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2021 Park Ave 17-1129; CONCRETE SLAP & SCREEN ROOMCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION APRAP Application No: BY: 0 OocumentedConstructionValue: $ % _ Job Address: a O a I t Ac U Historic District: Yes No, Parcel ID: 3 G I C) J 3 0 0 0 0 D 0 -1 0 Residential X Commercial Type of Work: New Addition 1 Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: 4 AAI 7-) o F—1 CA) Title: &_ ) ^ Phone: t.(6 -7 9 os qq F Fax: Y 07 3a- b39 Email: Property Owner Information Name I 1 C _S k V G1 V" Phone: Street: 0 O d I S jf' r -/ bf Resident of property? : s City, State Zip: ma y' C -3Z,)771 CD P" J ' Contractor Information q NameR'el, I L` S " ' Phone: 0 7 3 y / o Street: — AkES+-0 lLp, Fax: 01 3 aO-3 0 City, Zip: / / D D D ty $ d 3o % 73 State License No.: C G 3 n Arch Name: 1 bi w+ I4 um za1 Street: Lt i 0 o V 1 c1A,,, d City, St, Zip: Bonding Company: Address: gineer Information Phone: Fax: E- mail: 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" Edition (2014) Florida Building Code /j Revised: June 30, 2015 Permit Application i I b v i ~q' FNOTICE: 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. Sigk0ure of Own /Agent Date Signature ofCon'tractor/Agent Date I C.- K Ly G Pr ntOwner/Agent's as Print Contractor/Agent's Na-mufe TK 7 Sienatur of fXlor1 — _ _ _ Date. _ _ Snatu f Date Owner/Agen Produced ID BRYAN CORION o" ar' n"s BRYAN CORIO Notary Public - State of Florida p'' i . o,, Notary Public - State of Florida Commission # FF181319Commission # FF 181319 My Comm. Expires Mar 27, 2019 My Comm. Ex i Mar 27, 201 Assn. of F},• Produced ID Type Me or BELOW IS FOR OFFICE USE ONLY Permits Required: Building P Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING:& 41 I UTILITIES: ENGINEERING: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 457 COMMENTS: OK fV M S7 as k (o ZT (ami ° E(aL,, 'Inj Scwy? %ow UJ a.6j rN 4 &0 y,x 1 'kowvl on 0". Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE BP# 1=1 - 1BuILIDI`NG PERMIT Min Max Inspection Description - 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 Drvwall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding . Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) Address: r7.n;;. S. P/WZX- A -It ELECTRICAL RERMIT - Min Max Descri tion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Descri Lion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final ECHALAICAL JPE,PMIi6 Min Max Ins ection Descri Lion Mechanical Rough Mechanical Final 10'7[in Max Inspection Descri tion Gas Underground Gas Rough Gas Final REVISED: June 2014 SCPA Parcel View: 36-19-30-530-0000-0040 l http://parceldetaii. scpafl.org/Parcel.Detaillnfo.aspx?PID=3619305300... Property Record Card G# Parcel: 36-19-30-530-0000-0040 P Owner: BODTMANN MICHAEL R & SCHUCHMAN RICK T sawv a c couwTv, ru., Property Address: 2021 SPARK AVE SANFORD, FL 32771 trcel Information Parcel 36-19-30-530-0000-0040 Owner BODTMANN MICHAEL SCHUCHMAN RICK T Property Address 2021 S PARK AVE SANFORD, FL Mailing 2021 S PARK AVE SANFORD, FL 32771 Subdivision Na FOR ACE Tax Di *I tl S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2016) C) A T— Legal Description LOT 4 (LESS W 5 FT) SANFORD TERRACE PB 4 PG 36 S 100.25 FT OF LOT A EVANS TERRACE PB3PG29 Taxes 09 • 41 L Seminole County GIS Value Summary 2017 Working 2016 Certified Values Values Valuation Method CosUMarket Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 213,210 204.438 Depreciated EXFT Value 1.600 1.600 Land Value (Market) 29,596 24,753 Land Value Ag Just/MarketValue" 244,406 230,791 Portability Adj Save Our Homes Adj 8,768 0 Amendment 1 Adj P&G Adj 0 0 Assessed Value 235,638 230,791 Tax Amount without SOH: $3,813.00 2016 Tax Bill Amount $3,813.00 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice Help Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority I Assessment Value Exempt Values Taxable Value County General Fund 235,638 50,000 185,638 Schools 235,638 25,000 210,638 SJWM(Saint Johns Water Management) 235,638 50,000 185.638 City Sanford 235,638 50,000 185.638 County Bonds 235,638 50,000 185,638 Sales Description Date I Book I Page I Amount I Qualified I Vac/Imp WARRANTY DEED 6/1/2015 08491 0799 273,000 Yes Improved WARRANTY DEED 5/1/2014 08283 0377 103,500 No Improved WARRANTY DEED 5/1/2003 04861 1882 236,500 Yes Improved CORRECTIVE DEED 6/1/1998 03435 0212 100 No Improved WARRANTY DEED 3/1/1998 03385 1694 125,000 Yes Improved PROBATE RECORDS 1/1/1997 03190 1924 100 No Improved PROBATE RECORDS 6/1/1996 03092 0572 100 No Improved j Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value I 1 of 2 4/10/2017 3:00 PM 04/18/2017. 16:59 4073223039 PAGE 03/04 PRAGER BUILDERS, INC. 5450 Bryant Avenue - Sanford, FL 32773 Telephone: (407) 324-9960 - Fax. (407) 322-3039 State Certified: #CBC053007 www.sunroompro.com NAME C h G ..,dn t`r.' C- # DATE "13' 17 ADDRESS , L 3 1 r, v • l k r C r c % %/ GUTTERS; d WINDOW TYPE; N 0 X Q 7SFRAMECOLOR: on PORCH OVERHANG; HOUSE O.H. SOFFTI7 PEAK: 4 C/ /4.IDE: s5 DkN BEAMS: a P ti.-C a SLAB SIZE: /C / r,' ? 7 ! 111/"al ' DEMO: ELECTRICAL: — GATE CODE: -• 0 p 0 V V V• sun `QY 31J mp o a tL.om MATERIAL AND WORKMANSHIP GLiARANTBFD FOR 2 YEARS. NOTE: 1) HAIRLINE CRACM0 OF NEW CONCRETE SLABS IS A Comroctor aeprassly reserves all cng4actrn; meohartic5 apd material COMMON OCCURRENCE, mane lice wtticb may be asserted undar any provisims of the law to 2) SPkINK IR SYSTEM MUST BE RELOCATED BY CUSTOMER. secure p:yu=t of the contract price and may usert and fire ffic earn= as a 3) DRAINAGE AT BASE OF ROOM IS RESPONSIB11EY OF ben upon tlto real pmpettp ao whj-h irtstallxdop is made- HOMEOWNER Purchaser agrees to supply electrical power at job site, q) FW OR MAY REQUIRE LEVELING FOR TILE INSTALLATION. 5) OWNER IS RESPONSIBLE FOR ANY REINSPIECTION FEES DUE TO INACCESSIBILITY OR MISSING PERMIT 6) HOMEOWNER IS RESPONSIBLE FOR HOA OR ARC APPROVAL.. 