z4" 100 MPH 8 13 PSF 240 114-1" 12.10" I 1T-8" 11'-7' 13'.1" 74'-2"-T 16'-2" 16'.7" 1T-5" I 20'4' too MPH C 16 PSF 120 13'-1" 15'-2" j 16'-2 131-8' 15'4i" 16'-9" 18'-8" 19 7" 20'-7" i 23'-0" too MPH C 16 PSF 180 11'-5" 13'-3" 14'l" I IV-11" 13'.V' 14'-7" 16'-8" 1 17-l" 18'-0" I 20'-12" 100 MPH C 16 PSF' ! 240 10'.4" 12' 1"' 12'-10" I 10'40" 12'4" 13'-3" 15'-2" 15'-7" ''; 164" ( 19'-1" 100 MPH D 19 PSF ( 120 12'-3" 14'-3" j 14. l V* ! 12'-10" 14.6" 15'-8" 16'-11" 18 4' 19'4" I 21'-6" 100 MPH D 19 PSF 180 10'-8" 1Z-5"' I 133 I 11'-2" 12-8" 13'-8" 15'-8" 181 ! 16'-11" I 17-8" 100 MPH D 19 PSF 240 9'-9" l l'-3' I 12--0" ! 10'-2- 11 46" 17-5" 14' 2" 14'-7' 110 MPH B 16 PSF I 120 13-1" 15'-2' I 167 1T-8- 15-6" 18'-8' 18'-7" 19'4' 20'7" 23'-0' 110 MPH B 16 PSF 180 11'-5" 14'-1 11'-11" 13.6' 14'-7" 11'-1" IT-l" 174t2" 20.12" 110 MPH 8 16 PSF '': 240 10'-4" 12' 0" 12 10 10'-10" 72-3" 134' 15'-2" 15'-6' 16.4' 19' 1" 110 MPH C ! 19 PSF ! 120 12'-3" 14'3". i 14ll 12'-10" 14'-6" 15'-6" 16,41" 18'-4' 194" 21'-8" 11a MPH C 19 PSF 180 10' B" 12' 6' I 13-3 11'-2 1Z4"' 13'-8" 15'4" 16--1' 78' 11" I 19'-8" 110 MPH ! C 1 19 PSF I 240 9'-9' 11'-3" i 12'4' 10'-7' 1 V.6" 17-5" 14'-3" 14'-7" 15'4" ( 17' 11" 110 MPH ! D + 23 PSF I 120 tt'-8" 13'4" i 13 6" 1V-12" 13'-7" 14'-8" 15'-4" 17--1" 18' 1" I 19-6" 110 MPH I D I 23 PSF I 180 10'4" 11' 8" 12 5" 10'-6" 1 Vl V 12'-10" 14'-8" I 1S'-0" " 15'-10" I 18' 5" 110 MPH D ( 23 PSF I 240 9' 1" 10'-7" 1 11'-3•• '', 9'4' 10'-10" 11.4.1 13'.4" 13'4" 14'.5" I 18'-9" 120 MPH j B 1 19 PSF I 120 1214" 14' 4" ; 15= •• - 12'will, 14'-7" I 1514' 17'-1" 18'4" i 19'-5" I 21'-8' 120 MPH i B I 19 PSF I 180 1V-11" 12'-6" 134" i 17'-3" 12'-9" 13'-8" 15'-9" 18'4" 16-12" I 19'.10" 120 MPH i B i 19 PSF ( 240 9' 9" 1 V-4" I 12 = " 10'-3" 11'-7" 12'-8" 14'4" 14 -8' 15'S' I 17-12" 120 MPH ( C I. 22 PSF I 120 11' 7" I 13' 5" 13 -8' 12'-l' I T-9" 14'4' 15'-6" 17' 3' I 18' 3" 19-9" IN MPH i C 22 PSF I 180 10' 1" 1 V-9" 12 -8" 10'-7" 1 V-17' 12'-11. 