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HomeMy WebLinkAbout137 Placid Wood Ct - BR19-000255 - SUNROOMmot r G CITY OF jlC- PER T 'PLICATIQNjkNFORD000.2675 BUILDING DIVISION Application No: i Documented Construction Value: $ 1 _ q 0 0 Job Address: 137`n c.id b I C1 tj 61j 10 4— Historic District: Yes No% Parcel ID: 0 ,: ? 3 0 5-c)-:)- 1D00 0 c3k a 0 Residential Wcommercial Type of Work: New' Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Title: Phone: k4 0 (19 ax: It Q ,% 3d a Email: 1 n 1 0 L/ P Cn PropertyOcaner Information Name V j C _:r7UI Phone: Street: c' Resident of property?: ---- City, State Zip: Contractor Information Name t -S Phone: IJ 07 3 d t,( ! 91 16D Street: ( Fax: 4. 7 adcp 33 c),37 City, State Zip: State License No.: C S- 07 Name: Street: Architect/ Engineer Information V I' Y% > i " Phone: i 0 k V I VU lam}nC'! Fax: _ City, St, Zip: (—,) L OLD E-mail: Bonding Company:. Mortgage Lender: Address: --'' 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. 7 FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code No'I`ICF: 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. i Signature of Owner/Agent Datc V 1 4— Print Owner/ of Date 1-01.1 rC, -f43 Signature ofContractor/A Date Pc:clnYi':lc or A e of Notarv-State of Florida Date Owner/A ent is Personally Known to e or Contractor/Agent is P rsonally Known t Me or I r`Iu`ca air YAt4TVpov ID Produced ID F£ , tte ef i`(otrd.t q < tk , gym Notary P R St 3 a of t • . g r v Ct ,s ., 1 F1 I: 4 r , 17V uof t, rx rt3 vi CSi3,yr 2 iS9F. B LOW IS FOR OFFICE USE ONLih=C„1' . s rt.rt;.r tt",Notary,#'La r s.', x t t3 t Ci _ EX .£ ",`.L# l ._ ia Permits Required: Building Electrical 9 Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: !!r• 1?.-1 `1 SCPA Parcel View: 02-20-30-522-0000-0220 http: //parceldetai l.scpafl.org/Farce I Detail In fo. aspx? PID=02203052200000220 Parcel Information Property Record Card Parcel: 02-20-30-522-0000-0220 Property Address: 137 PLACID WOODS CT SANFORD, FL 32773 Parcel 02-20-30-522-0000-0220 Owners} LUG tint nn'cunFi O UGBUSI, VICTORIA Property Ad r ACitJVQDSGT SANFORD, FL 32773 Mailing 137 PLACID WOODS CT SANFORD, FL 32773-4454 Subdivision Name PLACID WOODS PH 3 Tax Distr S1-SANED , DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2001) Legal Description Value Summary Valuation Method Number of Buildings Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) Land Value Ag Just/Market Value " Portability Adj Save Our Homes Adj Amendment 1 Adj P&G Adj Assessed Value 2019 Working Values Cost/Market 1 121,597 600 28,000 150,197 73,312 0 0 76,885 2018 Certified Values Cost/Market 1 115,670 600 28,000 144,270 68,966 0 0 75,304 Tax Amount without SON: $1,927.00 2018 Tax Bill Amount $632.00 Tax Estimator Save Our Homes Savings: $1,295.00 Does NOT INCLUDE Non Ad Valorem Assessments I of 3 1 Il8/2018, 2:20 PM Grant Maloyy, Clerk Of The Circuit Court & Comptroller Seminole County, FLInst #2018130008 Book:9249 Page:1135; (1 PAGES) RCD: 11/15/2018 01:18:09 PM REC FEE $10.00 t.tRTlFiM COPY CLERK OF THE ORCUIT COURT AND CC0TOP I {%O I ER THIS INSTRUIAENT REF RED BY- WIN LL CUIN TY, FLORDA Name: Address: BY pE, LItYCLEnK f1Jtt NOTICE OF COMMENCEMENT Permit Number: Parcel 10 Number: O c3 _ D a 0 O O© D 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. DESCRIPTI N 7F PR PERTY: (Legal descriptio of the party and street address if available) C C 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMATIQ R LE SEE INFORMATION IFj THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: )" = Interest in property: Fee Simple Tide Holder (if other than owner listed ab Name: Address: r CF 4. CONTRACTOR: Name: / J Phone Num Address: C 5. SURETY (If applicable, a copy of the payment bond Is attached): Name: Address: Amount of Bond; 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., lorida Statutes. p Name: - Phone Number: d 7 3c:)- T ( f 9 6 Address: 7-3 6. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 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. Under p It as of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belle Slgnasue of Owner or LaAee. or 00jes or Les ** . (PdntName and Provide Signalory's TWe Moe) Authorized Of kwaroclor/P nager) State of Z` r / County of ii' a The foregoing Instrument was Pcknowledged bef to me this / 7day of ( a l 20 V by7 C 9`/"l -- firms/ Who rsonalty known me OR Name of parson maldng statamen who has produced Identification type of identification produced: r St DORION.. State of Floridw+r n+re n # FF 181319ires Mar27. 2019 'ational Notary Assn. 12/05/2018 09:58 4073223039 P PAGE PLOT PLAN for: MARONDA ho MF...S, INC. DESCRIP770N. _ LOT 22, PLACID W0003._ PHASE THREE RECOM)W IN PLAT BOOK SG PAGE(S) PUBLIC RECORDS OP SEMINOLE COUNTY, FLORIDA TKACT V PLACID LAM c1 PLAT bQ0K43. PAM 5.10 ) N36°55'20"W 4' 40.0a s o.c. .s u.e ` K'' "J a v ICY x(7 r t1 (• ,, ;Ki a — 1, cRAPruc scat MIN A, LOT 2_ $,s Spp M LOT 21 r: i ' IJ.IJO`• r' a MODEL' { WELLING - MN 4.«. Art*. w aJ;A4.1 j3-2} SLACKFINISHED FLOar.ELEVAMM: ease note "No pools, taRaiiva E'tt?.. wrM tr3'xt r 0 N ter additional impervious areal ALML)M' T'u t ItoAllowedinthi4Aubdivision". -'Wkrm pDrXR w . 4Ss. 1 ir+ P. rA. to.o4 vIle N p,. 45• .SG `' o W R- 55.O0' A-2O°50'05' ARC= 20.00' Cti. 19.89' t aC.s, U ttING sITBAGxs o rRONCti- MG.-507" 1414 1 " e _ 2 REAR. 13' ' LN SIDE: 3' rl p / / SIDE STREET: 15' ' 1 IACID BUILDING w H WOOD5 COURT '_ 4,2 22 SQUARE F 4,249 SOUARE FEET/0.09E ACRES F. M.A. PLOT PLAN P — DENOTES PROPOSED ELEVARON PER ENGINEERNO PLANS E — DENOTES EXISTING ELEVAnON PER ENGINEERING PLANS: FLM CER71FICA71ON NOTES: p Ug IRA= ON INC FEDERAL EMERGENCY 1. SEAARE BASED ON INC SOUTHWESTERLY MANAOEx/EHT AOENCY FLOOD INSURANCE UNE Or 407 22 REING N3655'20'W. RATE MAP, 1HE SISUCYURE 2. ELEVATIONS AND LOT DRAINAGE TYPE SHOOK SHOW HEREON DOES NOT LIE 1MTHIN HER€OM ARE BASCO ON SITE ENGINEERING THE 100 YEAR FLOW HAZARD AREA, PLANS FOR THE PRdXCT, THIS STRUCTURE LIES IN TONE ` X 3, AUILDING LIES ARE YO FOUNOATION. COMMUNITY PANEL ND. 120294 0043 E 4. PLOT PLAN ONLY. LOT HAS NOT BEEN STAKED EFnC?IW DATE: APRIL 17. 