7) ALL WORK AREAS MUST BE FREE OF DEBRIS AND Email: FU!ILMTURE NOTES: rr {? a -tr 4 b —1 F.V , L4*Aj 4 011 r INde have tad the forgoing proposed contract and accept the same on the terms and conditions P. oa the rcvCM side L as stated abov h4LIe Purchaser. a' h sEstimator. 'T-m!s: RkL DUE Cash, Check 3%Convenience Fee for Credit Card transactions. Two fall years labor and matWW gaarantea. rh THIS INSTRUMENT PREPARED BY: ! 111111 I1111111111111111111 11111 fill fill Name: KENTPRAGER GRANT MALOYs SENINOLE COUNTY Address: 2938 STONEWALL PLACE CLERK OF CIRCUIT COURT & COMPTROLLER SANFORD, FLORIDA 32773 B K 8896 Ps 1723 (11'-`9s ) CLERK'S 4 2C117038442 RECORDED 04/ 19/2C 117 12. 07 e l i7 1='Ih NOTICE OF COMMENCEMENT RECORDEDGBYEEStsm iith,i,Cl Permit Number: I I Parcel ID Number: 36-19-30-530-0000-0040 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: (Legal description of the property and street address if available) LOT 4 (LESS W 5 FT) SANFORD TERRACE PB 4 PG 36 & S 100.25 FT OF LOT A EVANS TERRACE 2021 S PARK AVE SANFORD FL 32771 Y 2. GENERAL DESCRIPTION OF IMPROVEMENT: SCREEN ROOM ON NEW CONCRETE SLAB 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: RICK T SCHUCHMAN 2021 S PARK AVE SANFORD, FL 32771 F- a Interest in property: FEE SIMPLE 0 Fee Simple Title Holder (if other than owner listed above) Name: same e'= LL Address: 4. CONTRACTOR: Name: PRAGER BUILDERS, INC Phone Number: 407-324-9960 n ,;;' If' I? O Address: 2938 STONEWALL PLACE SANFORD, FLORIDA 32773 5. SURETY (If applicable, a copy of the payment bond is attached): Name: 0, o Address: Amount of Bond: w z Wj 6. LENDER: Name: Phone Number: Address: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: KENT PRAGER Phone Number: 407-324-9960 Address: 2938 STONEWALL PLACE SANFORD, FLORIDA 32773 8. In addition, Owner designates KENT PRAGER of PRAGER BUILDERS, INC to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 407-324-9960 9. Expiration Date of Notice of Commencement (The expiration is 1 year from 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 YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. W(?c/\Q RICK T SCHUCHMAN Sign ure of Owner or Lessee, or Owner's or Lessee's (Print Name and Provide Signatory's Titlelonice) Authorized Officer/Director/Partner/Manager) State of r.1 Ae, County of The foregoi2*, rumerit was acknowledged before me this ---, day of j%` byC le _ 1•; f 1•; ,- Who ' ersonally known to a D OR Name of person making statement who has produced identification type of identification produced: BRYAN CORION Ij c"`= Notary Public - State of Florida Commission # FF 181319 yl aoc My Comm. Expires Mar 27, 2019 Banded through National Notary Assn. n 04/18/2017 16:59 4073223039 P PAGE 01/04 RECORD COPY an Am WIM z In ALUMINUM SCREEN DESIGN lowDA'!.Jrri1?-'Urn & construction Engineering P n Types: Screen Room exceeds 75 MPH) Pool Screen/Cage (Removable Screen -Remove screen when tand actual Wind Speed) pol Screen/Cage (Non -Removable Screen — Designed to EVNED POR CODE COMPLIANCE Car Port tri patio Cover PLANS EAAMIN say — QOther: DATE R,efereilCe: '/d!i4N NewU R Project Address: Z oz. t ;V, 741--" A-ve Contractor Name: PRAGER BUILDERS INC Address: 2938 STONEWALL PL City, SANFORD Zip Code' 32773 Phone/Fax: 407-383-9555 / 407-322-3039 1l rip RS COM 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 OF THE 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 THIS CODE Email: INF0PRAGtma d WE] No of Cop tes Choose One: Mail Pick Upo Fe For 1=edEx option got to www.afuminumscreendesi n.com and provide FedFac account #} Payment: Check Credit Card *Lndn 1 mcnumssito pay by credit card) cr For Credit Cardopnongotowwrw-a U 2 9 Engineering prepared by' 04/18/2017 16:59 4073223039 P PAGE 02/04 A'DALUMINUM SCREEN DESIGN AiUT;irL'rr-, & Consiructio-+ engineering Ultimate Wind SPeed (mph):136 . ExPosed Category: C Risk Category: Screen Roo : Insulated Pan Roof [ Fascia[] Wall: Block[] Conventional/ Plate U •nhis x 3 Top Plate - x ,! Kick Pool Screen/Cage: Dome Ej Cable[] GutterE] Wall: Block Beams x Uprights CxA ; eo fA7:?,oMansard[] Conventional Purlin ,. x- Car Port: Insulated Q Pan[] Fascia[] Wall: Block Conventional[] Beams x Post - --.-- Patio Cover: Insulated[] Pan[] FasciaQ Wall: Block[] Conventional[] Beams x.... Post Concrete: fisting NOW; 4" 100r'ler-F il7bon c.ot r Other: 1 D r A 11211 A 5A ..-rrfrsi,rr. Z.. consjfuciion,=r.-gj'. .-g v 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 Table 2002.4) (35 psi Risk Category: -See attach site specific plan sheet (FBC Table 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 1 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 pcf 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 N A. _ D Ui i rr. s C o n 51ruc,i,n F.r Structural Aluminum: nA 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 B 18.6.4 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 3/4" Reinforcing 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 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. 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 s., SCR ES MEMASDi u rr: & Co n ] i r e _ rn E n, M Beams & Uprights: 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" 2 X 4 8'-6" 2 X 4 8'-0" 2 x 5 1 10'-0"1 2 x 5 9'-0" 2 X 6 1 12'-0" 1 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 P-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. Edge Distance: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer. 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 Nr CD T Q a mm mCV CDNr I . ((18 1.1 aoi~ I V, I U g c6c- O`er 3c;,0j o 1V f must ' S, id in membef sizes shownIntheeventofa the plans and the general noses, the contra Outilizethemorestringermembefsizerequimmerft- po r 3 a k 3r F 04/18/2017 16:53 4073223039 PAGE 03/04 PR AGER BUILDERS- INC. 5450 Bryant Avenue - Sanford, FL 32773 Telephone: (407) 324-9960 - Fax: (407) 322-3031 State Certified: #CBC053007 www.sunroom.pro.com 01 () a (6 57 gI,?;L NAME S 0 L WE lra h•• I G # DATE 3 i ADDRESS ;L 1 S__ r c Fl a 7 7/ DIRECTIONS: (4 C Lam) Wo SCREEN: / P// S/ CATEGORY.t, FLAT: GAT3XIE: ROOF SIZE: TYPE: DOOR& KICKPLATE: C GUTTERS- df- WINDOWTYPE: a x to , r FRAME COLOR. 