14141 15'.2' I 15 11" 18-7" 120 MPH i C 1 22 PSF I 240 9' 2" 10'-8" I 1 t .4' 9'-7" 10'-11" 11'4" 13'-5" 13 -9 - i 14'-6" 16'-11" 120 MPH I D 1 27 PSF I 120 10' 10" 12'-7" I 12-5" 1 V-4" 12'-10" IT-10" 14'-1" 15,8" I 16'-11" 120 MPH I D 1 27 PSF ( 180 9'-6' 10-12" I 11' 8" - 9'-11" 11' 3" 12'-1" 13'-10" 14'-2" i 14'-11" i IT-51, 120 MPH i D 27 PSF 240 8'-7" 9-12" I 10-8' 8'-IZ' 10'-2" l0'-12" 12'7" 12'.11" i 13'-7" IV-10" 130 MPH I B i 22 PSF 120 114-8" 13' 7" I 13'.11" - 12'-2" 13-10" 14'-11" 15- 9" 17'-6" I 18' 5" ! 20'-0' 130 MPH B (. 22 PSF I 180 10' 2" 11'A0" I 12-7" 10.4- 12'-7" 13'-7" 14'-11" 154" I 16'-1" ':' 16%9" 130 MPH B "! 22 PSF I 240 1.4- 10-9"' i 11 -5" 9'-8" 10'-12" !. t V-10" 13'-7" 13'-11" I 14' 8" 17' 1" 130 MPH C ' 26 PSF I 120 10'-12" 12'-9" I 128' 1V-5' 12-12" 14'-0" 14'-4" 15'-11' 130 MPH C 28 PSF 180 9'-7" 11'-1" I 11 -1 V, i low, 11'-4" 12'-3" 1 T-12" 14'.4" I 15' l" 1 T-7" 130 MPH C 26 PSF 240 8'-8" 10'-l" 70' 9" ( 9'-1" 10'4" 11' 1" I 12' 9" 13' 130 MPH D : 32 PSF 120 10' 3" 1 t 7' I 11 5 1 10'-9" 12'-1" 13'-0" 12-12" 14 5 I. 15'-7" 16' 6" 130 MPH D ! 32 PSF 180 8'-12" 10'-5" 11 -1' _ 9'-5' 10'-8" 11'-6" 12'-12" 131.1..14'-2'- 16'-6" 136 MPH D 32 PSF 240 8' 2" 9'-8" 10' t" 1 8'-G" 0'4" 10'-V 1 V-1 V 12'4" 12'-10" ! 14'-12" 140 MPH ! B 25 PSF ! 120 1 V-2" 17-11" 12-11" 11'-8" 13'-2" 14'-3" 140-8" 16 3" j 17' 7" 18' 7" 140 MPH B 25 PSF 180 9'-9" 1V-3" ! 12'-0" 10'-Z' 101'-8 2 14'-2" 14'-7" 15-417'10" 140 MPH B 25 PSF 240 1 9-3" 12'w11l, 13'-3" I 13'-11` I 164-3" 140 MPH C t 30 PSF ! 120 W-5" 1 V-11" 11 -9" 101wi l l, 12'-5" I T-4" 13'-4" 14'4' 15-12" 16' 11" 140 MPH . C ! 30 PSF I 180 7-1" 10' 7" 11'-3" ! 9'-8" 10'-10" 11'-8" 13'-4'' 13'-8" 14'-5" 18' 9" 140 MPH I C 30 PSF ! 240 8'-3" 9'7' j 104 8*=8pl 9-10' 10-7" 12-1" 125' 13-1" 15-3" 140 MPH I D I 37 PSF I 120 9'-8" 10 10 10-8' 10'-3' 11 -3" 12' 1" I 12.1" 13 i 14'-6' 15' 4" 141 MPH I D t 37 PSF ! 180 8'-7- 8-11' i 104" 8'-11' 1 10'-Z' 10-11" I 12'-1" 12'.10" I IT-8" 164" 140 MPH I D 37 PSF 240 7'-9" I 9'0 9'-7" 8'-1" 14'-3" s TABLE NOTES: 1. ALLOWABLE CLEAR SPAN CALCULATIONS BASED ON ASCE 7-.10 FIGURE 26. 54C, RISK CATEGORY 1, 10 PSF MIN LOAD. EXP'B' PRESSURES VALID UP TO 30' MRH. EXP'C' & EXP'D' PRESSURES VALID UP TO 15' MRH ONLY. 2. DEFLECTION LIMIT AS NOTED IN CLEAR SPAN TABLES, MAXIMUM ALLOWABLE ROOF SLOPE SHALL BE 3" MAX PER FOOT (3:12). 3. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR GRAVITY LOADS AS WELL AS CALCULATIONS FOR PANEL PROPERTIES. 