1995 IN THE FIELD. MAP REytSION DATE: THIS 1$ NOT A STIRVFY. wr 1V5/2018 09:58 4073223039 P PAGE 01/06 0 T DALUMINUM SCREEN DESIGN Aluminum & construction engineering M [ Sun Room F]Fill In JCage ( Non -Removable Screen — Designed to withstand actual Wind Speed) Patio Cover Other: Contractor Name: Address:, 5w city: Aa• Zip Code: Y,.?17f Phone/ Fax: Email: 9 . " Al M ailV4 r- 3, ANFC)Fiff) B(JILOIN(34 [_'),Nd 1`110N REVIEWED poR G()DE cOMPLIANCE 7 1`;`Aii, k E LANS FXA I EJA S* # of Copies 0PickUptlE-File F] Fed Ex1UP 0 Single PDF J Each Page Separate For FedEx option go to and provide FedExfUPS account #) QL . V []Check []Credit Card* For Credit Card option go to wwwaluminum ;creendesip.com to pay by credit card) Engineering prepared by: ki moASD Engineer. Michael Thompson, MSC, P.E. (P.E. # 47609) 4401 Vineland Road- Suite A6 Orlando, FL 32811 Ofr": 407-734-1470 Coll, 407-721-2292 Project Manager Paul Thomas 386-479-9504 Fax 888-923-8181 Email: alum' umsGr ndesi yahoo.cam_ Website, www.aluminumscreendesign.com CA#30930 12/05/2018 09:58 4073223039 r PAGE 02/06 NASDALUMINUM SCREEN DESIGN Ajuminvrn & Construction Engineering C insulated [Pan Roof Gutter []Fascia L]BlockYVall conventional Wall D Wh Wall x Top Plate e;"' X Chair Rail Kick Plat;a<5 Uprights :pl " Uprights x Top Plato _x Chair Rail x Dome— FjGable DMansardfl-lip [7]Shed/Slope F] Gutter F]Fascia Block Wall Conventional Wall Beams X Uprights X Purlin —X , Chair Rail —X Beams XUprights x Purlin x Chair Rail x Kick Plate 9 LIN Insulated nPan Roof Fj Gutter ]Fascia Block Wall []Conventional Wall ]4*Wall Beams — X Post —X Existing F-jNew: 4"Slab LjPler 0 Pavers F-16" Thickened Edge Other: FIRibbon Footer X Note. In the event that there is a conflict with the design plans and general notes and design standard, the contractor shall utilize the more stringent dimensions and member sizes pdor to ordering materials, fabrication and/or construction between the plans and the general notes and design standard. Engineer: Michael Thompson, MSc, P.E. (PE#47509) 4401 Vineland Road Suite A6, Orlando, FL 32811 CA# 30930)-Ph 407-734-147otFax 407-734-1790 N1111111,11 AS D General Notes & Desi2n Standards Sunroom-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 2017 (6" Edition) Aluminum Design Manual 2015 ASCE 7-10 Design Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -140 MPH (F'B(' Table 2002.4) (40 ps)q Risk Category & Sunroom Category: II -See attach site specific plan sheet (F'BC 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 1 foot of any member, not occurring simultaneously with wind load. In addition to wind pressures, purlins is also be designed for a 200 pound load applied vertically downward along any 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 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 Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum design. All aluminum shall be 6005-T5 (E= 10,000 ksi; Fy = 35 ksi) with a minimum wall thickness of 0.046" Splicing prohibited without prior approval as to location and type. Burning of holes in aluminum members is prohibited. Any member with burned holes must be replaced. Aluminum Protection: Shall be pursuant FBC 2003.8.4. Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or other masonry materials, shall be protected with powder coated or ESP paint or alkali -resistant coatings, such as heavy -bodied bituminous paint or water -white methacrylate lacquer. Screws: Aluminum self -tapping screws shall conform to ASME 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 ofoverlapping sheets. For bottom plate and column base, secure with '/4" tapcons a minimum embedment of 1 1/8" and 2 %," respectively into concrete footer. Bolts: Bolts and other fasteners shall be aluminum, stainless steel, hot -dip or electro-galvanized steel. Double cadmium plated steel bolts may also be used. Bolt holes diameter shall not exceed 1/16" larger than the bolt diameter and shall be spaced at a minimum of 2.5 times the bolt diameter with minimum edge distance of 1.5 times the bolt diameter. Bolts shall meet the requirements of ADM J.3 Chair Rails Purlins & 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 =140 MPH 2 x 2 Chair Rail = 5'-9" 2 x 2 Purlins = 6'-3" 2 x 2 Wind Brace = 4'-0" 2 x 3 (0.125) Wind Brace = 8'-9" 2 x 3 Chair Rail = 7'-0" 2 x 3 Purlins = 7'-0" 2 x 3 Wind Brace = 8'-3" 2 x 4 Wind Brace = 8'-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 AI85 or A82 (Flat sheet). Deformed bar anchors shall be ASTM A496, Grade 70 Cover: Footing 3" Washer: Washers shall be used under bolt heads and under nuts. Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com ENINNAS Dp, ,&,:o r g N" 0 Hole Alignment: M I Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. Al! chips and foreign matter between contacting surfaces shall be removed before assembly. 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. 140 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 7'-3" 3" Spans 12'-5" 3" Spans 13'-10" 4" Spans 16'-0" 6" Spans 18'-5" 2 X 4 8'-0" 2 X 4 8'-0" 2 X 5 9'-6" 2 X 5 8'-6" 2 X 6 10'-6" 2 X 6 10'-0" Knee Bracin : 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. Maximum deflection shall be limited to L/80. Edge Distance: Contractor is required to install uprights to provide a 2" minimum clearance from edge of slab and/or footer. Vinyl, tempered glass, and acrylic panels: Vinyl, tempered glass, and acrylic panels shall be removable. Removable panels shall be identified as removable by a decal. The identification decal shall essentially state "Removable panel SHALL be removed when wind speeds exceed 75 mph (34 m/s)." visible when the panel is installed. Michael Thompson, P.E. #47509/CA#30930 4401 Vineland Road., Suite A6, Orlando, FL 32811. (P) 407-734-1470 (F) 407-734-1790 www.aluminumscreendesign.com 12/05/2018 09:58 4073223039 3 m p ,, 4, j-- tDRESS RECTIONS: 4-o La.c-4 PEEN: % Y CATEGORY — AT; GABLE: TIE IN: .7/ ff QF SIZE: /G TYP 0 o4-4 ORS: CKPLATE: TYPE: ITTERS: Jf M e W Ct 1 NDOW TYPE: i —11-1 AME COLOR.! PCHOVERHANG: f USE OJH-: SOFFIT je P OX. ATTACHMENT HEIGHT; 0 N BEAMS: L 1 P11^{-t Ql 1-p Of o b ., It' PAGE I` PRA ER BUILDERS., INC. 5450 Bryant Avenue - Sanford, FL 32773 Telephone: (407) 324-9960 - Fax: (407) 322-3039 State Certilled: #CBC053007 www.sunroompro.com U1) 1 -,nII- ro 0 M TECODE: rsty ytP.sunr>tYompJI o.com Ir+ mAW ATERIAL ANDWORKMANSHIP GUARANI'ERD FOR 2YEARS. NOTE: I) HAIRLINE CRACKING OF NEW CONCRETE SLABS IS A rrttm;: Eor cxprwe)y Marva$ all contractors. ntechonias and Material COMMON OCCURRENCE. m! Iian which rmy beaseected uWar any provisions of the lawto2) SPRINKLER SYSTEM MUST BE RELOCATED SY CUSTOMER. are payment order centract pelec end may assert and 5a the sane 180, 3) DRAINAGE AT BASE OF ROOM IS RESPONSIBILITY OF n upon the taxi property on which installation Is made. HOMEOWNER. rchaser agrees to supply electrical power stjobsite, r` , 4) FLOOR MAY REQUIRE LEVELING FOR TILE INSTALLATION. Ys1A, 1 r`8+ '7 S) OWNER IS RESPONSIBLE FOR ANY REINSPECTION FEES ar-Y r DUE TO INACCESSIBILITY OR MISSING PERMIT. I r _k.b) HOM60WNER IS RESPONSIBLE FOR HOA OR ARC APPROVAL. V^ C' 7) ALL WORK AREAS MUST BE FRZA OF DE13RIS AND v mail• _ FURNITURH- OTES: ( it #V I-K r/ 0V/ — .j *I i _ I le, J _ 1 _ r i. /, j A1-1 We have read the forgoing proposed contract and accept the same on the terms and conditions printed an the reverse side stated a e carrrrucr lt' CltaeC[: Bate DEPOErr Itimster: • " Terms: SAL DUE ontract Price . Cash, Check. 