15 z &— PORCH OVERHANG: HOUSE O.H : SOFFTI7 . PEAK: F.4N BEAMS: e4, .t. e J GL(/e" SLAB SIZE: /C t JC ? 7 t C DEMO: EI_ECXRICAL: ^— e,—7 / 0 f a ili•/ PP I' 1 Y- GATE CODS: -0- 9 M it 0 . sII.IRR r o'W J<tl tlpll o xom MATERIAL AND WOBKMANSKIP GUARAN= FOR 2 YEARS. NOTE: 1) HAIRLINE CRACIcSN'0 OF NEW CONCRETE SLABS IS A Contrnctor expressly reserves all cDA0 rms, mecbagiq and material COMMON OCCURRENCE. mm• s Uri wlvcb may be aammd undw any provisions of the law to 2) SPRTN1aXP SYSTEM MUST BE RELOCATED BY CUSTOMER Secure prja=t of the cunt = prico and may awrt and fix tht same as a 3) DRAINAGE AT BASE OF ROOM IS RESPONSIBILITY OF hee upon the real pmpeM oo utich inyWIP69P a mad- HOMEOWNER. Fnrthastr agrees to wpply eleetrtcal power atlob site. 4) FLOOR MAX REQUIRE LEVELING FOR TILE INSTALLATION. S) OWNER IS RESPONSIBLE FOR ANY REIN5IP>= VON FJSFS DUE TO INACCESSIBILITY OR MISSING PERMIT. 6) HOMEOWNER IS RESPONSIBLE FOR HOA ORARC APPROVAL. 7) ALL WORK AREAS MUST BE FREE OF DEBRIS AND F. maiL FURNITURE — NOTES: 75 i. [ C r t r -t-I rr / Yae' ,a i .*, c•Lr. i ' ! M'..3 flute have toad the forgoing proposed contract and accept the same on the terms and conditions prinA nthe mcrse side L {_ !`— C:y as stated aboV FR C1¢ Purchaser, 11a M11 1 iQ Estimator. _ Zee BAI.. Dtr>3 / j 6 ! Cash, Check I. Convenience Fcc for Crzdit Card transactions. Two fall year labor and material guatat -- W EXTRUDED FASCIA IS ATTACHED TO 6" C CHANNEL IS ATTACHED TO WOOD STRUCTURE WITH #10 2" INTO STUDSALUMINUMSCREENDESIGN6" INSULATED ROOF WITH #10 1" 6" 6" FROM ENDS 24" O.C. & TO 6" INSULATED ROOF WITH (6) #10 1" PER SIDE FROM ENDS 24" O.C. -L - EXTRUDED GUTTER IS DATTACHET 6" INSULATED ROOF WITH #10 1" 6" FROM ENDS 24" O.C. ROOF IS ATTACHED TO FRONT WALL WITH 4 #10 7" PER PANEL UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 3", 2X3 FRONT WALL TOP PLATEX CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP 2X2 POST .046 OR GREATER 040011000, HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C. 1X2 IS ATTACHED TO FRONT WALL WITH# 10 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) #10 1" PER CLIP UPRIGHTS ARE ATTACHED WITH: BLIND SCREWED WITH (3) #10 2", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP INSULATED ROOF IS ATTACHED TO LUMINUM STRUCTURE WITH #10 7" FROM ENDS 24" O.C. 2X3 SIDE WALL TOP PLATE 1X3 IS ATTACHED TO WOOD STRUCTURE WITH # 10 2" 6" FROM ENDS 24" O.C. 2X3 SIDE WALL UPRIGHTS 1X3 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. ALUMINUMSCREENDESIGN. COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD ALUMINUMSCREENDESIGNALLTAPCONSSHALLPROVIDEMINIMUMOF11/8" EMBEDMENT DEPTH @Q YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) SUITE A6 PHONE: 407-73 4-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLANDO, 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 1. # 47509 FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS A#30930 if iltl i J 2X2 POST .046 OR GREATER L•7:I1214"o HINGE LOCATIONS DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" O.C. INSULATED FILLIN PANEL C-CHANNEL IS ATTACHED TO ALUMINUM STRUCTURE W/ AO #10 1" & TO CONCRETE W/ 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. C-CHANNEL IS ATTACHED TOOINSULATEDPANELW/ 10 1" 6" FROM ENDS 18" O.C. ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROADALUMINUlVISCREENDESIGNALLTAPCONSSHALLPROVIDEMINIMUMOF11/8" EMBEDMENT DEPTH SUITE A6 @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) D SHALL WITH STAND ULTIMATE WIND ORLAND O, FL 32811 PHONE: 407-734-1470 SPEEDS OF 130 MPH (FOR 3 STHE ECOND GURIDA STS) NOMINAL SPEED 101.4 MPH UP O A 1ING CODEFOROPENANDSEMI -OPEN 5FTCROOF HTURES EIGHT, HT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. SHALLCTOR . # 47509 FAX: 407-734-1790 COCONTRACCTOR SHALL NO FFIELD Y THE ENGINY ALL EERIMMEDIATELYPRIORNSULD TO MATERIAL I ECONDITIONSDIFFERFROM COURCHASE, FABRICATION NSTRUCTIONON PLANSON ' CA# 30930 EXTRUDED GUTTER IS ATTACHED TO 6" INSULATED ROOF WITH#10 1" 6" FROM ENDS 24" O.C. ROOF IS ATTACHED TO FRONT WALL WITH (4) #10 7" PER PANEL , BRACKET FROM 4X4 IS ATTACHED TO CONCRETE WITH 2 1/4" X 2" TAPCONS TYP. 6" C CHANNEL IS ATTACHED TO WOOD STRUCTURE WITH 410 2" INTO STUDS LIB CDlIA A UkTTIC` Il A11 !\ !i O_ T!1 K11 TMOT TT A TL'Tl D/l/l1; T17TTTT /K\ 441 A 111 D1,D C YY-11' EXTRUDED FASCIA IS ATTACHED TO 6" INSULATED ROOF WITH #10 1" 6" FROM ENDS 24" O.C. 4X4 POSTS ARE ATTACHED TO 2X6 BEAM 2 3/8" X 4 1/2" 4X4 POST IS ATTACHED TO BRACKET WITH 1 3/8" X 4 1 /11I n A T T T - T llT - BEAM TO WALL CONNECTION 2X2 RECIEVING CHANNEL IS ATTACHED TO BEAM WITH 1 LESS #10 1" THEN BEAM SIZE INTO STRUCTURE WITH (4) # 10 2" ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON ALUMINUIVISCREENDESIGN METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE A6@YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) PHONE: 407-734-1470 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ORLANDO, 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 1. .E. # 47509FAX: 407-734-1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS Z CA#30930 E BUILDING DIVISION Product Approval Form Address © fi" '(7Permit # — i 7) Product approval informs n be obtained at the followin4 sources: htti)://www.floridabuilding.