4. MAXIMUM ALLOWABLE ROOF OVERHANGS FOR THE VALUES LISTED ABOVE SHALL NOT EXCEED Y-0". MAXIMUM ALLOWABLE SIDE OVERHANG IS 25% OF LAST PANEL WIDTH. (i.e. 12" MAX FOR 48" PANEL WIDTH). 5 LIMITS CONSIDERED FOR USE INDICATES ROWSFORUSEINTHE WITHI EIHVHZARE:THE ZONLY. DEFLECTION 5.1, L/80 FOR SPANS <_12'-0" 5.2. L/180:FOR SPANS > 12'-0" CLEAR SPAN TABLES DIRECTIVE: 1. CHOOSE TYPE OF ENCLOSURE TO BE COVERED SCREENED WALLS, OR FULLY ENCLOSED)- 2. VERIFY APPROPRIATE ALLOWABLE LIVE LOAD, WIND SPEED AND EXPOSURE CATEGORY WITH GOVERNING MUNICIPALITY AND BUILDING CODES IN EFFECT FOR THE PROJECT LOCATION USING FLORIDA BUILDING CODE. 3. FIND ALLOWABLE COMPOSITE PANEL CLEAR SPAN IN TABLES FOR APPROPRIATE PANEL DEPTH, FACING THICKNESS, AND EPS CORE DENSITY SELECTED. 4, ANCHOR COMPOSITE PANELS TO EXISTING HOST STRUCTURE AND EXISTING SUPPORTING MEMBERS AS ILLUSTRATED HEREIN. MAXIMUM ALLOWAB ONS: Deflection Wind Speed . Expo-' ILiNe., Load Limit sure I &!or Upl'fl : i 0 02 k Alum Skin1-LB EPS 3" Panels 0 030" f 28ga Steel 0.024" (') Alum Skin1Ski. ;plum Skin I I- LBEPS 1-1-B EPS 1.5-LB EPS 11, Pa els 0 030 : 2698 Steel ki- Skin Alum SkinAlumSkin Skin I.LBEPS i i-LB EPS i 1-LB EPS 6" Panels 2848 S ' um Skin Alum AlumSkinIAlumSkin , Stems 1-LB EPS 1 1-LB EPS 1-1_6EPS 150 MPH j e j 29 PSF 120 10' 8" 1 t2' 3" 12'-i '': 11'-1' 17-7" 13' 7" i 13' 8" 15' 2" 16'-5" IT-0. 150 MPH ! 8 I 29 PSF ! 180 9'3" 10'-9" 11'-6' 9'-8" 17'-0' 11'-10' ` 13'-7" 13'will, 14'-8" 17'-1 i 150 MPH -. B f 29 PSF ! 240 8'-5" 9'-9" 10 5' I. 8'10" 9'A2" I 10'-g" ! 17-4" 12'-8' 13%W ' 15'-6" 150 MPH D 42 PSF 120 9' 4" 10'-1" 9'-1 V - 1 9%9" 10'-8" I 111" 11'-3" 12'-6" 1 Y-6" I 14'-4" 150 MPH D 42 PSF "I 182 8'.2" 9' e" 9-11" 8'-6" 9'41" 10'.5" 1 V-3" 12'-3" 17.11" 14'-4" 150 MPH D ! 42 PSF "I 240 7'.5" 8' 7" V-2" i T-8" B'-10" I 9.6" 10'=10" 11'-1" 11`8" 13'-8" 156 MPH B 31 PSF 120 10'4" 11-9" 11L7' i 10'-10" 12'-3" I 13.2" 13-2' 14'-7 754' 16"T' 156 MPH B 31 PSF 180 9'.0' 10 6" ! 11-2" ( 9'-5' 10'.9" 11 7 - IT-2" 13'-7 14-3 16' 7" 156 MPH B 31 PSF 240 8' 3" 1 9'-V' 10' 2' I 8' 7' 9' 9' 1043 i 17' 12" 124 12'. 11 15'-7" 156 MPH C 38 PSF 120 9' B" f 0'-8" I 10'43' ( 10'-2" it'-1" 11 11 1 11'-11" 13'-3' 14'4" t' 2" 158 MPH C 36 PSF 180 8-6" j 9 10" 10-6' V-10" I0'-1" 10 10 11 11" 17-9 13'-5" 125'-2 156 MPH C 38 PSF 240 7-8' 8-11" i 96' 8-1.. 