3`t5 onverti("ea Fpe for Credit Card traaaaeti s. Iil. l.Q.t ., IA rt1 A i lc evUrit cfi n+,ict ii n)ember sizes shown on theMic)it` " ti1 t t's)Fi" ; notes the Contractor must utilizee-7,;m rembersizerequirements. g A3g930 LO 0 EL IL o mm mcv Nm m v aoLO of GO 1-4co LOco Aeo LOco W LO0ds64- 4d a t 3 7 4, d F'f 3 4; 77,3 o (F 'e. d`T' i to m L—&/v,5 eLe, ) CAJ l— p c cLc 12/05/2018 09:58 4073223039 P PLOT" PLAN for: MARONDA hOMFS, INC. dESCRiP770N: L07' 22, PLACID WOODS, PHASE 7H) PAGE RECORIlEO IN PLAY BOWL SL PACE(S) ' .G S G(p PUBLIC RECORDS OF SBMINOLE Ccxn M FLOMOA ease note "No pools, sheds, om ier additional impervious areaTI I b_e Allowed in this subdivision" R— 55.00' A- 20050'05' ARC=20.00 CH.— 19.89' CH,BKG.-507• 1441 T PLACID WOODS COURT TRACT V PLACID LAKE t'LAT OOOK49, PAM 5-10) N36°55'20V ! 40.00' g u.! a 5' la 20ti GruUY,IC scua RATE LEAP, INC STRUCTURE sHom HEREON oafs Nor LIE mnm THE too YEAR FLOOD HAZARD AREA, THIS STRUCTURE LIES Nr ZONE ' X COUWNITY PANEL NO, MOM 0015 E EFFECT E DATE: APRIL 17, 1995 MAP RE"VON DA TE, LOT 21 BUILINNC SMACKS FRONT, 20, REAR: IS' SLOE: 5' SIDE STREET, 15' BUILDING LINE. LOT 22 CONTAINS 4,249 SQUARE FEETA098 ACRES +/— o fa M 1a aE-4 F,N.A. PLOT PLAN P — DENOTES PROPOSED ELEVATION PER ENGINEERINC PLANS. E — DENOTES EXISTING ELEVATKIN PER ENGINEERING PLANS N07FS: t. BEARMOS ARE BASED ON INC SCUTH%CST£RLY uNE OF LOT 22 BUNG NJ635'20"W. 2, ELEVATIONS ANO LOT ORAI+IACE TYPE SHONN HEREON ARE BASED ON SITE ENGINEERING PLANS FOR THE PROJECT, A QVILO/NC I S ARE TO FOUNDATION, 1, PLOT PLAN ONLY. LOT HAS NOT BEEN STAKED IN THE FIELD. THIS IS NOT A SIIRVFY. J 06 ALUMINUM SCREEN DESIGN BEAM IS ATTACHED TO UPRIGHTS WITH (8) # 10 I" ON EACH SIDE OF BEAM 3" INSULATED PANELS ARE ATTACHED TO ALUMINUM STRUCTURE WITH 4) # IO 4" PER PANEL OR 6" FROM ENDS 24" O.C. TYP. 2X3 CHAIR RAILS & GIRTS ARE ATTACHED WITH INTERNAL CLIPS WITH (4) # 10 1", CAPRI CLIPPED WITH (8) # 10 I ", OR BLIND SCREWED WITH (3) 910 2" 2X4 OR GREATER BEAMS UP TO 15' ARF STITCHED TOGETHER WITH # IO 1" 6" FROM ENDS 24" O.C. LX3 BOTTOM PLATE IS ATTACHED TO CONCRETE WITH 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. 2 X 2 X 1/8" ANGLE SCREWED INTO EACH SIDE OF BEAM WITH (2) 10 1" & INTO CONCRETE WITH (1) 2-1/4" X 1/4" TAPCON 3" C CHANNEL IS ATTACHED THRU FASCIA INTO RAFTER TAILS WITH # 10 2" 6" FROM ENDS 24" O.C. & TO 3" INSULATED ROOF WITH (6) # 10 I" PER SIDE 2X7 BEAM 2X2 POST .046 OR GREATER 2 HINGE 2X2 IS ATTACHED TO WOOD STRUCTURE WITH # 10 4" 6" FROM ENDS 24" O.C. INTO STUDS 2X2 ANGLE IS ATTACHED TO BEAM WITH (2) # 10 1" & INTO WOOD STRUCTURE WITH (1) # IO 2" HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH 910 I" 6" FROM ENDS 24" O.0 DESIGN STATEMENT MICHAEL THOMPSON ALUMINUMSCREENDESIGN.COM METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROAD ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF I L/8" CONCRETE EMBEDMENT DEPTH SUITE A6 @YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 20I7 (6TH EDITION) FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 140 MPH ORLAND_O, FL 32811 PHONE: 407-734-1470 (FOR 3 SECOND GUSTS) NOMINAL SPEED109.2 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. F.E. # 4%SagCONTRACTORSHALLFIELDVERIFYALLPLANSDIMENSIONSPRIORTOMATERIALPURCHASE, FABRICATION AND CONSTRUCTIONFAX: 407-734-1790 CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS CA#30930 ALUMINUM SCREEN DESIGN 2X3 X SIDE WALL DETAIL TOINSULATED STRUCTURWITHCIII?D 4) 910 4" PER PANEL OR 6" FROM 1.1- 1.1111- - 2X3 BEAM IX3 BOTTOM PLATE IS ATTACKED TO UPRIGHTS WITH CAPRI CLIP WITH (4) 10 I" OR BLIND SCREWED WITH (2) urn---1 xN GUTTER & FASCIA DETAIL EXTRUDED FASCIA IS ATTACHED TO 3" INSULATED ROOF WITH 910 1" 6" FROM ENDS 24" O.C. k EXTRUDED GUTTER IS ATTACHED TO 3" INSULATED ROOF WITH 410 I" 6" FROM ENDS 24" O.C. k#.l*& R lxlz1+T9l lK4v-;RvfaR 2 HINGE HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH 910 1" 6" FROM ENDS 24" O.C. AL UMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 4401 VINELAND ROADALUMINUMSCREENDESIGNALLTAPCONSSHALLPROVIDEMINIMUMOFII/%" CONCRETE EMBEDMENT DEPTH @YAHOO.COM SUITE A6 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TH EDITION) PHONE: 407-734-1470 FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 140 MPH ORLANDO, FL 32811 FOR 3 SECOND GUSTS) NOMINAL SPEEDI09.2 MPH UP TO A I5FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY L P.E. # 47509FAX: 407_734_ 1790 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIORTO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD SITE CONDITIONS DIFFER FROM CONSTRUCTION PLANS ,• CA#30930 so ALUMINUM SCREEN DESIGN ATTACHMENT DETAIL CUSTOM WINDOW ALUMINUM FRAME WINDOW 10 2" 6" FROM ENDS O 24" O.C. ON ALL SIDESTOALUMINUMFRAME 3 #10 I" THRU FACE 6" FROM ENDS 24" O.C. ON ALL SIDES TO ALUMINUM FRAME UMINUMSCREENDESIGN.COM UMINUMSCREENDESIGN @YAHOO.COM PHONE: 407-734-1470 FAX: 407-734-1790 2X2 POST .046 OR GREATER 2 HINGE HINGE LOCATIONS DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH 910 I" 6" FROM ENDS 24" O.C. INSULATED FILLIN PANEL C-CHANNEL IS ATTACHED TO ALUMINUM STRUCTURE W/ 10 1" & TO CONCRETE W/ 2-1/4" X 1/4" TAPCONS 6" FROM ENDS 24" O.C. O C-CHANNEL IS ATTACHED TO INSULATED PANEL W/ 10 1" 6" FROM ENDS 18" O.C. DESIGN STATEMENT METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 ALL TAPCONS SHALL PROVIDE MINIMUM OF 11/8" CONCRETE EMBEDMENT DEPTH THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2017 (6TFI EDITION) FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 140 MPH FOR 3 SECOND GUSTS) NOMINAL SPEED109.2 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY I 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 MICHAEL THOMPSON1 4401 VINELAND ROAD SUITE A61 ORLANDO, FL 32811 P.E. # 47509 It-CA#30930 m Search Criteria Refine Search Code Version 2017 FL# 10778 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications Iy= Maloufa_SjuLeL Validated By Status FL10778-R4 Revision Four Seasons Building Products CBUCK Engineering Approved Uctura ents (561) 491-9927HistoryCategory?13 1r- Zo' I1--lD Subcate y: Structural Wall by DBP'R. Approvals by DBPR shall 0' r Zevie`w`eythe POC and/or the Commission if necessary. Q4n1( Aq_U.5 :: .2 F2 , - 1, 24 The State of Florida is an AA/EEO employee C,9Pyr!ql_'( 2-Qn-_29 1_3_20te_gf F_lqndq. :i PqyAcyStatement :: gcce -ibdi m nt :: ftf_incJ_%A,mgn)t 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 ematis 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 it you are a licensee under chapter 4SS, F.S., please click hq_Ee_. Product Approval Accepts: MUME10 Grc' xji Card Safe MUR SEASONS El I.— I," ll I0I. SPAN)— EPS PANEL/ A ItII 'RI. —. I.D QPifnnaITTII IIAI IIR —.1- sc I.s DETAIL T—Qhc- CRETE-('LCX SS4 OR CQUK PII— —I I Ic 1c. P-11 I;W 1-4 "I I ' ,I" IWfl,,,d l—, -1 1040,(Ill, (NO I A),—, I, I 1—Id, , "o-pp"—d p- k l l I, !-;, Ill--, . . ..... N— ' 1" -0 " "I "i II ,I I".. JlIll 1ccE.on '20 1 A A lo-h nic h, 0d, I,, hli t" I I Al n ds_l11 1,14, and AC I \1 I IN 11 14.W —1i A it A 11 44w,,--I( 11 l 1tJ.