—or-cl http:l/www miamidade qov/buildingcode OR directly from the manufacturer. The following information must be available on the jobsite for inspections: 1. This entire product approval form, 2. A copy of the manufacturer's installation details and requirements for each product. FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 6-;) n / 44 ) FL2291-R8 Revision 2014 Approved Metals Building Products 7815 American Way Groveland, FL 34736 352) 787-7766 bkaufmannometalsbp.com Frank Bernardo frank@engexp.comengexp.com Bill Kaufrnann 7815 american Way Groveland, FL 34736 800)342-9077 bkaufmann@metalsusa.com Category Roofing Products Introduced as a Result of New Subcategory 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 Frank L. Bennardo developed 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. W Validation Checklist - Hardcopy Received Certificate of Independence FL2291 R8 COI Indep.pdf Referenced Standard and Year (of Standard) Standard ASTM D 1929 ASTM E72 ASTM E84 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/27/2015 04/30/2015 05/10/2015 06/23/2015 Year 1996 1998 2003 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL.,2291 R8 If Dwg.pdf Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo, Impact Resistant: No P.E. PE0046549 Design Pressure: N/A Created by Independent Third Party: Yes Other: - For outside patio construction Evaluation Reports only. - Refer to engineering drawing #04- FL2291 R8 AE Eval.pdf I51-0001 for limitations and conditions of Created by Independent Third Party: Yes use. D EPS FOAM CORE ROOF PANELS SEAL)OINT WITH CONTINUOUS CAULKING OR SEALING TAPE rOPTIONAL FAN BEAM wN a 0 .... II 2 PANEL INTERLOCK j N.T.S. VERT SECTION PROVIDE 1V2" MIN. SPACING BETWEEN ANCHORS IN EACH TO „WOOD: (2) 1/4"0 LAG SCREWS WITH pAIR, TYP. 11/2" MIN. THREAD PENETRATION TO F_ i EXISTING WOOD HOST (G=0.55 OR EXISTING 0.024" OR 0.030" BETTER), 3/4" MIN. EDGE DISTANCE, HOST STRUCTURE ALUM OR 26ga SPACED AT 6" O.C. MAX. 1%z" BY OTHERS TYP. rSTEEL TOP & BOTTOM 4' MAX WIDTH PER I FACINGSMIN. FAC.NG TO CONCRETE: (2) 'a" 0 ITW STAINLESS PANEL INTERLOCKING PANEL STEEL TAPCONS with 13/4" MIN. EMBED. . DEPTH (1/4" PER FOOT MIN SLOPE) TO EXISTING 3192PSI NON -CRACKED CONCRETE HOST, 21Z" MIN. EDGE o 00 ° o EPS CORE (1.0 PCF) DISTANCE, SPACED AT 12" O.C. MAX. ° ° C-CHANNEL, MIN 0.045" HOLLOW BLOCK: (Z) %4"O ITW ' az 63-T6 ALUM) STAINLESS STEEL TAPCONS WITH 1 %4" CLEAR SPAN (L) INSIDE TO INSIDE -{ OVE MIN. EMBED, TO EXISTING HOLLOW BLOCK, 2'/2" MIN.EDGE DISTANCE, E GRADE 5 SMS AT 6" 1 36" I SPACED AT 6" O.C. MAX. _ J O.C. MIN. TOP & BOTTOM, TYP, 25q 1 ROOF PANEUSPAN DETAIL WI[ 12" N.T.S. VERT SECTION MAXIMUM_ ALLOWABLE CLEAR SPAN_ TABLEnnnc""ri rFR cr'RFFN WA7LLS AND PATIO COVERS-__ 3" Panels 4" Panels 6 Panels Expo- Live Load Deflection 0 024 0.030" 26GA 0.024.1 C) 0.024" 1 Alum Skin '. 0.030" ! Alum Skin 269a Steel Skin 0.024" Alum Skin 0.039' Alum Skin 26ga Steel Skin Wind Speed sure Wor Uplift Limit Alum Skin Alum Skin ! Steel Skin Alum Skin i Lf... ) 1.5-LB EFS, 1-LB EPS i 1-LB EPS 1-LB EPS 1-LB EPS 1-LB EPS 1-LB EPS1-LB EPS 15 11" 15 2 14 1 14 IT 1-LB EPS M 18'_6' 17'-7"15 10" 16 4 17 4' 1-LB EPS 19 8 17 4 18 6 16'_8" 14'-8" 15'-7" 14'-10" 1g'_11" 1T-11" 17_9„ 16'-10" 20-5" 19-4" 17 11" 19-1" 18-2" W 23'-0" 22'-2" 20'-6" 21'-10" 20-9" 23'_0' 22'-8" 21'-1" 22'-S' 21'-4" 23'_0" 23'-0" 22-2" 23'0" 22-5" 23,_0" 23'-0" 23'_0" 23'"0" 23'-0" 110 MPH B 9 PSF 120 110 MPH C 10 PSF 120 T 10 MPH D 13 PSF 120 fl120MPHB 11 PSG 120 1-0 MPH C 12 PSF 120 14 3' 13 4" 14 2 16'-6" 15'-5" 16 5' i 1T-7" 16 5" 17 6 13'-11" 14'-10" 15'-9" 16 9 15' 12 17-0 18 1 ' 17 3' 19' 2" 20'-8" 19'-6" 19'-12" ZO'-2' 077 21'-0" 22 4 •-- 21 3' 23'-0" 23-0 23'-0" 120 MPH D 15 PSF 120 130 MPH B 12 PSF 120 30 MPH C D 14 PSF 120 13 6 15 8' 16 8" W15-6" 14'-1' 1T-2" 1$' 11 16-1' 1T-7" 16-10 19 10" 130 MPH 17 PSF 120 12-7" 14-7" 14'-1" 16-0' 17 3" 19'-7" 20'-3" 21'-4" 23'-0" I. 140 MPH B 14 PSF 120 3 6' 15 8' 16'-8" 4" 15 1 16 3 17 11" 19'-1" 20-1" 22''9" f` 140 MPH C 17 PSF 120 I u 12 9 14 9" 15'-9' 12'-6" 14 3" 15 4 16-5" 1T-12" 18-11 20'-10" 140 tv1PH D 20 PSF 120 r 11 12" 13-11" 14'-5" 13'-9" i 157 16 10" 18'-10" 19'-8" 20-9^ 23' 0" 150 MPH B 15 PSF 120 13 2" 15 3" 16-3" 14 6 15 8" 16'-1 1T-4" 19- 2" 21' 6" 150 MPH C 1 19 PSF 120 12 3 14 2" y.....w............- 14 11 12'-9" 12'-0" 1 13 7' { 14 8" 15,_4, 1T_1,. 15,-2. 99'_6" 1150MPHD_ 23_PSr' 120 11 6 13-4" 1S-T 13'-3" 15 0" 16 2' 1T-9" 1g'_12" 19-12" 22'-7" 156 MPH 6 17 PSF 120 12 8'~ 14 8" 15-8" 12'-5" 14-i 15 3" m 16'-3" 1T-t0" 18_10' 20'-7" MPH . C 21 PSF 120 I1'-11' 13'-10' 14'-4' 13 3' 14 4 14'-9" 16'-5" 17 E156MPS D 25 PSF 120 11 2 12 12 13 0' 11'-8" 14 8" 15'10 1T-2" 18'-7" 19 6" 21'-10" 160 MPH B 18 PSF 120 12 4 11'-9" 14 4 13'-7" 15 2' IT-12 12'-11" 12'-3" 13-11" 13 0 14-12" 14 1' 15'-10" 16-5" 1T-7' 15'-12" 18-6" 17-3" 20'-1" 18-3160MPHC22PSF120 _ 16C MPH— D 26 PSF 120 .. 10'-12" 12 9' 12'-8 11'-6" 15 7' 16'-9" 18'-3" 19.2" 21'-3" 165 MPH B 19 PSF 120 12 2 14 1' 14,-9 12;=9; 14-8' 16'-4" 1T-1" 18-2" 19' 6" 166 MPH C 23 PSF 120 11-6 t0'-9" 11'-12" 13-4 12' 6" 13'-11" 13-7 12'-4 14'-5 0 11 3" 12'-6" 13 7 12 9" 14'-2" 13-4" 13%9" 15-4" 14-5" 13'-11" 16'-4" 14'-11" 16-6" 17'-12" 16' 7" 16-9" 1T-9' 18'- 1170MPHEM1 165 MPH C 28 PSF 120 170 MPH B 20 PSF 120 C 1 24 PSF 120 11'-3" 13'-1" 13'-2' 1T-9" W 12' 66" 13•_6" 13'_T' 15'-1„ 16'_3' 17'_3" 4 170 MPH D 29 PSF 120 1Y-7" 12'-2" 1 11'-11 11'-1" 12-00" 12 0 12'-0" 12' 0" 12'-0" 12' 0" 12'-0" 170 MPH t C 170 MPH C 130 PSF ' 30 PSF' 80 120 11' 2" 10%5" 11'-11" 11'-i1" 11'-9" 11'9" 10'-1T' 174" 13-4" 13' 4" 14'-9" 13'- 8" 15'- N" 16'-11" CC 11'-3" 9'-6" 10 10 11-8' 13'-4" 12'- 0" 12'-014'-5" 12- 0" 170kTN30PSF ' 180 9'-1" 10'-7" 12'- 0" 12'-0" 12'-0" 175 M H t C 30 PSF ' 80 11'-2" 10'_ 5" 9- 1" 11' 1" 10'- 5" I v-11' 11 _ 11 1D'- 7" 11- 10 11'- 9" 11'_ 9" 1T- 3 11'- 8" 12'- 0" 10'- 11" 9'- 6" 12'_ 0" 10'- 10" 12 4' 10'- 10" 12-- 0" 12'_ 4" 13- 4" 11'- 8" i 12'-0" 1 13'_3" 13' 4" 13'- 4" 12'- 0" 13' 14'_ 9" 13' 8" 12'- 0" 15_ 11" 147- 5' 16. 11" 175 MPH C j 30 PSF ` 120 117 MPPF t C 30 PSF 120 8 31PSF0 175MPHtD81,-,- MPH D 31 PSF 0 TA I. 2. 3. 4. 5. 5. 