9'-2" 9-10' -: 11-3'. 11'-7 72'-2" 14'-2" 156 MPH D 46 PSF 120 9-1" 9' 8" I 9' 7" I 9-6' 10'-V 10-10 10-10" 12'-0 12'42" I 13 9" 156 MPH D ! 46 PSF ! 180 T-11" 9'-3" 9'-7' 11'4" 9'-5" 10'-2" 10'-10" 11'-11' 12'-6" I t3'-9' 156 MPH D 46 PSF 240 7' 3" 8'-5" l 8' -1 V I 7' 7" 8' 7" 9'-3" 10' 7" 19-10' t 1' 5, I 11-4- 160 MPH B 33 PSF 120 10'-2' 11' 5" ! 11' 3" I W-6" I v-11" ' 12 -10 1 Z-10" 14'-3" 164" I 16' 3" 160 MPH B 33 PSF "'. 160 8'-11" ' 10'-4" 10'-12" 904" 10'-6" 1l'.4" 17-10" 13'4 14'-0" ( 16' 3"- 160 MPH B 33 PSF 240 8' 1" i 9'-4" 9'-7 10'.4" V-10" 1'-l' 1'-9" 14'-10"2 180 MPH - C ; 40 PSF 120 9-7'" ! 10'-5" 10'3" I V-12" 10'-.10" 11'-8" lV-11" 12-11' 13'-12 i 14'9" 160 MPH C 40 PSF ! 180 8-4- - 9'.8" 10' 3" i 8'-9' 9'-11" 10 8" 1 11' B" 17.6 1 T-2" I 14'-9" 160 MPH C 40 PSF 240 T.7" 910" 9-4' I T-11" V-12" 9.8" ! 11'-1" 11'4 11'-11" I IT-1 1' 180 MPH D 48 PSF 120 8 10 1 9'-5" I 9'4" I. 9' 4" 9'-10" 10-7' 10'-7" 11'-9 12-B" 160 MPH D : 48 PSF ( 180 7 10 9'.1" 94' I.. 8-2" 9'-3" 9.12" 10' 7' 11'-9 12'-4" 13'-5" 160 MPH D ! 48 PSF 240 7 1" 8'-3" 8 9' I T-5" 8'-5" 9.1" 10'-5' 10'-8' 11'.2" 13' 1" 166 MPH B ! 35 PSF I 120 9,11k. 11,1" 10,11 I 10'-5" 1 V-7" i 12.5" ! 12'-5" 13'-9" 14'-IL I 15' 9" 165 MPH B ! 35 PSF 180 8' 8" ! 10'-1' i 10'-9" ( 9'-7" 10'4" 11-1" 12'-5" 13'-1' 13'.9" I 15' 9" 165 MPH ! B 35 PSF 240 T-1I 9' 2" i 9'-9" I 8'-3" 9'-4" 10-1' 71'-7" l l'-10" 17-6" I 14'-0" 185 MPH ! C ! 42 PSF 120 9'.4" ! 10'-7" I V-t V I 9'-9" 10'-6" 11 -3" 1 t'-3" 17.6' 1 13'-6" 14'-4" 105 MPH C ! 42 PSF 180 8' 2" 9' 6" I WA i" I B'-6" 9'.W' 10'-6" 11'-3" 1Z-3" 12'-11" 14' 4" 165 MPH C ! 42 PSF I 240 7 5" 8'.7' I 9 -2I 7 9" 8 10" 9 6 10 10" 111-11, 11 -8" IT-13" 165 MPH D 51 PSF 120 BW- 9.2' I 9 0 I 9 2" 9'-6" 10 3 10'-3' 11'-0 17-3" 12' 12" 165 MPH D : 51 PSF i 180 7-8" 8'-11" i 9'-0" _. T-12' 9'-1" 1 9-9" IV-3' 11.4' I 17-1" 112'12" 165 MPH D ! 51 PSF 240 V-11" ! 8'-1" I 8' 7" T-3" 8'-3" 8 11' IV-2" 10'-5" 10'-12" 12 9" 170 MPH B 37 PSF i 120 9 9" ! 10'-9" I 10' 7 I 10'-7' 1 V-2" 12'-1" ! 12'-0" 1 T-4 14'-5" I 15' 3" 170 MPH B ! 37 PSF ! 180 10.6 8'-11" 1 10.1" 10.11" i 12'-0" 1 Z-9' 13'.5" 15' 3" 17D MPH B ! 37 PSF ! 