\E Ia siSc Icsf I, i-d p"-\\i\1N I 'p, V i li'a ik M, s"t I I I .. ... ...... IwI W ain I IVI 1/ —1 1 :1 N) rncP I I\ [I/ I- I. I m IV J,, I I d I ji( 1,--,, J ,, "I'll Ziid "'d I, '- d 'I"IH II-, I- Ca ,rcla In 00 KIM CO N 5 U L,l I N G STfRUCTURAL, ENGINEERSDewing No. 6CIS Home Log In User Registration Product Approvaldbprt, U- USER: Public User Search Criteria 1; ""M & UTZ. 2XII.XEZ-4 Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff 5CIS Site Map Links Search Appjt4,4t,!Qn ,ajr h > Application List Refine Search Code Version 2017 FL# 2291 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - A FL2291-RIO evision F Sea il i Products Troy Bishop, RE. ApprovedourUl Catezite?y: "Roofing', (954) 947-0880 Subic Prod is Introduced as a Result of New Technology' by DBPR. Approvals by DBPP shall be reviewed and ratified by the POC and/or the Commission if necessary. QQnWUU_5 :: Ph_Q_nP__35Q_-4i31_-1G4 The State of Florida N an AA/EEO employer, Fyn ht_Z0_7-,2D1j_Statenq,, :: Privacy a nt 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. It 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: IT U W El C2 credi" Card Safe PRO-FAB ROOF PANELS ATTACHMENT TO HOST SHALL ATTACHMENT 10 HOST SHALL BE DESIGNED PER SITE BE DESIGNEE) PER SITE SPECIFIC ENGINEERING SPECIFIC ENGINEERING EXISTING 0_024* OR 0,030 HOST STRUCTURE ALUM OR 26931A5, BY OTHERS, Typ, MIN, 4'MAX WIDTH PER STEEL TOP $, BOTTOM PANEL INTERLOCKING PANELDEPTH FACINGS 9114PER FOOT MEN SLOPE) EPS CORE 1 0 PCF) OPTIONAL GUTTER OR DRIP CAP TCLEARSPAN (L) INSIDE 0 INSIDE OVERMAN ATTACHMENT TO HOST SHALL SE DESIGNED PER SITE SPECIFIC ENGINEERING 36' MAX OJH AT FRONT 25% OF LAST PANEL ROOF PANEL/SPAN DETAIL WIDTH AT SIDES (UP TO 12- MAX O/H AT SIDES) ItRT SECTION MAXIMUM ALLOWABLE CLEAR SPAN TABLE ROOFS OVER SCREEN WALLS AN10 PATIO COVERS: SEAL ) DINT WITH CONTINUOUS CAULKINGORSEALING TAPE OPTIONAL FAN BEAM El 2' N\ PANEL INTERLOCK 1_ 11 N T,S. VERT SECTION TABLE NOTES: 1. CALCULATIONS BASED ON FBC SECTION 20024, SOLID SURFACE VERTICAL LOADS, RISK CATEGORY 3, 10 PSF MIN LOAD EXP' B'PRESSUFLES VAUD UP TO 30'MAM. EXP'C' PRESSURES DERIVED USING FACTOR OF 0,86 & EXP'O PRESSURE DERIVED USING FACTOR OF 0.89 PER FBC TABU 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 ' PER FOOT (3,12), MAY3. 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 15 25% OF LAST PANEL WIDTH, e. 12' MAX FOR 48" PANEL WIDTH). S. ( 1) INDICATES ROWS FOR USE WITHIN THE HVHZ ONLY, DEFLECTION LIMITS CONSIDERED FOR USE IN THE HVHZ ARE: 5. 1, L/80FOR SPANS 517-W 5.2, VISO FOR SPANS> 12'-0' DESIGN '_ NOTES ALLOWABLE 51Rt155 Vtttalih MtTff_)OOLQ0iY WITH THE CRITERIA AS OUTLINED HEREIN, GENERAL NOTES I THIS SPECIFICATION HAS BEEN DESIGNED ANd/ SHALL BE FABRICATED IN ACCORDANCE WITH THE _7/ - REQUIREMENTS Of THE FLORIDA BUILDING CODE SIXTH C ZAo7) USE 1#1 & OUTSIDE OF THE HVH7 1tOC1F;;11RAXELSy=1L. COMPLY WITH CHAPTER 7 SECTION 720, CHAPTER 8 SECTION 003, CLASS A INTERIOR FINISH, AND CHARTER 26 SECTION 2W3 OF THE FOC CONTRACTOR SMALL INVESTIGATE AND CONFORM TO ALL LOCAL WILDING CODE AMENDMENTS WHICH MAY APPI Y. DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE ADDITIONAL SITE -SPECIFIC SEALED EMT INEERING2, THIS SYSTEM IS NOT APPROVED FOR LARGE OR SMALL IMPACT RESISTANCE. WHEN USED WITHIN THEHVmz, THIS SYSTEMSHALLBELIMITEDTONON-HASTTABLE LIVING AREAS. 3, NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM, 4, THE ARCKITTCT(ENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHAH BE RESPONSIBLE FOR M THE INTEGRITYOfALL SUPPORTING SURFACES TO _, THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR- 5 SEPARATE ' SITE -SPECIFIC SEALED ENGINEERING SMA 0 DEVIATE FROM LOADS RED INSEDHEREIDel: LA= L SPANS114 A, LINEAR INTERPOLATION OF THE ALLOWABLE SPAN TABLES LISTED HEREIN SHALL NOT BE PERMITTED CONTACT THIS ENGINEER FOR ALTERNATE SPAN CALCULATIONS AS MAY BE REWIRED, 6, THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON ROOF, INCLUDING BUT NOT LIMITED TO ANY CONCENTRATED LOADS WHICH MAY JUSTIFY GREATER DESIGN CRITERIA, THIS ADDITIONAL ROOF LOAD CRITERIA SHALL BE PROPERLY ANALYZED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. 7 En CORE COMPOSITE PANELS SHALL BE CONSTRUCTED USING TYPE 3205-H254 ALUMINUM FACINGS, 1, 0 PCF EPS THE EPS FOAM SMALL ft ADHERED TO THE ALUMINUM FACINGS WITH MOR-AD M-652 MOISTURE CURE URETHANE ADHESIVE (BY ROHN 6 "AA_ - Co) FABRICATION SHALL BE IN ACCORDANCE WITH APPROVED FABRICATION METHODS By METALS BUILDING PRODUCTS AT THEIR GROVELAND FACILITY FOR ALL PANELS EXCEPT THE 3. / 0,024' ALUM SX;N I I .54b FOAM PANELS, WHICH SHALL BE MANUFACTURED BY METALS BUILDING PRODUCTS AT THEIR GROVELAND FACILITY 8 EPS PANEL PERFORMANCE ChARACTEIIJSTICS FOR SELF IGNITION, FLAME SPREAD EAD ANDSMOKE DENSITY HAVE SEEN QUALIFIED THROUGH APPLICABLE ASTM TEST STANDARDS SEE EVALUATION REPORT FOR MORE INFORMATION. 9, ALL FASTENERS TO BE #9 OR GREATER SAE GRADE 5 UNi, E$ S NOTED OTHERWISE. FASTENERS SHALL BE CADMIUM -PLATED OR OTHERWISE CORROSION -RESISTANT MATERIAL AND " ALL COMPLY WITH *SPECIFICATIONS FOR ALUMINUM STRUCTURES' By THE ALUMINUM ASSOCIATION, INC., & ANY APPLICABLE FEDERAL, STATE, A1401OR LOCAL CODES. 10 CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO NON -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS FIER MANUFACTURE S RECOMMENDATIONS. 11. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS MOM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 12, ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY, USE Of THIS SPECIFICATION BY tt_ 34, INDEMNIFIES S GENEE SAVES HARMLESSTHISENGINEEFORALL COST 11, DAMAGES INCLUDING LEGAL FEE$ & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTE" ERECTION, & CONSTRUCTIONMLACTICESBEYONDTHATWHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS Of THIS PLAN, 13,EXCEPT AS E%DRIBLET PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED, 14, ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE, NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. IS. PANEL STRUCTURAL PROPERTIES DERIVED FROM CERTIFIED TEST REPORTS I NOS 503 2:A 50410-A, 50410'8, CIW10_0,55410f EMJC.F, 504 1", 50410-M, 50410A, BY TERRAPIN TESTING, INC-) 1 17- 4060 1 1 MAXIMUM ALLOWABLE CLEAR SPAN TABLE MAXIMUM ALLOWABLE CLEAR SPAN TABLE ROOFS OVER ENCLOSED SONROOM ADDITIONS ROOFS OVER ENCLOSED SUNROOM ADDITIONS: tP4nN4 e Wnc Saeea gyp- Lx Load L>Ess4s.xe hUt U 1 0024- 003TiAkukSkaAka^, 5441 269a SN4dSke+ o024' { 4 C024- 9aX` Adze5rrn' ALA! SMl Addy Skn 2694 $Ioe I 0.024' SYs . A4. Stun Q 030' 26ps 4 Al -Skin, Ste4i5iiw E I. W CSpee, xrre LoaO T' I 0 4' 0 030' Sxd 24".i'} , C 0.24 Q {}A1' 2>} iLf }... 1{B £PS I{$Ep$ EPS 1Si.B East s{B EPS ',da EPS 1-LB d8 Na ti„dp A4.im. SAn rA7um Sun Stitt+ Akpn AA,m Skn vn Skn Stu* = Ah i, S" ma Ski t LSEWINDOf.GtlaEPS £PS t{$EPS EPSE t{BEPS 1J•$£P3 1l-,LB EPS! I. 8En 9EPS 1;.5_EPS j IISEP$- 1-LB EPS I100MPHa13PSF120t3'-1i' 1S.Y tRY t4-r i iG 6' 7T-1sJ' 2a-n' € ZtY-11" 21 -tr ' 23'3' 7SO 29 PSf 2213 r lvf8' ir-3' . ar 3 1P-1' I t2 r I3" i` 13'8` 15'-Y 15-5' 6 13 PSf M 12'-7' tr.1. 15'4' 17-8' } IC'5- 15-T 17.9" s8'-3' 79'-Z 22.•4. STATETA-C Cf .' 150MPH a 29f5F 16C 9"-31 Ip'Ar 11'8 9.8' T ii,10" 13-T E 1341' IrF' p \ 100 fk'11 $ t3PSF 2s7 1`.'T 17 IT 13.6 iT-1 13-1' 14'-Z 78'-T 16'-r tT-5' 70'-4' ISO MPH 29 PSF 240 5' 9'-9' 70'15 S'.;C 9117 10'-9' 100 C SS aSF 72'0 i 13'-I' 15--r s6' r 13' 9" 156 16'$' 168- i 1914- 20'.r 23-0- 150 MPN D 42 PSF t20 9-4' 1a-1" 9.11 9r a4f- tt 4 s i 3' 176 36 1 100 MPH C 16 PSf S 180 1'S' 1T-3' 14 t tt ?1' t3'fi14'-?' 