5. MAXIMUM ALLOWABLE CLEAR SPAN TABLE r-,,m,nr,nn AnnTTTnRIC 1 A. RO KUU!'S UVCK CIVt,L_VJcv 6'"Panels 3" Panels 4" Panels Expo- Live Load Deflection 0.024 0.030" ', 26ga Steel 0.024" (') 26ga Skin Alum S0.024 kinAlum Alum Skin'. Steel Skin Wind Speed or Uplift Limit Alum Skin . Alum Skin Skin Alum Skin AlumumSkinAlum Skin sure LI... ) EPS 1-LB EPS 1.5-LB EPS 1-LB EPS 1-LB EPS j 1-LB EPS 1-LB EPS 1-LB EPS 1-LB EPSj1-LB EPS 1-LB 17-2" 14'-7" 16'-6" 1T 10" 20' 4" 20'-11" 21'-12" 23'-0" 100 MPH B 13 PSF 120 13'-11" 16'-2" 14' 5" 15 -7" 17,_9„ 1 S,_3" 19,_2" 22'_4" 100 MPH B 13 PSF 180 12' 2 14'-1" 15-0' 12'-9" i6' 2" 16'-7" 1T-5" 20' 4" 1 01MP a t3 PSF 240 11' 1 12'-10" 13-8" 11'-7" iT-1" 14' 2" 19'_ 7„ 20'-7" 23' 0" 100 MPH C 16 PSF 120 13' 1 15'-2" 16-2" 13.8" 15' 6" 16,_9„ ( 18'-8" 18,_ 0" 20'_12" 100 MPH C 16 PSF 180 1 V' 5" 13'4' 14'-11. 11'_11" 13'-6" 14'-7" 16,-8" 1T_1" 16' 4' 19'_1" MPH C 16 PSF 240 10' 4' 12'-1" 12'-10" 10'-10" 12'-4" 13.3" 15'_2' 15'_7" 100 12' 3' 14'-3" 14'-11" 12'-10" 14'-6' 15'-8" 100 MPH D 19 PSF 120 5" 13'-3' 11 _2" 12' 8" 13'_8" 15 8" i0'-1" 16'-11 19'-8 1 100 MPH D 9 PSF 180 8' 12 10 2" 11'-6" 12' S" 14 2" 14'-7" 15'"4' 1 - t 100 MPH D 19 PSF 240 9'-9"„y 11 3 12 0" 16'- 8" 18 7' 19'-7" 20'-T 23'-0' 15 2" 16 2" 13 8" 14'- 7" 16 8' 1T-1" 17 12 20'-12" 0 MPH B 16 PSF 180 11 5 13 3" 14.1 11 11" 13'-6" 15'_ 2" 15'_6' 16'-4' 110 MPH B 16 PSF 2409 10 4 , 12'-0" IT-10" 10'-10" 12'-3" 13'-3" I 110 MPH C 19 PSF 120 1 12' 3" 14'-3" 14'-11" 12'-10" 14'-6°' 110 MPH C 19 PSF 180 I 12 5" 13'-3" 11 -2" 12'-8" 15'.8" 16'-1" 1T_ 11" tlol MpHC19PSF249' 9 1 11 3' 12'-0" 10'_2" 11'-6 12-5" i 14'_3" 14' 7" 15'-4' MPH D 23 PSF.-- 120 11 -6' 13-4" 13' 6" 11'-12" 13'-7" 14-8" 15'-4" 110 110 MPH D 23 PSF 180 10'-0" 11' 8" 12'-5" 10'-6' 11'-11" 12'-10" 14'-8" I 110 MPH D 23 PSF 240 9'-1" j 10'-7" 11' 3" 9'-6" 10'-10" 11'4" I 13'-4" 13'-8" 14'-5" 0 MPH B 19 PSF 120 12'-4" 14'-4" 15-1 12-11 14' 7" 15'-9" 17'-1" 21'_8" b 180 10' 9" j 12'-6" 13-4" 11'-3' 13'-9" 15,_g,• 16'-2" 16'-12" 19'-10" 120 MPH B 19 PSF 12 1" 10'-3" 11'-7" 12'-6" 1 14'-4" 14'_8" 1 5' S" 1T-12" 120 MPH B 19 PSF 240 9' 9 1 i'-4" 14'- 9" 15'-6" 17'-3" 16'_3" 120 MPH C 22 PSF 120 11 7 13'-5" 13'-B' 12'-1" 13'-91, 12'- 11 I 14'-9" 15'-2" 15'-11" I,..... 120 MPH w.. -,. C 22 PSF 180 10-1" j 11'-9" 12-6" 10'-7" 11'-12" 11'- 9" 13'-5" 13'-9" 14'-6 16'-11" 0 MP 12HC 22 PSF 240 9' 2" 10'-8" 11' 4" 9 -7" 10' 11 14'-1" 15'-8" 16-11 1T-11' D 27 PSF 120 10 10 12'-7" 12'-5" 11'-4" 12'-10" 13'-10" 124 MPH -- V-6" 10'-12" 11'-8" 9'-11" 11'-3" 12'-1" 13'-10" 14'-2" 14'-11 17 5 1 120 MPH I ---- D 27 PSF 180 10'-8" 8'-12" 10'-2" 10'-12" 12'-7" 12'-11" 13'-7 120 MPH D 27 PSF 240 g;_T' 11'-8' 9'-12" 1S-11" 12'-2" 13'-10" 14'-11" 15' 9" 1T-6" 18,_5" 20,E 0 130MPH , B 22 PSF 120 13W" 130 MPH B 22 PSF 180 10 2' 11'-10" 12'-7" 11'-10" 13'-7" 13, ill' 14'-8" 17 1" 130 MPH : B 22 PSF 240 9 3 m 10'- 9" 11 5" 9 8" 10'-12" 1T-2" 130 MPH : C 26 °SF 120 10 12 12'-9" 12'-8" 12'-12" 14-0" 14'-4" 4" 15'- 1" 1T-7" 30 MPH C 26 PSF 180 9-7" 11'-T' 11-10 10'-0" 11'-4" 12 3' j 13'-12" 14' C 26 PSF 240 8 8 8' 10-1" 10-9' 9'-1" 10'-4" 11'-1" 1 12,_g,. 13'-1" e 13'- 9" 15•_12„ 130 MPH 10 3 11 7' 11'-5" 10'-9" I 12' 1 13'•0" 12'-12"15'-7 16'-6" 1306MPH D 32 PSF 120 I 8 12 10 5 11 1" 9 5" 10' 8 11'-6" t 2'-12" 13'-5" 14-2 16 - 130 MPH D 32 PSF 180 9 6 10-1 8'-6" 9'-g 11'_11" 12'_3" 1210" 14' 12" 1- 30 MPH 140MPH D 32 PSF B 25 PSF 240 8 2' 120 11 2 12 11" 12-11" 12'-0" 11'-8 10'-2" 13-2 14 3 12-5' td 8' 14-2" 14'-7" 15'-4' 11 1T 10 1401 MPH B 25 PSF 180 9 9 11 •3" E 11" 13'-3' 13'-11 i6 3 10-3" 10'-11 9'-3" 0 6" 11 3' 12 140 MPH MPH B C 25 PSF 30 PSF 240 40 120 8 10 10 5 11 -11" 11'-9" 10-11" 12 5> 13 4" 13 4" 14'-9" 15'-12" 16 11 ' 14D 11 13 4' 13'-8' 14'-5' 140 140 MPH RPH CC 30 PSF 30 PSF 180 240 91 8 3 10'-7" 9, 7„ 11'-3" 10'-3" 9'-6" 8'.8" 10'-10" 9'-10" 8" 10- 7" 12 1" 12,_5„ 13, 15'-4' I 140 MPH D 37 PSF 120 9-9' i0'-'10" 10'-8" 10'-3" 11 -3" 12'-1" 12'-1" 13'-5" 14'-6" D 37 PSF 180 8'-7" 9'-11" 10'-7" 8'-11" 10'-2" 10'-11" 12'-1" 12'-10" 13'-6" 16-4" 140 MPH 240 T- 9" 9'-0" 9'-7" 8'-1" 9'-2" 9'-11" 11'-4" 11'-8" 12'.3" 140 MPH D 37 PSF TABLE NOTES: 1, ALLOWABLE CLEAR SPAN CALCULATIONS BASED ON ASCE 7-10 FIGURE 26. 5-1c, RISK CATEGORY I, 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 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. 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 PR03ECT 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. Win, 17. 17C mm17 17C 17 17( 17 I i% i WOOD SUBSTRATE 2)-3/8"ox1" OR #14x2' LAG SCREWS 2' FROM PANELS ENDS & 11' O.C. PER PANEL CONCRETE OR CONC,_BLOCK: 2)-Y4'x2Y4' ELCO CRETE-FLEX SS4 OR EQUAL 2' FROM PANELS ENDS & 11' O.C. PER PANEL w rn I- 00 C' CHANNELS 6063 T-6 ALLOY) 3' x 0.032 x 1.5-LB EPS WALL PANEL ALLOWABLE CLEAR SPAN CHARTS) MAX. ULTIMATE DESIGN MAX. ALLOWABLE SPAN (FT) PRESSURE' PSF) L/80 L/120 396 10.17 10.17 P,,I t58 PSF CORRESPONDS P,I,=e96 PSF and V„Ip200 MPH, EXPOSURE C, ENCLOSED CONDITION, 1=1.0. 4' x 0,032 x 1.5-LB EPS WALL PANEL ALLOWABLE CLEAR SPAN CHARTS) MAX. ULTIMATE DESIGN MAX. ALLOWABLE SPAN (FT) PRESSURE' PSF) L/80 L/120 96 11.17 11.17 P,=z58 PSF CORRESPONDS P,,=06 PSF and V,,_200 MPH, EXPOSURE C. ENCLOSED CONDITION, I_1.0. 4' x 0.032 x 1.5-1-B EPS ROOF PANEL ALLOWABLE CLEAR SPAN CHARTS) MAX, ULTIMATEMAX. DESIGNN ALLOWABLE SPAN (FT) PRESSURE' L/80 12.00 L/120 12.00 PSF) 96 P,,r±S8 PSF CORRESPONDS P,It=06 PSF and V„II=Z00 MPH, tXFU]UF L, ENCLOSED CONDITION, 1=1.0. SEAL JOINT WITH CONTINUOUS BEAD DEGASEAL 2000 CAULKING UUUU UUU 0000 00000 0 z0- INTERLOCKING CROSS SECTION BEAD DEGASEAL 2000 CAULKING SLOPE v v v J= 0000000000 z a 0000000?00 d Q 4'x0.032'x1.5# EPS METALS USA PANEL) 4' MAX WIDTH INTERLOCKING PANEL (1/4'/FT MIN SLOPE) EPS CORE 1 1/2LB X (1) #8x3/4' SMS SCREW 2' 4' FROM PANEL EDGE AND 2 6' O.C. PER EACH ROOF PANEL (TYP. T & B) ELECTRIC WALL HEADER 6005 T-5 ALLOY) 4' PANEL - 12' CLEAR SPAN) — SITE SPECIFIC ENGINEER OF RECORD TO PROVIDE FOR ROOF CONNECTION & SUPPORTING STRUCTURE DETAILS. 