240 7-9' 612" 9'-T 8--l" 9'-2" 9-11" 11'-7' 121-3" 14'9" 770 MPH C 45 PSF ! 80 9-2' 9'-9" I 9'43" 10'1" 10.2" W-11" 10-11" IZ-2' t3'1" 13'A 1" 170 MPH C 45 PSF 120 9 2' 9' 9" 9' 8" 9W" 10'-2" 10'-11" ! 10'-1 t" 17-2' 13'-1" 13--1 /" 170 MPH C 45 PSF ! 180 8.0" 9'-3" 9'-e" 8'-4" 9'-6" 10'-3" ! IV-11' 1l'-12' I 1Z.7" I 1T.11" 170 MPH ! C 45 PSF 240 7-3' 8'-5" 8'-12- T-7" 8'-7" 9'-4" 70-7" 10'-11, 11'-6" I 13'.4" 170 MPHY D 54 PSF 80. 84' 8'-10" V4' 9'-2" 9'-3" 9'-11. 9`11" 11'-0' I 1V-11" 12'0' 170 MPH D 54 PSF ! 120 8A4 E10" I 89' 81-12' 9'-3" 9-11' 9-it" 11'-0 1V-1V i 12W" 170 MPHY D ! 54 PSF 180 7-8' ' 88' I 8-9" T-10' 8'-11" 9-7" VA I 1 "91 11'10" I 127" 170 MPH 1 D - 54 PSF 240 6 19 T-11' 8 5 I 7 1' 8,-1,, 8 9 9'-11" 10-3 10 9 I 12- 6" 176 MPH 8 1 39 PSF 120 9 7" 1 10 5" 104 I 10'-0" 10' 11" 11 B' 11' 8' 12-12 11 0 I 14'-10" 175 MPH B 39 PSF 180 84 9-9' 104 ! 84 911" 10-8 11'-8' 17.7 132' 14'-10' 175 MPH a 39 PSF 240. 7 7' 8'-10 I 9 5 7-11" 9-0' 9.9" I 11 -1" 1 V-5 11 -12" I 13. 12'- 175MPH Y C 1 47 PSF 80 8.17' 9'.6" 94 9'-10" 9`11" 108" 108' 11-10' 12'-0" I 12'-0"' 175 MPH C I 47 PSF ! 120 8'-11" ; 9'.6" I 9.4 9'-5" 9'-11" 10'-8" 10'-8" 11'-101, 12'-9" I 13'4' 175 MPH Y ! C ! 47 PSF 180 TAT I TV' 1 9"' 8'-2' 9'4" i 10'-0" I 10' 8" 11' 9" 12' 5" I 13' 6" 175 MPH C (, 47 PSF ! 240 T.2" 8' 3" 8' 1V ' 7' S" 8,6- 9'-1" 10'-5" 10'-8" 1 V-3" I 13' 1" 175 MPH Y ! D ! 57 PSF 80 8'-1" e'-7" 8 -6" 1 V-11' 8'-12" 9 8" V-8" 10'-9" 1 V-7" I 12' 0" 175 MPH D 57 PSF 120 8' i" 8' 7" 1 8'.1- 8'-10' 8'.12" 9.8" 9'-8" 10'-9' 11'-7" 12' 3" 175 MPH Y i D 57 PSF 180 7'-4" 8'-6" 1 8 6' 7'-8" 8' 9" 9 5" 0'.8' 10'-9" 11'.7" I 12' 3" 15-2406 PH REQUIRED INSPECTION SEQUENCE BP# It. - a-i $ BUILDING PERMIT Min Max Insl2ection Descri Lion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window hvo Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) Address: tLl- &1Zt0- a-`( ELECTRICAL FERMI Min Mays Inspection Desc°Il ti®n Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Malt Description2yeetica Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL rERM'IT Minn Max Ins ectionn Descr° ti®n Mechanical Rough Mechanical Final mina j Marc Inspection Descri Lion Gas Underground Gas Rough Gas Final REVISED: June 2014