78-8- 1?-i' 18'0' 2q'-t2' f 750 MPH D 42 PSF 780 8-Z 96 9-1t 88- 96 70'b' t i' 3 77.3 17.11 14-4 14•-0. 7 ty e, DD 100 MPH C 18 f'Sf 24F, f t0-3' 17-f' 17.70' itT-10' 77-0' t}°. ' 3 5 Z 15-?' f8'-4' 19.1' tSO MPH D 42 PSF 240 73' 8'r 9'Y 7'gi' 8'-10` 98-„.,1410 y- t t1`-q 11'8' f!'y wy,J(°AJ 100 MPH D 19 PSF 120 100 MPii D 18 PSF 180 123" 14-3•' f 10%8' 174" 14'-11• 13'-"a- 17-10' € t46 s5"8" Y ;r8" 78 it' 18"4" 79-0' 18'-11' 21'8` 19'8' 158 MPH a'. 31 PSF t20 saa" 1t',P^ 1s'r 113-t0" 173` 137 iT-T 14r s5'8' 16'8'i'. J 4 nN 00 M?H P 19 PSF - 2#0 5-9' i1=3' 12iP' 11 13'-8' 74'T j 11'8` 32-5' 158 18'-i" a4-T 14',7' 15-4- 1T-10" 1 1.56 MPH B 31 PSf 780 9'A' 10"8" 1-Z 9S' 0'.9- 11'-r 53'-?' 13'-T K-3' 48r ' P = g 170 MPH 6 18 PSf - 120 13'-1- t5'-T IV-2, aT-0' 15'4- s8'8' Is- 19-r 2a-T 233I` 156MPH 8 31 PSF 240 8'-3- 96 1aY T 9,9' 10''-6' 11'-tY 17< t7-tt" 13 -1' Z}}(( yyIJa,i, Q4' t70 MPH 8 }BaSi 183 11'-5' iT t' 7C.7' k1'- }'.` = 13'8' 1A'-r I6'.8' iT-Y 17'-12- 20' 12" 158MPH t58 Msa! C C 33 PSF 38 PSF 120 so 9'-r 8'4' 10'$' 9-t0' 1$6 10'-6" try-z-' 8'-YS 11'-1- tv'a' t 11" 0-1{R' 11'71" t1`,11' 1$3" 12-9- t4'-4' t35' 19'-Y 1 t5-Y ppy y c" 110MPH a i le PSF 240 1o4- 17-0" 17 t6' I 'IT t7-3' 11.X 15'-r t5'fi>' 16'<" 1' 156 MPH C 36 PSF 240 T8" V-'I' 9.6 f t 9 -r' 9 10 1 /'3- it,-?* 17-T i4.2" UJ itO MPH C 79 PS' 720 17-T t4'-3' 74':1t' F740- t t4'$' tS'8" 1611` 18-4' 19-4' 21'8" 156 MPH D 4bPSF 120 95 9'.8- gill 98 10't' 1aI0' 14'Iff i t2-0 t7-1T t3'A' 3{i 17 110 MPH C t9 PSF 180 IT-6' 17.5' 13'-3' 1t'-Y ir6 13'8' t58" le"" 16'.t1' 798` y A." 110 MPH C 79 PSF 240 9-9" 11'.3^ 1r-0' 701-2- i i1' $' 1Z-5' 14 3 14- 1514, ST.i1' 156 MPH 18$MPH D D 46 PSF 46 PSF In 240 11 73- s 3 8 5 9r 8'-1t 8'-d• T,r 45 8 7• f0'2' 93' 10,42: si'-11 10-T j 1a-1fP' 12.8' tt'fi 13-9" E If3,3' p W ftO MPH P 23 P$F icit 11'8" #.x..4* 93'6 t1'-d7 t3'-P 14'4S' 15.4' .7`-1' Iv-r 19t," 180 MPH 8 33 PSF 120 10'-Y 111-5' 11"r 10'-r i 17 I1' 12-10• 14'3' 15'-4" ta3- D I10 MPH P 23 PSF t8A 1q'fi' 1L-3 57-5 1fl6 - 1x-s1- t2.1ff s4.8' IS'4" ti'-S0' 18'h" i60 d#oli 33 PSF 16d 8.11` 10'<' 1a-17 9-a` 1a8' 7-R' 110 MH D 23 PSF240 fi-1" 10'-1 1'3' 9,8` t 1{y-gp 31'A' I3-.4- Is.6" 1415' le 124 MPH $ 19 PSF +20 12'-4' 14'4' 19.5' 17-1 s' 14'-T ti'd' tT ,' 18'b" 19'3` f 216Iwo ' 161 MPH 9 C 33 PSF 40 PSF 240 120 8. 1- 9- r 9. 4' 10' S" 91r 1a- 3. 1. 9- 1T 9- rSd'-40- 1a- 1(i 11'"6" s 1'8' I2-11" 13'-11 120 MPH 8 15 PSf 1W 10'-9 12 6' i--- t8'-12' 19-t0' , 120 MPH B 19 PSF - 240 9-r 11'-4 1r-1' 10'-3' [ a T-r ?7 v' 14 A 146 15b` 7-1Y ) i 190 MPH C 40 PSF 180 84 98' tp'3- 81-9' 9 1i" 1a8' 11'8' 176 73'7 td$' Q 120 MPH C 22 PSF 12D tt'. r 13'5' 136 t71' i3'9' 74'-9' tS8" 17-)' F8-3' 19'9' t 1$0 MPH C 40 PSF 240 t 7 Y 8-10' 9.4' T-SA- 6--17 4Y8' tt'-i' 11'4 2s'11' 73.1 t' p 723 MPH C 22 PSF s8G k0-1' 11'8" 1r8- Tar € t. t7 1r-1 s' i4.q' t5'-Z 35't1' 18'-T 160MPH IwlwPH D D 46PSF 48 PSF in i$ 0 6' fT TIT 9'- 5' ga- 9'- t- 9 4- 9<" S- 2, 9'- 1 93' ts)- r 9- 12- 10T 14'- 7- 1s'{ IV- 4- 178' 7,- s3 S' 120 MPH C 22 PSF 240 9-r' ta.8^ II'.4• 9-r i7ir 7sr 13-5 i 13'-9" 148' le"l, 1 MPH D 48 PSF 240 T 1' 3" 8'-9 r5 8 5" 9' 1' 1a.5' £ 1,, 1'4' iT 1' t n 4 t29 tohi z7 PSF 17J 1)13' 30' a7-r trd 6 tr-F ', z.1`T13-IT 1s-0t$'-tr 17-tr 185MPH a35PSF 120 911" 11'r 10'-tt 5 1+5' trr1r^5' try' S 13°-8 I5-1r 59• - V a 120 Mf'N D 27 PSF ta0 9`f," 10'tY 11'8' 1P 11'-3" t7-t' A3 t0 14`Y 74-1 t' 1T-5' 165MPH a 35PSF w 88' 19.1, t09 9'-1' tale 1'-t- 17-5- 13'-1- 1T-g. 15'-rt 3 in MPH D 27 PSF z4G 3 185 MPH 9 35 PSF 240 r1:` 9 -Y 99 Ba" 9-4• 13-1' 1I'-T 1t'•10" t7b' t!-- O 1w 4a 134 MPH 822PSFIr11t8' t3-Y 3'-?t' ir-Y 33'-10- I4'.t!' SS-9" 1T8- 185' 2: 4' 6,¢ LI =Q 130MPH B - 22 P$ 180 1^f-T t1'-16^ S7-r 1q'§" i7-I' 13'-1' t4 St 154- 16'-1• 16'-9' 15S MPH C 42 PSI 120 ff-4' 10'-1' 9I1' 99' sa8' xi'-3' 17'3'136 t)c MPH B 22 PSF 249 9-3- 18'A' 11'4- 96 io r tI,w- 13r i3"-1t' 14,,6- 7T-1' sBS MPHC 42 PSF 180 8171 98' 9-1" 8'6 is 98' ta- 5' t1 3- 17-3' 17-11" 14'4' 130 MPH CPSf t E lfl -!Z' 17-9' 128' ft'6" 17-ti 1K4' 35.71" sT-2- 2$'-2' 65 MPH C 42 PSF 240 7-5 8-1 9'-Y T-Y 8'-3ff7.61 0-1T = 1'.'-• t3.8 13$ of 4 O f 130MPH C 26 P$f 780 9.r 7f-1" 1r.1'S' Y,0" 11""t' Ira^ 4'4' t3'. r 144 75'-1' S7'-r i6b #.Wtif D 5i PSF 120 8'r 9-2' 9fi 9-7 9'6' 12,3' I 17-1Y J 4.1 ILL n 130 MPH C 26PSf 24i 8°8' 1C-1' 1a-9' 9-A' t )0'<^ 71'-r tr-9'1T 165MPe+ f o s1 PSF teo Ta' S a-1t' 9- 0' r-1T i--- gi-r 9-s to-3' 1rs tr I 1r-sr 0 Op' i 165hE3 D Sa PSF 24G 6'47' 8'r 8 r r-3' 8 J" 8'-71' 10'-Z € f£rd U aY 1r-9" 1 a 730 MPH D32PSF1200'.3' ii'r 1s S' 10'3 t7-1" 13'{s" i7iT i t4d' t5'-T 18'8' 170 MPH B 37 PSF 720 9A' 1a'S' 1G-rfl-Y 11'.2- 12-1" 12{9' 73-"! ti'-b" i5-3" 130 MfAi D32PSF '' iW 8'-/2" 7C-S' 71.." 96 1-'7,8- II'.8^ 12-i7 1T-5' 1a'Z ib'8' SWi kt302 D 32 PSF 240 V-Z 94T 10.<` 8'.6' 98' 10'S' 11'-1t• - 17-3 17-10' f4`.7T 970 MPH I 179MPH 6 9 37 PSF 37 PSF 7 24D 8' fi' T- 9' 11' 8'-1Y 10' 8- 9'- T8'- 1i' 8'- 1" ICY- r 9- T 10'- 11' 9- s1• trfi 12.9' t1'd' SI'- T 73'$ 173' 25. 3" 14a' 40 MPH 8 2S PS" 17 11'-r 17.1" 2-31' iva- 13-T t4a" 74'a- s6'-3' t7-r 78'17 170 MPH t C 45 PSf 9-Z 99' 9`8" 10'-t' SS-Z tC-13' 1fP-1 t' 17-r 13' 1- I3--11' i 740 MPH82SPSF1809-9' 'i'3' 1T-0' 1a-Y7i'8• 17-5' tb'.q" t4.r 1S'-0' iT-tG" j. 140 WH 0 : 29PSF 240 VIT t(v g` s0'-1s' V3" i W6 11-3- 17-11" IT-3- 13'-1i' 167- 170 MPH 170 MPH C C 45 PSF 45 PSF In in 9Z 8- 0" 91- 9' 5- 3' 98' 9'-0- 9'- 7' 8'- 4' 10' 2- 9'- 6' tC` 11- 7G'- 3" 10111' tp'-.s' I7- 2- ii'. IT 13'- 1' 77- r 73, 11- 13- f1' S ' 140 MPHf30PSF1207II'-'a' 11'-11- 1V-T 17-11, € SPd' 13" 1X' 14'41 15'-12` 1&il- u 140 MPH £ 301' us1EG 9-1' tar 11'•3' 96 t t{r-14' tt'.8' 73.4' 13'8' 14-5" IB"A` t70 MPHC 45 PSF 240 l3" 8'S' 8"-tT 7-r 8"-7• 9.4- tmr 10'-11 178" t3-0' E 1! Jj 170 MPH tD54PSF846'-4 B' ?p- 9 9.7 9'-3' gilt `." 9 t 11'.0• 11 11, 174" t i 140 MPH C 30 PSf 244 8`-3' 9 r 70'-3' 8'-8' 9-IT IT r 17.1' 17-5' 131- 15'3- i70 MPHD 54PSF 120 8.4 810' 8'-9' 8'-1T 9a' 9-i',' 911 1174' 1117 140 i4P11 D 37 PSF 170 MPH P 54PSf 80 T6 8'8'6'at' 971 9 140 MPH D 37 PSf : 180 6'-r 9-1 t" 10'-r0'-a 1' t0'-Y10'-I1- 17-t' 171D' t36" 75'-1' t43 MPN P 37 PSF - 240 7`S' 9-0" 9-r8-1' 9-Y 9tt' 77.4 tt'8 r t7-,: 143" 170 MPH P 54 PSF 240 6'-IT r-It- 6'-5' 71' t 8.1' 8'4 7-.7-ii 10113' 19.9' t 6Y S J per_ j_..._.._,-. N'..,.._ TABLE NOTES: 175MPH8 39F'Sf 1209 r 19' 70'-4 13`II" IIff 1 t' s I'-9- 114, ? 17-12" 14'-0" I. ALLOWABLE CLEAR SPAN CALCULATIONS BASED ON ASCE 7-10 CLEAR SPAN TABLES 175MWH 1756W'H e a 39PSF 39P$ f INo 84' 9119" 117'.f 8'-9' 911- Iv-v FIGURE 26.5- 1c, RISK CATEGORY I, PRESSURES VAL.IOUPTO3aMRH. 10 PSF MIN LOAD. EXP'B' EXP'C 8EXP'O' PRESSURES Y E, DIRECTIVE: IL 175MPHIC 47PSF so 6 11 9'-8` 9- 9-4C` 9-11- 1G'8 1p.8- 1V.IT 74" 17-T r ft 775 Mvrf C47PSF12vr61.. 