8x3/4' SMS SCREWS 2' & 4' FROM BOTH ENDS 6' O.C. IN BETWEEN. TYP. EACH SIDE) 14x5' S.M.S. W/ IWO FENDER WASHER AND NEOPRENE GASKET. 2' FROM EACH END 6' D.C. IN BETWEN. GENERAL col Po E pro Me 3. I'hi 51 l chi 4. The loa( 5. DO 6. Tes 7, Re4 Res 8. 1n t C34 plat 9. Par the 10. Pro C hs 4 4. In l will 12. Rol 13. Wa enu 1=4. CoI fG 11 8x3/4' SMS SCREWS 2' & 4' FROM BOTH ENDS 6' O.C. IN BETWEEN. TYP. EACH SIDE) OPTIONAL GUTTER OR DRIP CAP zy (INCIDENTAL) 00000 00000_ O.H. MAX IN FRONT & 25% ANEL WIDTH 2 SIDES MAX AT SIDES) t Q a v Ce 3'x0.032'x1.5# EPS OR o 4'x0.032'xl.5# EPS 0 O (METALS USA PANEL) o O 0 0 BEAD DEGASEAL 2000 w 00 CAULKING z 00C a O000 BOTTOM TRACK v 0 9O 6063 T-6 ALLOY) EPS PANEL/ SPAN DETAIL WOOD SUBSTRATE 2)-3/e"0x1' OR #]4x2' LAG SCREWS 2' FROM PANELS ENDS & 11' O.C. PER PANEL CONCRETE OR_CONC BLOCK 2)-Y4'x2Y4' ELCO CRETE-FLEX SS4 OR EQUAL 2' FROM PANELS ENDS & 11' O.C. PER PANEL EPS FOAM CORE ROOF PANELS — METAL SKIN ev z PANEL INTERLOCK 1 N.T.S. VERT SECTION 10 VOOU (2) l"O LAG SCREWS WITH is " MIN THREAD PEN ETRATION TO XISTNG lk'OCD HOST (G 0 550R BETTER), +'e' MIN FOGE DISTANCE, SPACED AT 6" O C MAX TO CONCRETE: (2) WO IIW STAINLESS STEEL I APCONS with :?'i" MIN. EMBED. TO EXISTING 3192PSI NON -CRACKED CONCRETE HOST, 2'/2" MIN. EDGE DISTANCE, SPACED AT 12" O.C. MAX. PROVIDE I92" MIN. SPACING BLIWEEN ANCHORS IN EACH FAIR, TYP, I EXISTING 0.024" OR 0.030" HOST STRUCTURE .ALUM OR 269a IVII I , -BY OTHERS, TYP. STEEL TOP & BOTTOM 4IN, 4' AIAX WIDTH PER PANEL INTERLOCKING PANEL FACINGS r DEPTH ( 1/4" PER FOOT MIN SLOPE) EPS CORE (1.0 PCF) HOLLOW BLOCK (2) !1•"O lPN - ,/ - •t ` C CHANNEL, MIN 0.045.. STAINI FSS STEEL IAPCONS WITH I / i-y 1 THICK (v063 l6 ALUM) MIN. EMBED TO EXISTING HOLLOW CLEAR SPAN (L) INSIDE 10 INSIDE. - -- -- --- BLOCK 25zMIN EDGE DISTANCE 1 #Bx ',,` SAE GRADE 5 SMS AT 6' s' SPACED AT-6— O.C.N":AX, O C. MIN, TOP Y. BOTTOM, TYP. Y 1 ROOF PANEL/SPAN DETAIL 1 (• 1.T.S. VERT SECTION liMAXIMUM ALLOWABLE CLEAR SPAN TABLE ROOFS OVER SCREEN WALLS AND PATIO. COVERS: w I µSue Speed : E M L Lad O Om I 0 02 U 110 2 GA 0 024 ( 0.024 (00 20.3 $.eel 0 4' 0 030' 269a sue W. Uplill Li 1 I AI .m _km Alum Skin I Sleel Skln Al..m Skn Alut.t Bk n I Alum Sk Ss n purr .-Nn Alw Skl : Sletl Skin I I i is a FPS I.I. EPS i 1-LP. FPS ,.E-LB EPS'. 1-LB EPS `. I -LB EPS 1 LD EPS 1 L8 EPS I -LB EPS 1 LB EPSJ TO vd00 (G 0.57 OR BETTER): % O LAG SCREVIS W! LT 4h Mft. nA.SNFRS, 1,-MIN 7H,2EAD PEIvFTRAIIOhI Tv EXI`: TINC OOD MEMBER -;" MIN EDGE DIST, SPACED L FP- 4 PACH END AND 5 D.C. MAX TU ALUMINUM (6063 T6 MI_ALLOY) a O SAE GRADE 5 SMS WITH lti2'O MIN WASHERS, SL / SHALL BE 1' LONGER THAN PANEL THICKNESS WITH I 1 EDGE DISTANCE, SPACED 1' FROM ENDS WITH IME' FOLLOW ING BALANCE: ALUMINUM: h1: 2"D.C. MAX 44' h1Ih1, CHICK IUMh U 0 T000TO0.062" MIN. THICK ALUMINUM: 2-3/4" O.C, MAX TO 0.090" FIT N. THICK ALUMINUM: 5" O.C. MAX TO 0 125' MIN, THICK A[ UMINLIM: 6-3/4" O.0 MAXSSs"0SAEGRADE5SMSWITH1Si'O MIN. WASHERS, SCREWS SHALL BE 1' LONGER THAN PANEL T HICKNESS WITH 1 ;i MiN EDGE DISTANCE, SPACED 1" FROM ENDS WITH THE FOLLOWING BALANCE TO 0 045 h1IN. T HICK ALUMINUM: 2. 1'2' O.C. MAX TO 0.062' MGY. THICK ALUMINUM: 3-1/2" O.C. MAX TO 0.090' MIN. THICK ALU141NUM: 6-1/4" O.C. MAX TO 0L125" MIN. THICK ALUMINUM: 8-1/2O.C. MAX OPTIONAL GUTTER OR DRIP OVE0.H7+ NG CAP 36" MAX 0/H AT FRONT & 25% OF LAST PANEL WIDTH AT SIDES (UP TO 12' MAX O/H AT SIDES) TABLE NOTES: i. CAI- CULATIONS BASED ON FBC SECTION 2002.4, SOLID SURFACF VERTICAL LOADS, RISK CATEGORY 1, 10 PSF MlTI 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. Yl'IND PRESSURE VALUES FOR 156MPH EXP'C' P,'D' 165MPH EXP C 82. OBTAINED USING INTERPOLATTON PER ASCE 7- 10 METHODOLOGY 2. DEFLECTION LIMIT 1-/120, MAXIMUM ALLOWABLE ROOF SLOPE SHALL BE 3" MAX PER FOOT (3:12). 3- PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULAT IONS FOR GRAVITY LOADS AS WELL AS CALCULATIONS FOR PANEL PROPERTIES. 4. MAXIMUM Al I OIWABLE ROOF OVERHANGS FOR THE VALUES LISTED ABOVE SHAH. NOT EXCEED 3'-0". MAXIMUM ALLOWABLE SIDE OVERHANG IS 25% OF LAST PANEL WIDTH. i.e. 12 MAX FOR 48" PANEL WTDTH), 5. (t) INDICATES ROWS FOR USE WITHIN THE HVHZ_ ONLY. DEFLECTION LIMITS CONSIDERED FOR USE IN THE HVHZ ARE: 5.1. L/8B FOR SPANS _<12'-0" 5.2. L/180 FOR SPANS > 12'-0" DESIGN NOTES ? 04,(?A15r Al UNABLE LC [G: - IC !i D1I1[ ED I'i I I .( t I I T F. F P 'r FI LCU_ATED PCk v... it - REQ1ARIC- NE,I !F TI F F.. )RIOA BUILJING C F E 6, A:--: E 7 I (1 !NG A JJ'.VABLE STRESS OF,N METHODOLOGY LO ' `, 1.11 THE CRITERIA AS v GENERAL NOTES 7I r 1, HIS SPECI ICAI ION HAS BEEN DESIGNED AND t y yy;A{Y•` Ii1tYL WI ,LLBEFlBRICATF-D :tJ RDAN(:E WITH THE REQUIREMENT' O RIME F JRICA BUT LDING CODE FOR USE THE H/': Z. COMPOSITE ROOF i y - G y f1'• ,; WITHIN 6OUTSIDEOFHCHAPTER 7 SECTION 720. f'SHALL8SECOMPLYVJ[T C PANELS iLl O LL IX F uj Q '< CHAPTER803, CLASS A IFI:. FINISH. AND a; t7 w = CHAPTER 2 SECT OF TI{2 FBC. CO TIG IONLf0 W o O AND C ALL LOCAL SI TALLINVESTIGATEAfJDCONFORFITOALLLOCALEBUILDINGCODE AMENDMENTS WHICH MAY APPLY. DESIGN z" L JuN O % 3 W I'' W CRITERIA BEYONDASSIF-tD HEREIN MAY REQUIRE ADDITIONAL SI le -SPECIFIC SEALED FNGINFFRI NC' V m t LLTHISSYSTEM IS NOT APPROVED FOR LARGE OR ua^i 3MALL IMPACT' RESISTANCE. l`iHEN USED WITHIN! THE HVHZ THIS SYSTEM SHALL BE LIMITED TO NON-HABITABIF p w 2 r0 w LIVING AREAS_ A fl ALLOWABLESTRESSHAS3' INCREASEALLO3. NO13eJaBEEPI USED lC THE T/E DESIGN OFTHIS SYSTEM, D THEP.RC IfTEC1/E IG. E OF RECORD FOP. THE F F "''N IT IS PROJECT SUPER'S'TRUCTURE WITH WHICH THIS I Y OEfI USED SHALLBEALLSIBLEFORTHEIf•IWHICHY HA SUPPORTING SURFACES TOTHISDESIGNWHICHSMALLBESURFACESCOORDINATED BYTHE PERPIMTING CONTRACTOR. 