9'8- 9'-0- 9-5' i 9.1r 10'8' 1a$b" " 1 17A' 1T6 VALID UP TO15" MPH MY. 2. DEFLECTION LIMIT AS NOTED IN CLEAR SPAN TABLES, ALLOWABLE ROOF SLOPESHALLBE3" MAX PER FOOT MAXIMUM 3:12)- 1. CHOOSE TYPE OF ENCLOSURE TO BE COVERED SCREENED WALLS, OR FULLY ENCLOSED) 175 MPH t C 47 PSf In 7 IG' 9' -i" 94'ta 1at'-1C" 1MPH C 47Z PSF 240 = l 81-3' 1(Y T 6'-5-9'-1-" B'" ltib` 1a8' tt'- 3" 13.1' 3. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR 2. VERIFY APPROPRIATE ALLOWABLE LIVE LOAD, 7M75 MPH t D 57 PSf 03 81-1" t 8' 7" 84I' 8At" e•• 1T 98' 9'8' t0'-9' 71'-Z a74" I GRAVITY LOADS AS WELL AS CALCULATIONS FOR PANEL PROPERTIES WIND SPEED AND EXPOSURE CATEGORY WITH t75 MPH D 57 PSF szc e'.7' 8'6 e'-tm : s79.6' 9-6" 10'-9- t 1-r 773` Hill4. MAXIMUM ALLOWABLE ROOF OVERHANGS FOR THE VALUES LISTED GOVERNING MUNICIPALITY AND BUILDING CODES ABOVE SHALL NOT EXCEED 3'-0', MAXIMUM ALLOWABLE SIDE IN EFFECT FOR THE PROJECT LOCATION USING t 75 MPH 1 D57PSF 180 T 4" N'-6' 8'£' T8' 6:..3- 9'-5' OVERHANG IS 25%OF LAST PANEL WIDTH. (i.e. IZ MAX FOR 48' FLORIDA BUILDING CODE. 1%4i{jb PANEL WIDTH). 3, FIND ALLOWABLE COMPOSITE PANEL CLEAR SPAN 5. (t) INDICATES ROWS FOR USE WITHIN THE HVH.2 ONLY. DEFLECTION INTABLES FOR APPROPRIATE PANEL DEPTH, SCAL&INiS UNLESS NPIED LIMITS CONSIDERED FOR USE IN THE HVHZ ARE: FACING THICKNESS, AND EPS CORE DENSITY 5.1. LY80 FOR SPANS 512'-0' SELECTED 4 ANCHOR COMPOSITE PANELS TO EXISTING HOST 2 5, 2. L/180 FOR SPANS > 12'-0" y EXISTING SUPPORTING MEMBERS STRUCTURE AND HEREIN, HEREIASILLUSTRATEDN Product Approval USER: Public UserJb, IVA r Hrgd.uctApproydl_Mllp > Proggcl._4rrppllca[ion 'ear.h > Application List Search Criteria Refine Search Code Version 2017 FL# 161 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications Tyne Manufacturer Validated 8v Status FL_161_-R6 evision Custo Indow Systems I Steven M. Unch, PE Approved Cat gory: Exterior Doors (717) 317-84S4 Sub in erior Door Assemblies Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. CQntarai s :: Phone: 85Q-487-18Z4 The State of Florida is an AA/EEO employer..L'd42C2Q07-2013 State of Flo rid_a_.:: Privgj y_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: ON El Credit Card Safe PRIME DOOR - NON -IMPACT SHOWN w,'ALUM SINGLE HUNG) 37 IJ4- OVERALL WIDTH 3Q" UNiT%tVID7H 35., DOOR CORE A 37 112- B 51 - OVERALL HEIGHT 80" UNIT HEIGHT 79" DOOR CORE TABLE OF CONTENTS A A 1 7 5/8" HINGE (TYP) B 22" HINGE ITYP) GFNFRAi NOTES raozx, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW S,f'STEMSTOCOMPLYWITHTHEFLORIDABUILDINGCODE (FBC), CURRENT EDITION 19',),Q SVI 44TH AVE, OCALA, FLORIDA 34474 2 GLAZING OPTIONS (SEE SHEET 21 WwVv CWS CC - 3 CONFIGURATIONS OUTSWING, LEFT OR RIGHT HINGED 1000 ALUM. 4 DESIGN PRESSURE RATING NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND GUARDIAN DOOR GLASS TABLES ASTM E-1300-0401/09, NON -IMPACTPOSITIVEDESIGNLOADSBASEDON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTIM E-1300-04e01/09 5 ANCHORAGE THE 33 1/3STRESS INCREASE HAS NOT BEEN USED z LU IN THE DESIGN OF THIS PRODUCT SEE SHEET 6 FOR ANCHOR LU ZOK X 0C 3S To DETAILSWINDLOADDURATIONFACTORCd=l 6 WAS USED FOR WOOD 4 )_ ANCHOR CALCULATIONS Z z a: 2 < x 0 0 00 - 0 0 < , x U1- a- 6 NOT APPROVED FOR IMPACT RESISTANCE, IMPACT PROTECTIVE 0 z U) a- 0 z - 0) - Z SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. Z 00 zL) z 7 ALL FRAMES SCREWED TOGETHER SMALL JOINT SEAM SEALANT G C) LU - 0 t z L) USEDATALLFRAMEJOINTS3: C) LLCG0rU) 0 wo w UjEZ0U) 0 LU > of Uj 1p Lucas Turner N. 582v1 2017- 09-15 15: 13+20:00 Z TAT-'-' aF ll JLUCAS A. TURNER. P.E. FL PE # 58201 1239 JABARA AVE NORTH PORT, FL 34288 PH, 941-380-1574 GENERAL NOTES AND ELEVATIONS GENERAL NOTES & ELEVATIONS........1 CONFIGURATIONSAIDE 09/08/08 SECTION VIEWS.......................... ......... 3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DVVG REV BOM& EXTRUSIONS... _ 4 CWS-176 F ANCHOR SCHEDULE& NOTES ___5 37-1/4" x 81 40 PSF NONE INSTALLATION DETAILS SHEET 1:15 1 OF WINDOW S'?STEMS 19QD SYt 44TH.AVE, OCA.LA, FLORIDA 34474 wwl4v CWS.CC 15 FINTERIOR] 1- 5 ALT. THRESHOLD (1186) SECTION VIEW A -A ITEMS NOT SHOWN FOR CLARITY 9, 11. 17-19, 24-26, 31, 36 ALT. THRESHOLD (1126) SECTION VIEW B-8 C%Tlffflf W114DOW SYSTEMS Ep 19TO SW 44TH AVE OCALA, FLORIDA 34474 www cws ccqTERIOR] 1000 ALUM. GUARDIAN DOOR 37, NON -IMPACT 14, ai z < 0owoowoczLuf0 < - ui Lu zoz x t LL Lij Z R:lilZZM2<X,000OF-od<m'xu00 U-) z0z- D - z 0 Z06ZDQI i 0 0 - 3: o I - m o -Z2 < >_ t X W 0 0 wwwowow CC 0 w 0 ire QM , > C': a uj 3: U) No 53201 STATE OF z 9/ 15/2017 LUCAS A. TURNER, P E. FL PE # 58201 1239 JABARA AVE NORTH PORT, FL 34288 PH 941-380-1574 SECTION VIEWS THRESHOLD DESCRIPTION MAX. POS. DP DRAWN BI DATE 1126 BUMPER THRESHOLD NONE ADE 09/08/08 1186STANDARDTHRESHOLD40RFV1193 SADDLE THRESHOLD NONE MVG CWS- 176 F NOTE INSTALLATION w1l 126 OR 1193 THRESHOLDS ONLY ALLOWED scALE SHEET WHERENOWATERINFILTRATIONRESISTANCEISNEEDED1:2 3 OF 6 PARTS LIST ITEM PART # DESCRIPTION VENDOR MATERIAL 1 S-1377 HEAD, Z BAR, OUTSWING KEYMARK ALUM 3 S-1374 JAMB, Z BAR, OUTSWING KEYMARK ALUM 5 S-1186 THRESHOLD KEYMARK ALUM 6 s-1193 SADDLE THRESHOLD KEYMARK ALUM 7 S-1126 BUMPER THRESHOLD KEYMARK ALUM 8 H-1001 DOOR CORE KEYMARK ALUM 9 1 S-1002 ICORNER KEY KEYMARK ALUM 10 P-3008 HINGES IDEAL SS 11 P-3376 POP RIVET HUB SS 12 P-3280 DEADBOLT - 3127-A-Q DELANEY SS 13 P-3280 LOCKSET-3127-A-Q DELANEY SS 14 P-3302 WSTP, .330 x .187 FIN, BLACK SOFT TOUCH uLTRAFAB 15 P-331 0 WSTP, .350 x .187 BULB VINYL ULTRAFAB 16 P-3224 WSTP.. THRESHOLD VINYL TEAM PLASTICS 17 1 P-3087 IGASKET, DOOR KNOB PRATT IND. FOAM 18 P-3204 GASKET, DEADBOLT HO PRODUCTS FOAM 19 P-3584 FOAM CORE ELITE 23 P-3214 BUGSWEEP 24 P-3539 8 x 314, QUAD PAN TEK FASTEC STEEL 25 P-3329 FOAM BLOCK, DOOR KNOB IMPERIAL FOAM 26 P-3350 FOAM BLOCK, FILLER METALS USA 28 P-3369 CYLINDER. DOOR PLUNGER YALE SS 29 P-3370 CYLINDER. DEAD BOLT YALE SS 31 P-3531 8 x 3/8 PHIL FLAT SMS FASTEC SS 32 P-3214 BUGSWEEP TEAM PLASTICS PLASTIC 33 S-1300 ADJUSTABLE SWEEP KEYMARK ALUM 34 P-3367 DOOR STRIKE YALE SS 35 P-3368 DEADBOLT STRIKE YALE SS 36 P-3612 8 x I-114 QUAD PAN W/ 1/4' LEAD FASTEC STEEL 37 P-3776 BACKER PLATE ALCOA ALUM LINE ITEMS NOT USED 2, 4, 20-22. 27. 30 NOTE SINGLE HUNG B.O.M. NOT SHOWN, SEE SEPARATE APPROVAL._ 2 6 1/16" 1 CORNER KEY - S-1002 2 3/8" 314" 1 13/16- OUTSWING HEAD S-1377 15/16" 1 112" I STANDARD THRESHOLD S-1 186 NOTE ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. 718" 2' 4 1 i4" DOOR CORE - H-1001 2 3!8'* 3 OUTSWiNG JAMB S-1 374 BUMPER THRESHOLD S-1 126 36 0% 21NOM 1tifWINDOWSYSTEMS 1 nO SW 44TH AVE rDCALA, FLORIDA 34474 www,cws cc 1000 ALUM. OUTER FRAME ASSEMBLY GUARDIAN DOOR NON -IMPACT Z dZ ow0 z uj f C) z LuwzozQt_t Z Zm2<x'OO0006<='xuU Z 0- — 0) 0. 