5. SEPARATE 'SITE - SPECIFIC' SEALEO FNGINEERING a SHALL BE REQUIRED 11, ORDER TO DEVIATE FROM LOADS, OR SPANS CONTAI6IED IICRE[N. LINEt•R o o DEFLFCTIOIIS, INTERPOLATION OF THEALLOWABLE SPAN TABLES LISTED n I IFREIN SHALL NOT BE PERMITTED. CONTACT THIS SPAN CALCULATIONS AS MAY ENGINEER FOR ALTERNATEBEREQUIRED. j Qm 6. TI'IECONTRACTORSHALLCAREFUL_Y CONSIDER POSSIBLE IMPOSING LOADS ON ROOF, IIJCLUDIN,G BU'1 1. F NOT LIMITED TO ANY CONCENI'RA'I ED LOADS WHICHMAY USTIFY GREATER DESIGN CRITERIA. THIS ADDITIONAL N ROOF LOAD CRITERIA SHALL BE PROPERLY ANALYZED BY A• LICENSED ENGINEER OR REGISTERED ARCHITECT. PANELS SHALL BE 7. EPS CORECOMPOSITECONSTRUCTEDUSINGTYPE 3105-11254 ALIJ Nl1M FOAM SHALL BE ADHERED 6 r m O w FACINGS; 1.0PCFEPS. THE EPS TO THE ALUh1[ NUM FACINGS WITH MOR-AD 14.652 i u MOISTURE CURE URETHANE ADHESIVE (BY ROHM & HAAS Co.) FABRICATION SHALL BE IN ACCORDANCE WITH APPROVED FABRICATION METHODS BY METALS BUILDING 3 w a PRODUCTS ATTHEIR GROVELAND FACILITY FOR ALL E . n u PANELS EXCEPT THE 3 - / 0.024" ALUM SKIN / 1.5-Ib FOAM 6 0 PANELS, WHICH SHALL BE MANUFACI URED BY METALS BUILDING PRODUCTS AT THEIR GROVELAND FACILITY. m B n u B. EPS PANEL STICS DENSITY H FLAMESPREAD ANDSMOKEDENSITYHAVELAMESPREADANDSMOKEABEEFQUALIFIC TEST QUALIFIED THROUGH APPLICABLEREOOORSTANDARDS. SEEEVALUATIONREPORTFORMORESTANINFORMATION. 9. ALL FASTENERS TOW BE OR GREATER SAC GRADE S H - FA UNLESS NOTED OTHERWISE. WAS (ORS SHALL F. CATERIAI-PLATED OTHERWISE )'FO O r•{ a g 5( TH "SPECIFICATIONS MATERIALANDSHADE5SECTWITH "SPECIFICATIONS FOR SHALL MINI/MASSOCIATI SECTION J.B3 t EYERAL, J S ASSOCIATIONSSOCIALOCA INC', & ANYAPPLICABLEFEDERAL, STATE, N INC.,& AAND/Op, LOCAL GLIDES. 10. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO NON CRAKCED CONCRETE ONLY. INSTALL W 5tF ALL CONCRETE ANCHORS PER MANUFACTURE'S RECOMMENDATIONS. IS RESPONSIBLE TO INSULATE ALL a +{ 11. THE CONTRACTORMEMBERSFROMDISSIMILAR MATERIALS TO PREVENT I ELECTROLYSIS. 12. ENGINEER SEAL AFFIXED HERETO VALIDATES S-RUCTURAL DESIGN AS ONLY. USE OF THIS N o n E g gyy SPECIFRAI IONBYCONTRACTOR, et:. al. INDEMNITIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST& DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES E.Q._ !I;i ay S RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT 1pP.Ryly(2pq BUIIXLBINWE10Pf 15-2406 WHICH IS CALLEDFORBYLOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO PAGE SCALE: N.T.S. ADDITIONAL CERT LFICATIONS OR AFFIRMATIONS ARE OEBCFOPTION: INTENDED. 14. ALTERATIOI. 5, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICA'I' IOW PROPERTIES DERIVED FROM 15. PANEL STRUCTURALCERTIFIEDTESTREPORTS ( REPORT NOS. 50332-A, 50•110-A, 50410-B, 50410-C, 50410-0, 504t(II-E, 50410-F, CI,L'tl 50410- G, 50410-H, 50410-1, BY TERRAPIN TESTING, INC.). MAXIMUM ALLOWABLE CLEAR. SPAN TABLE ROOFS OVER ENCLOSED SUNROOPI ADDITIONS: n L LE EPSL13 Ei 4{ I 1 ID LPUS 0C J- 151 ,F EPS 11.6 EPS.1-LB 2C J I r EPS 0 L.OGArn Y tL.B EPS 0'-11 71 l n..k I.,.n LL PS 1LB EF'S I r 1JG MFtI 6 1 P f 18- 2 4 5 r 1 _ _.._. I£ 19'7 3 ,. 1-7 20 1100MPHPI. PS F :40 1 1 - 12 3 1 16 o MPH IG PSF 12C 13 1" 1 SY.a 15 If CO MPH 1, f6 PSF IOC 14 1 11'-11 3 6 16 F l? 1 3 0' 12 W htm CO F.IPfI C 16 SF iG 1-U C i 143 12 1a' 14It- 10' 10 19'-10 12-' 1-a 3 2 fF'- 15_7 6 13 1 45" 1S t:' aT1 11 19-0 1 21 OU MPH_ D-19PSF IPr. C_P 12,5 193 11-2 23 13 1 C0 MPH U 1'JF F 3 9 3 12 0' 19-2 II l' 12 14 7 74 5 3' i J' fS-6' 1 E 18 19'-' 20: 230' I7i0PAFH81%>PSF 120 i-2 :52 13 3 110 FAPH L 10 F;1PH P P. 1G PSF IG PSF 18G 74C,, 5' tC 4" 3 3 12-9 4 I 12' 10' 11'-11 1a' 10 I ' ' 1 - 16 e 17'- 15'-6 1. 12 _ i6 _.. 12' f9-t' 12' 3" 1 ;" 15 2' IOMPH C IV PSF 1 1 3 14 14 l V 1 `-10 14 6' 15 13 11 lVA is 4 21 6' 12 8" 13-3 15E 16- 6 1I" d 8" ttO FAPH C. 15 PSF 1tl0 08 12'.5 t33 I!-2 OMPH C 19 PSF NC 9 a' I 2 1 50 G" 12 '_ 1 14'"7 1 '4' 17-1t O MPH D 23FS 0,_ v,- 13.7'td 1l':'.' .. o 6' 11'-1"' 1210 1 8 7 ....r. 15-0 IS'-16' 13.E1 ':O MPH F` 23 PSF 160 IG U" 0Q'-S,._ to ' 71- 6 mm O MPII D 23 P F 240 9 " C '_G" 11 10' 11 a, 13 C 1 _ MPH B.. 1f PSF 121 1 4 4 5 t 1.11 4 " 1 9 1 -1 c FAPH 6 19 PSF IOU 1CL9 1-2 15.12' I! 1 0h1PH PHt9P - r 24C J t 3 11' 7" 12 fi 14 A 1-' -8' 15 5' iT-' 3' V I1 1 14 - 11 15 F1201539 _12-1 120 MPH C 12 PST 180 1 1. r qd' I/ 120F. 1PH l 21 FBI- 24G 3-7' 1 tC P" fr7 101':" t"-9" 13 13'9 t'6' 1` 20 E1PH. U PSF 120 10 10' 124 2 5 1'.'-e 12 13 0' __- 4 15-E 1 11 'v 17' St" O MPrI C" 2 PSF 100 9 6 10 8 9 11 f 3- 1 : 73 ,0 1d'- id 11 1 5 120 MPH C 27 PSF 24C 8 1 C 6 812 102" 10 ' 127 30 M_PH 8 22 PSF 120 i 8 1 ' 7' 13 11 12'-2' 13'-1 C' 1 - 1' 1 13 v IS 9 14 1 I -( i 16' S" 20 0' - 30 MPH - 9 22 PSF 0180 IC'-2_ f 11 10" 12 10'-3 15'-4 16.I" 13 9' 1. 3OMPH 1 22 FSF 40 - 3- 0 9' it 5 9 V 10-12" II 'C.' 1 IS it 14 t 12 - 12" 14 C' 14 d I /5'-1, 1 ?"' 182" 30NPHC26SF120_ 10 12 2.9 12 8 1-1 S JU MPH C 26 PSF too S-7. 11. 1t 1 10' 10' J 11 .4" 1 3' ..13 2" i 1 I I3U MPH C 26 PSF 24C 3 8' tG 1' 10'-9" e'-1" 17 i " 13 C I' 11 70 ^:1P11 D PSI 120 1 "3 7 t 5 10 9 10 0' 11 E' 12 11 13' S 14.2" jV.VL 73UMPHD2PF18081205' 11 1 5 5' 3it tt 130MPHD140 MPH It 32 PSF 240. 5 PtiF 1211 8- 2 11 2 j 12.i 1.. 12-11" 11' q" 12' 3 12 -10" 14 2' 13- 2'. 7 3•' 14 a 56' 3' 140 MPH B 15 PS 120 9'9" 1'-3" 120' IV-2 11'-6" 72`+" 74 14=" 13', 15'- 4" 1-1 In" 140 MPH 6 225 PSF 240 8 .C, r. 0 3' iC'-11' P'-3' X' 10 5" 11 3 '. i-' 11' 17' 13 tt' 1 1' 140 MPH C 30 PSF 120 I 1U.5' Ir-1 I' ti'-9 G it 12.5" 13 4 13 4' 14' 1 1612 140 FAPII 30 PS t6C 9 1 10 7" I7 3' 9 E' 10 10 1/ 3 13 4 13' Il 14 5 16 9 140 MPH C 3 PS 40 I 8 9-7' 10.3' 6.8 9 10" 10- 11 12' 13 i" 5 3 1 140hrH U7P F 10 9 131 t06 10-3-' I1'3" 12 1 13 14'G" d_ 154' .._. w 140 MP' r. D 37 PSF 150 8 7 9 It' 10 1 8.11' IV-2 0 it 12 " 12 14J MPH D 37 PSF 240 9 9 J 9 7 R'--!" 9'2 9'-1 r 11 -0" 11 R' 12-3" 4 3" TABLE NOTES: 1. ALLOWABLE CLEAR SPAN CALCULATIONS BASED ON ASCE 7-10 FIGURE 26. 5-1c, RISK CATEGORY L 10 PSF MIN LOAD. EXP'B' PRESSURES VALID UP TO 30' MRH LXP'C' & EXP'D' PRESSURES VALID UP TO 15' MRH ONLY. 2. DEFLECTION LIMIT AS NOTED IN CLEAR SPAN TA3LC'S, MAXIMUM ALLOWABLE ROOF SLOPE SHALL BE 3" MAX PFR FOOT (3:12). 