0 z 10 — Z - D U) PANEL FRAME z ZL)u)Zc) 0Z) 0 _ ASSEMBLY — Ii —,o z Z><>_ Fvtz LL OnU) 0 uj (o u, Z 0 - 0 - 0 uj D_ T >_ 0x0u) CL 2 5/8' 1/ 16" 1 3/16" 321 ADJUSTABLE SWEEP S-1300 3 7116' 13/ 16" 6 SADDLE THRESHOLD S-1 193 THRESHOLD DESCRIPTION MAX. POS. DP 1126 BUMPER THRESHOLD NONE 1186 STANDARD THRESHOLD 40 1193 SADDLE THRESHOLD NONE NOTE: INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. ORJE Vv 1, Cr Z STATE OF Z lots .... o"o, 9/ 15/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE NORTH PORT, FL 34288 PH 941-380-1574 BOM AND EXTRUSIONS N BY DATE ADE 09/08/08 CWS- 176 F F SHEET li2 4 OF 6 12 3/4" MAX O.C. ITYP 6" MAX 6' MAX 17" MAX C TYP) INSTALL ONE #8 ANCHOR THRU EACH HINGE INTO SUBSTRATE IT r%gfmYS reWINDOWSTEMS 1900 SW 44 TH AVE OE:ALA FLORIDA 34474 www cws cc 1000 ALUM. GUARDIAN DOOR NON -IMPACT z z 3: 0owoowoo z W-0 <zwujzozxt-t Z zm2<c1:,oO c z 6 no- 0D 2ZO,u0zO;7-T2< Uj1--U'zo Lu w E0 w (o Lu Ez00 — ( n w U) aLu — 1: 0 0. T0 >- au, ka 53201 STATE OF QJZ NOTES, I INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2 SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1,4". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT LOAD BEARING SHIMS SHALL BECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED 3 ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4 ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION 5 INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. 7 A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS 3" FOR MASONTRY. 1" FOR WOOD AND METAL 3, WOOD OR MASONRY OPENINGS, BUCKS AND SUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED 10 TRANSFER WIND LOADS TO THE STRUCTURE SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS FIMAJAAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FfAAA/VDMA 250(BOX WINDOWS). FMA!AAMA/WDMA 300(EXTERIOR DOORS) ANCHOR LAYOUT NOTE 2 INSTALLATION ANCHOR ( TYP INS FALL TWO #8 ANCHORS THRU STRIKE PLATE AND DEADBOLT STRIKE PLATE INTO SUBSTRATE ITYP I 9/ 15/2017 LUCAS A. TURNER P,E, FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH, 941-380-1574 ANCHOR SCHEDULE AND NOTES ACE 09/08/08 1G- REV CWS- 176 F ALE SHEET 1: 20 5 OF 6 TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT SE E TABLE 1-- SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 PERIMETER SEALANT BY INSTALLER SUBSTRATE BY OTHERS SEE TABLE 1 MIN EDGE DIST. SEE TABLE 1 VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE MIN. EDGE DIST, SEE TABLE 1 1/4" MAX SHIM INTERIOR] SEAL OR SET IN CONCRETE OR MASONRY I N111N. EMBEDMENT SEE TABLE 1 1 TABLE 1: APPROVED INSTALLATION FASTENERS SUBSTRATE TYPE ANCHOR TYPE MIN, EMBEDMENT MIN. EDGE DIST. CONCRETE (2.0 KSJ MIN,) 3/16" JTW TAPCON ill 1 - 1 /8" CONCRETE (2,85 KSJ MIN) 3116" ELCO ULTRACON 1" I" 2X MIN SOUTHERN PINE (G=0 55) 10 WOOD SCREW 1-3!8" 1i2" 0,045- ALUM. (6063-T5 %11I OR 0.045" STEEL (33 KSI MIN,) 10 GRADE 5 SELF -TAPPING I DRILLING SCREW FULL THREAD THRU 0, 04 5" 112" HINGE AND STRIKE PLATEiANCHOR_S 2X MIN SOUTHERN PINE (G=0.55) 8 WOOD SCREW 1-3,18" 718" WINDOW SY STEMS MIN. EDGE DIST 1900 SW 44TH AVE SEE TABLE 1 OCALA, FLORIDA 34474 WWW CWSCC INTERIOR] 1,14" MAX SHIM HINGE/ STRIKEPLATE HINGE/STRIKEPLAIE 1000 ALUM. MIN. EMBEDMENT MIN. EDGE DISTANCE SEE TABLE 1 SEE TABLE 1 GUARDIAN DOOR NON - IMPACT MIN EMBEDMENT < z < HINGE/ STRIKE PLATE SCREW SEE TABLE 1 z b- 0 L0 <U) Lu 0 0 Lu _ o, SEE TABLE 1 Lu zoz c t z P 0 xZZ 2: < x 0 0 INSTALLATION ANCHOR SUBSTRATE BY OTHERS u 0 U) z 0- rz U) a - SEE TABLE 1 SEE TABLE 1 z a Zc— — Z j.- D U) ol --D()— zulozo -, C) SEALANT BEHIND PERIMETERSEALANT < i-- 'Ito FLANGE BY INSTALLER BY INSTALLER >- < 3: o uj — T 0 ct: :5i < >. - t Q u) L) Z to 0 C, - > D 3: 0 1, Lu 0 U) 0 w (f) Lu 8 HORIZONTAL SECTION ZU) uj Ej .: 6 JAMB ANCHORAGE a- ; a. 0 x 0 a LJ STATEOf :1, 4J 0 R NOTE: GLAZEDWINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM ANCHORAGE AS SHOWN IN TABLE 1. z 9/15/2017 LUCAS A. TURNER. P.E. FL PE # 58201 1239 JABARA AVE NORTH PORT, FL 34288 PH, 941-380-1574 EET DESCRPTIol, INSTALLATION DETAILS RAVEN By :DATE AIDE 09/ 08108 G# iREV CWS-176 F ALE SHEET 1:2 6 OF 6 0, 11a 3, `' BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search by f Product Approvalrills, USER: Public User I1I1I1 PrgduFi A ,rovgl Mgnp Pr dtiSt_o Ap IrC Sign _$earch > Application List z r1 l.i 3V`ti is y Search Criteria Refine Search Code Version 2017 FL# ALL Application Type ALL Product Manufacturer Custom Window Systems Inc. Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name 5600 Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications F _ T".& _ nufacturer Malidated 5 Status FLL53_-_R6 Affirmation Custor ems Inc. Steven M. Urich, PE Approved Ca gory: Windows (717)317-8454 Su t or Mori al Slider Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 1Mne RoAQ,. FL3 1,3 P ne $50-4,$ -1$24 The State of Florida is an AA/EEO employee Copyrigh Q 7-201[„ggf Florida. ;: Prrv 4yta emeS - A cgsibility S[at..m gnu :: Refund .l`atgmenf Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email 'address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here_. Product Approval Accepts: Cre-d!t Card Safi HORIZONTAL SLIDER - NON -IMPACT TABLE OF CONTENTS F DF RAI HOPES & ELI-VATION'i LA21 NG DETAILS, 'd FCTION VIEWS 3XTRUSIONS & B 6 m 4 NCHOR SCHEOJtF & NOTES 5 I$TAL[-ATI()N DETAILS6 I THE PRO,,UCT SHOWN HEREIN IS DESIGNED AND MANUFAC71,,RED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBCj. CURRENT EDITION 2 GLA71NG OPTIONS. (SEE SHEET 21 3 CONFIGURATIONS. 'XX' 4 DESIGN PRESSURE RATING 14E3AlIVF- DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1303 04 POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WA'. CP INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04, 5 ANCHORAGE THE 33 1 3/. STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT SEE SHEET 6 FOR INSTALLATION DETAILS- 6. NOT APPROVED FOR IMPACTRESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION T. ALL FRAMES AND VENTS SCREWED TOGETHER. SMALL JOINT SEAM SE ALANT -kAN' USE AT ALL FRAME JOINTS AND JAMBS. 6. SERIES / MODEL DESIGNATION HS-5600. 9, THE. DESIGNATION X AND 0 STAND FOR THE FOLLOWING X - OPERABLE SASH 10 SECTION GAL1OUTS FROM ELEVATIONS APPLY TO ALLELEVATIONS IN A SIMILAR LOCATION_ 11 WECII SLOTS = 114" X I" LOCATED XFROM BOTH ENDS AND ONEIN THE CENTER. CONFIG, MAX UNIT DESIGN PRESSURE IMPACT RATING SIZERATINGXX 1 72" x 72" 35 PSF NONE lAc, l',W 44TH AVE ()('ALA, FLORIDA 3n114 Www cw&cc 5600 ALUM. HORZ. SLIDER X)( NON - IMPACT it 1 tI.ml 24 4: Z!i io CIA' E OF 0 p 9, ..... 413/ 2015 LUCAS A, TURNER, P E, FL PE # 58201 12 39JABARA AVE NORTH PORT, F_ 34298 PH, 94 1_380, 51-4 GENERAL NOTES AND ELEVATIONS D-- BY.. lo'lc ADE i 05i07 06 GW S- 171 F 51( e SHEET 115 1 OF 6 1 •* —3i16" ANNEALED--3;Iti TEMPERED G1 AS% TYPE A MSS RITE 13A6' GLASS SITE411 tl3i CLASS TYPE R 5W OVERALL ANNEALED 3'8" AIRSPACE 1.'8' ANNEALED GLASS TYPE G SS RITE 5i8" OVERALL u8. TEMPERED 3l8' AIRSPACE 1/8' TEMPERED CLASS TYPE. D SITE Iz 190D SW WlI AVE. p(:ALA FLORIDA 344?a WWW.GWS.C(: 5600 ALUM. HORZ. SLIDER X)( NON -IMPACT U J: Z 2 2 AnUIVn¢ I i 4 J < 1 ~ N W N. 501 w J 54A'F OF Lff+ 413/ 2015 LUGAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORL FL 34288 PH. 941-380-1574 SNFET DESG Nlol GLAZING DETAILS CRAvlNt3Y ; pare ADE 05,07'N5 ow c 11.1n. CWS- 171 i F. SOA( F SHEET t1 2OF6 ff INTERIOR INTERIOR SECTION G-G ALTERNATE VIEW WITH I G SASH NOTE MAIN FRAME IS SAME FOR BOTH 8G AND IzG UNITS SECTION A -A MS USED 8JT NG -I SHOWN FOR ICLAPI! Y 9, :9, 32-35 39 43 45 1900 SW 44 TfI AVE, O(.ALA FLORIUA34474 Www CWS'lCc 5600 ALUM. HORZ SLIDER XY NON -IMPACT t t UI o' N A LUCAS A, TURNER, P-E. FL PE # 58201 1239JABARA AVE. NORTH PORT, FL 34288 PH..94t380-1574 SHEET NkSCni TI A SECTION VIEWS ORAWN by IDATCi ADE 05/0708 CWS- 171 F scAie SHEET 1 2 3 OF 6 EM PART # DESCRIPTION Vendor Material i S 1362 Fr. HS OSM Head Keymark Akm 2 H,1495 Fr. HS, OSM $II r Keymark AI _ 3 *S t466 Fr HS, OSM W Spl ne Grnoxe. Jamb Key nark M,ao 1 4 S 13114 Fr , HS, OSM w' $pl ne G[¢o`.0. Head Ke mark Al- 5 H 1496 Fr HS OSM W SpImo Groow, SII Ka mark Alum 6 S 146 Fr._NS, OSM. Ja b Keymark S73v7 Pahei, Top Rail, HS, {I.G } KeymarkKey Alom8 9 S-102"- PanelBollom Ral- HS, (I G.I Keymark 0 H-1017 PaheiLor:kOle. HS (I.G.t Keymark it H-1317 arrel. InledoCk, HS I.C'-) Keymark Al o 2 5- 1340 Panel, Top Rail, HS (S C I Ko mark Alum 3 S 1345 Panel. Bottom Rail, HS (S.G-) Keymark Alum a H- 1365 Panel-t.nckslle, HS. SG_l Keymark Aum S H- 1366 Panel I ledock, HS IS G.l K¢ mark Alum 6 S 1359 Scre en Rota ner Keymark Ak1m 7 P 3394 GI2 Bd Manne CI z 3116' Glass 8 p 3206 GI 4 B<1 ^Manne Glez nq 5 8- Glass 9 P32586200JabSIIIGasketHOP0P3398 pon Cell Pad HOP t P- 3308 Will), .310 x .270 Back. hr, Black Solt Touch Center Fin Ultralab 2 18 Black oft Touch Centel Fn alab 3 P 3311 R WS,Ip 320 x I.25 Back No Fm Grey (Dust Plu Slnp Uklnlab a P3402 WSIp .530 x .`15 Back. Fan, Black Soft ToucE C¢nlor fin. 6 P 3215 45 De e¢ Weep Caser 1UMl-l1!a_M-- P3265 Handle.Lock (5200162001 75 P3270K'( pe (52001620(h 1- O. Ca Znc 8 P3602 Wlrydow Rorie (5211062001 _ _-_ Al Comp, Nylon 9 P. 3609 Wroclaw, m Blper 10P- 3504 1 4 2 x td2 Phdllps TRI M,$ SS $Crew Fastenal I11 P3505 10xF' Phltlips Tmss Tap(Nncs_Typ¢ A, 18-8 $S Screw _ Fasi¢nal Steal t2 P3612 S K 1' wr ir4' L¢ d Pan Head ¢cadre. SWFi aRPnO Type A f a"a", Steel 13 P 3537 81 1 1/2 Pa I ead SS Fasl¢naI Sled to R 3881 T¢inpp ay Lbl- (NFRC DP) 6 P 3613 CWS Lbl 1ogo) — -_-,_ --- 16 Gigss. See Sheer 3 19 P3226 FI91 Spine ((or Frame wr „phne Groae) oamPiasli Rubber 10 P- 3228 1$5 Round Screen Spline (tor milad screen) Dana Foam 11 R3029 Screen Litt (R¢EraclaN¢ Un 1'ab1 summit— 2 P- 033 Sarean Sloanq (Flat Tons pnj H.Srmn r3 P- 3321 Sc -11 Key Atlmetal la P- 3333 5d rr.n Frame Allrn¢1a1 3 1 / 4' _....-... .. I! t ' 3 OSM SPLINE GROVE HEAD "384 i 3 l _ Si I z 15 6 I! r' 16' f OSM SPLINE GRGOVF SILL - t496 3 3r8' 1 6 AF r-1"6. OSM HEAD - i 362 3 3/ 8- C7 OSM SILT. - 1495 i 1 S i 6" --. r•. 1 5n 6" --1 s 1fi `" t H 31ta" 1 2Ffl' li C 16" Nt6' BOT RAIL - 1346 OSMJAMB-1467 OSM SPLINE GROOVE JAMB, 1466 FHAML GUHNIH CONSTRUCTION yl FRAMEJAMBPROCESSIDAND SCR( -, WED 10 HEAD ANO Sill, PANEL CORNER CONSTRUCTION PANEL SIDE RAILS RROGLE ,$ED. ANC SCREWED TO i 01" ANDBO TOM RAILS. 2 h2 tt'6 ROT RAIL - 1021 7 8 7 8 „-. i 1 2.. --1 r 1 3 8" 1 I N 11316 {y( i+t16` t t 6 r1L.7 i6" ' 318'J 1,•16 i 4:8". u+6` TOP RAIL - 1340 TOP RAIL 1307 PANEL INTERLOCK - 1366 INTERLOCK - 1317 LOCKS1It F- 1365 LOCKS TII_E- 1017 SCREEN RETAINER- 1359 ANE ITEMS, NOT USED 11 tiOTE. ALL ALUMINUM EXTRUSIONS ARE 6061T6 UNLESS OTHERWISE NOTED- 3! 8Ev1 90SW 4111 AVE OCALA FLORIDA 3 474 wWW-Gws'ccl 5600 ALUM. MORZ. SLIDER Xx NON -IMPACT XW Itl iq itx o a n a calm,,¢:. I r er rF 9 , 33A-R OF rR1 O in .i 4 3/2015 LUCAS A TURNER P.E. FL PE: # 582oi 239JABARAAVE, NOR I' H PORT. FL 34288 PH, 941.380-1574 SHFET O'l'Ok"' On BOMAND EXTRUSIONS DRAWN BY. 1 D A T SADE R05107i08rwcr v CWS- 171 t E scar- SHEET 2 4OF6 y V' MAX I l' MA, CTF 2 7' MAX NOTE 2 199 p SW 141 1, AVE CICALA. FILORIUA34474 WWW cws,11c 5600 ALUM. HORZ_ SLIDER XX 1 1 2 %`AX. OC TYP it NON -IMPACT6: MAX Of, 'TYPE INSTALLATION INSTALLATION c ANf-A1OP.S;TYP) ANCHORS JYP) o o3!3 Oil Av ANQHQT(tAYO1i FIN ft OR 8 TPN I IN6 i IN METAL qPFNIN(-,, 1 "RU NAILIN6 PIN W000 OPENIN6; T S STAt c. ONE AN0,1OR AT EACH LOCATION !HRG WINDOW FRAMfFIN. SILL ANCHOR SPACING .1"AMF AS HEAD SI1: M AS,RLOAT CACTI INSTALLATION ANCHOR USING LOAD BEARING SHIMS MAX. ALI,OWABI-ES litA',,IA,;KTO(3F 1'4- tjl,;LSIllrASVVt4Uf4CSPA(i,,CRI:ATF--IlrtiANIf16'ISPFIIISENf LOAD BEARING yy SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTEP, WOOD SHIMS ARE NOT ALLOWED 413= 15 ANCHOR TYPE SEE IABiC I SH;IFIN' LUCAS A, TURNER. P E, ALL INSTALLA NON ANCHORS MUST BE MADE OF OF PRO_FC I ED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED 12FL PE, # S8201 JABARAAE. V34288WOODMUSTBEPROTECTEDTOPREVENTREACTION. NORT319i PORT. V E IN' I AL -Al IONANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS SNSTAt I ATION INSTRUCTIONS, AND ANCHORS SHALL BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN PH 941-380-1574 THE MINIMUM SPECIFIED IN TABLE ' SHEET 6 ANCHOR S CHEDULEAN( ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING ORS, ruCco, NOTES A MINIMUM I' CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL WOOD AND METAL FASTENERS. 6PAWN OY o-, L WOOL) ON MASONRY OPENINGS BECKS AND i3z ICK FASTENER' , SHALL BE PROPERLY DESIGNED BY I I- ARCHITECT OR f_-NC,1N'-LR OF RECORD AND INSTALLED ALLFD10 TRANSFER WIND LOADS 10 THE STRUCTURE SUBS-RATES,HALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE '. SHEET 6. CONCRETE AND MASONRY SUBSTRATES SHALL NOT BE CRACKED, GiAi E SEALING AND FLASHING STRATEGIES EGIESFOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS SHEET VIAAtAAMA 100TIN WINDOWS), FMAJAAMA 206(`1 ANGE WINDOWS) FT14AWDIIA 251 WINDOWS), FMA,AAMAWDMA 300(EXR1c)R BOORS) 1 20 5 OF 6 MIN EN,8FDMENT SEl' I A611- I JUSTRAFEBYOD C, C T,,' 81 Ej ERIMETER SEALAI Y INSTALLER NXF AND OU I NS7 ALLATION ANG i 6 I AB - I SEAI IANIPEIWFI` DES IRA I F AND PIN (WINSTALLER SEALANT BETWEEt A SLITSIRATE E ANDFIN BY INSTALLER INSTALLATION AN, SEE TABLE 1 PC RIME L R SEAL Al BYINSTALLER INSIDE AND OUT SUBSTRATEBY OTt SE E F-, TABLEMIN, EMBEDMENT SEE TABLE 1 TyPI G,', L lil- A[) •xNCHGi(A,4-, IA."4 11GA, ',l_(,TIQN 1 N' TFRTIPMINEDGEDIST, 90C. SW t,l iH AVE SEE TABLE I OGALA fL0RI0A3447+ MIN, EDGE DIS- 4 MAX SHIN, wlvw CW&I" G SEE TABLE I jINTERIOR] 5600 ALUM. HORZ. SLIDER XX NON IMPACT MAX SHIM MIN, EMBEDMENT SF I ABLE I 1 1 SUBSTRATE BY OTHERS 61 81 SEC TABLE , PERIMETER SEALANT BY INSTALLER INSIDE AND 001, SEALANT BF]Wf,-UNF, UBS',14A(t-- ___...-...__INSTALLATION ALLATION ANCHOR AND FINBY INS I ALLER SEE TA13LE I 1,4' MAX SHIM MIN EDGE OISF SEE TABLE I TABLE I: APPROVED INSTALLATION FASTENERS SUEISTRATF TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. r MINSi1RG0,E -PINE, NH WOOD (7-3 42 MINI 48WOOD SCREW I i 2 WIMIN 3 KSI Yi"-i,,) kilt, Of', At'Jk' IN , vo (!PADF5SEJ',Al1P1NQ Di I% 'J""', RE W lj TJOA() HP0 ") 361), rHOR, ZONTA$E(;TIIZN 10 0 T-YPIGAL JAMBA 6 64WW cl Qm¢:O o, F N No "!32ol N A LOCAS A. TURNER, P.E. I-` PE # 58201 1239 JABARA AVE. NORTH H PORT, FL 34288 PH. 941 380-1574 SHW U'C11- 11N INSTALLATION DETAILE OR— N BY ;OAT[ AIDE 1 05/07, 08 I IWO CWS171 cuE: SHEET 1 2 6 OF6