3. PANEL. DEAD LOADS I IAVE 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 T-0". MAXIMUM ALLOWABLE SIDE OVERHANG IS 25%. OF LAST PANEL WIDTH. (1- 12." M,..: FOR 4- PAN EL WIDTH). 5. (i` INDICATES ROWS FOP,USE WITHIN THE HVHZ ONLY. UE}LECTION LR4ITS CONSIDERED FOR USE IN THE HVHZ ARE: 5A. Lf80 FOR SPANS 512'-0" 5.2. L/180 FOR SPANS > 12'-0" CLEAR SPAN TABLES DIRECTIVE: 1. CHOOSE TYPE 0L LNCLOSURE TO BE COVERED SCREENED WALLS, OR FULLY ENCLOSED). 2. VERIFY APPROPRIATE ALLOWABLE LIVE LOAD, WIND SPEED AND EXPOSURE CATEGORY WTI" GOVERNING MUNICIPAL] FY AND BUILDING CODES IN EFFECT FOR THE PROJECT LOCATION USING FLORIDA BUILDING CODE. 3. FIND ALLOWABLE COMPOSITE PANEL CL FAR 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 AL LOV/ABLE CLEAR SPAN TACKLE ROOFS OVER. ENCLOSED SUNROOtM ADDITIONS; ` ! rttn CL.' CC]3 -aSl 5_'4 fU 1_3I ILD EPS I LB D P S I BFF.. 1-1B P Lb vPLo -F Lb it PH 9 - f 10-5' t 3 I1 1 f2 , 1 3 1 2 1 $ Gr Oz f f 1 H 8 3' /C J ." 5-8 11.0 tt 13 13 -i'. it 8' lY 150 MPH BLL L .SF 230._ I 8S' 95 1,J- iG_ 9.71 :21 12" .._.__tJ`_'.-f[ R1"o iCl P:. 99" 136' 1 4 -.. _ $ 1 1 1» » Fi L 4 1 Q li r 1 12 3' 12 W m z z o. r 15C MPY C FS ^40 ] 0." ' 95 d'Ic G I9 ZWI W=..xa^ l. -. - _.__ ft` ULL 156 MPH . 1 ' SF0104 -11 B 11 1 1- 13'-2 7 2 IA, 15-9 1 >W 6' R 1.SF - 18] 90' IO 11- ,5 iJ-9" 11'? 132 137' 4 _: _ tE 1.1 1 1'jm13 o W opp 121 1.'.I Zk N "may 103 1aIJ c. _._.. f:.. _._ lt.._..._. _... ._. '. ._.._ ,,''II I' '1W b oz 1SU 11P: F 31. _.gF '4 8 9 6 1J' 1 8 9 9 1 it t7 2 3' 4 15 W LV m 156 Mc 3E PSF 1so e 0 L 9 10 : 10' : 8--to, 1 ' 10 iC 1l 2 5 j 15-2:S` LL v 3 15 . pi f S PSF 110 8 8 1 9' 0'-." - 9 1L 11 3 11'>' 2 I4 i, In x Q W c- z 156 NIPDCPSFt20 1_ 5 9' 9'- 9 £' I3 _ 10 10' Ste]'G 77' C' 1 '-12' 13 £ N i G i 155 MPH U 4u PSFf8 7 1 3 10 2' a' 11' 9- 3 8 5 1 10 4" 9' P' 11 11' 10-12' 8'- 4" r" 10,-_' f-3" 9 5" 11. 11" 10 "1 _. IV-2' 12 .10' I1'-4" 10 12' 3 12' .......... 11 f 4 3' 3- IS 4 13 9 _ 1 ' 156 1APH 160 FAPH 160 MPH 160 MPN D 46 SF 8 tPSF 8 33 PSF 8 3 PSF 4J 1213 100 ...,.. 240 13 4' 12 1' 4. 0" 9' 163' 14 70' 8 f 9 4 10 9' 17 - 10 6' S" 9 12 r" 1 rl IQ' 10 4 IVV 11' 0 11 tl 1 0MPI1_ C _" SF 120 12'/, 132" I T 160 MPH C 4'PSF 180 84 T98 IU 8-' 9.1' 109 _.., 11 8 126 1 t 1Oh:PH C 40 PSF 240 7 8I[ 9F' 1I1 11-.4 17 t 1311 0 hK'H D 46 PSF 720 67 8 7 ''. 9 5 9 9' - a' 4" y 9 n -' • mm t" 7 1. 9 t 6' 13 ... 160 F.PFI D SE PSF 76G 7 13' 1 9'- e 9 9' 1_' t0 9' 1 s' 16UMPH D 45 PSF 249 i 1 8 3' a' J ." 16.5 MPH B 35PSF 120 I 911 I i in -11, 105" 11-." 12-51 186 MPH B 5 PSF 240 155 MPH C 4<PSF 12 165 MPI I C 42 PSF 160 165 MPH C 42 PSF 165 F7PH D 51 PSF 120 65 MPH O 51 PSF - ISO is MPH D 51 PSF 240 1 TO MPH C 45 ESE 24D 170 MPH It D 54 PSF AO I- 170 MPH D 54 PSF 120 f 170 r.1 H I D 54 PSF 180 1_170 MPH D 54 PSF . 240 1.15 MPH 1 5 IPH 8 39 PSF 120 8 3P PSF Ie0 1 5 HPI B 39 FSF 243 17 M-HT C 47PSF 80 175 MPH C 7 PSF 120 1 5MPH t C d7 PSF ISO t f5 h1PH G 47 PSF 240 MPH t D "µ57 PSF 80 175 1 5 MPH D 57 PSF120 175 MPH i D 57 PSF 180 11 9 "1 8 9 8 T 1 V4" 10 11 7 L11 J t 5 4E" 0 4 10'-i" 9-11 9- 9" i IO'E" 11-3, I1 3 I '6' 13 0', . 4 6 2 µ0 6 9'-11 0' 6" 9'-E' 10 5" 11'-3' 3 11" 4 d" 7 5 8 f 9 -2 " ' i'- b" 6 10" 9 6" 10 13 I I I -t r 0.. 5'• 8 7' T-2' 9 »1 6 IO 3' vIn 1 C 11 1 3 12.12 7-8' a 11 9 0 7 12' 9-_ M^Il 3' 4 1 1 12T12` _- 1 8 7 W-7 7 1 I 9 5 17 9 10' 10 2- I1 12 I' 12 0 mt20 d 4 5' S ' 86 911 10. 6" t 10 Oil' 12 -9 k-t 9 2 911 1t 1 11,7 12-3 4-3",.,, mm 9-71 1 8.4' 10' 2" V 6 10. 11' 10' 3' 10 11 10 11 124 11 12 t3 1 i 13 11" 13 1t- 7 7 e l 9' 4 10 1 10 11 17'-6" 39" 11'-0 11' 1i" 7 10" 10 3' 10 -7 10 0. 1G 1t I2 .2 14 0' id 50" 8 9" 9 11' iC 0 11 8 12 7 13 2' 14 t0" 1I" 0 9 V t i 116 11 I_." 13 1T J 10" 9 5' e P 3 11 9 11, _ 9. 4" 10" 8' 10 6 i " 0' t0 81, 10 6 10 8 1 V to, 12-9 12 C' 11 J 12 9' 11_-9-9 1 _6 10-e_' 1:3" 13 B. Sy 8 P :,w $8 Pa S KQ4 Fwt2F L. 6E7}MI0 P E 15-2406 cocrk C' _V 370 Waymont Court • Lake Mary, FL 32746 • Voice 407.688.7631 • Fax 407.688.7691 • sandpsurceying(u ,mail,comi Lot 4, Less the West 5 feet, Sanford Terrace, according to the plat thereof as recorded in Plat Book 4, Page 36, of the Public Records of Seminole County, Florida. Parcel 2 The South 100.25 feet of Lot A, Evans Terrace, according to the plat thereof as recorded in Plat Book 3, Page 29, of the Public Records of Seminole County, Florida. Community number: Panel: Suffix: RLR.M. Date: 411711995 Flood Zone: Date offteld work: 511112015 Completion Date: 5/1112015 Certified to: Michael R. Bodtmann; Rick T. Schuchman; The Closing Table, Inc.; Stewart Title Guaranty Company; FBC Mortgage, LLC; The Secretary of Housing and Urban Development, their successors and/or assigns as their interests nuty appear. Be I — (1 2 L T8 LOT ZONIN; 0AT ark screwy' ''14 'ALL — N0 OPEN w { nSv\aEe ; 00'00'27" E V livid u, X 81 cover-ed a-i ;FIR AIG S 00'09'00" w d escrb d w,-h20se5' V WA S Sanfprrd Ave — S Palmef}n'Ava IS Ma nd aAve -, w ,w i S Pant Al V5 LOC477ON SKETCH nor TO scut LOT 10 FIR 1/2" a3 100.33' (M) q n 100.25' (D) mm Lo CO FIR 5/8" w N z0U LOa oI S 1 .25' OF LOT "A" PB 3, PG 29 0 o a LOT A t. LOT A o N 00'0 '00" E o N 0.25 (D) TZ N0 L 208,25'•. O cDPLATLIMITS"oo PLA9 S_------- N N W N N 4 25.4' 14,75' n LOT 3 w 22.0' C 6'ti t 7 o F= W. Lv Z z" W o Q sLij O 1.4 _?) . S 1 11 f o 22.6' a cam o 3. 28. a' 1 a.79' r ,. J U 00 a A/C4O D TWO STORY 1 p o pj Q 3 P/L-'C.Q r dk" 00 o A/Co RESIDENCE a r ` ~ x J Z 3.0 N 1.0 oN I r^' p w 19.53' 15.2' 12.8' 15.2' o v o •.. -1.5' PER PLAT o O ry PORCH' O.T ' 1,4' 0 1.4'- 10.9 n z o z 1'3: 0' z 3 w .0 = n 2.0 J DRAINAGE SCALE. 1 "=30' jO 2.0 N o2.0 o 0 INLET FIR 1/2" v_ '411 o J FIR 5/8" O I 5,CONC,SWK Property Address: z' CONC CURB 2021 South Park Avenue N 00'09.00„ E 100.00 (P) Sanford, FL 32771 N 00100 30„ E 99.94 (M) SOUTH PARK A VENUE R/W (IMPROVED) 40' ASPHALT PAVEMENT