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HomeMy WebLinkAbout336 Red Rose Ln (4)EGEIVE JAN 2 6 2016 BY / - Application No: Documented Construction Value: $ S, 3 01 • SO CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Job Address: alcl Rcd 902- Ln , S011lford FL 3x'111 Historic District: Yes ❑ No ❑ Parcel ID: ;21- 12-50-51T- 0000 - 014 n Residential 0 Commercial ❑ Type of Work: New ® Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: ' IhS-K111 OOb\ eY1CaOS -M Plan Review Contact Person: 6 (a wey1dor-C Title: r Phone: LI(R - -1100 Fax: t - � - 31q -L Email: Eri (D-- We-ndoKla OLV)CO r= Property Owner Information Name -iePhone: y0,1- ;J4 I -1q G Street: 3b Resident of property? : \I e S City, State Zip: SanRX(L El _ 3 z-1 -1 I Contractor Information Name B03S PCOVS (Ind 0-,CrPcr1 S Phone: U (5l - 8-4 - 1100 Street: L`� F- Semorw F)wd Fax: tl(A - y - 3l C1-1 City, State Zip: CASs,dberru , FL 341-10-1 State License No.:C.9045-E313 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: 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. 1 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: 5iD Edition (2014) Florida Building Code {� Revised: June 30, 2015 Permit Application .'V1 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Contractor/Agent Date Prim Owner/A is Nam /�� I If A.4, 4 Sifnaturl of Ii. to of Flori Date MELISSA REEL c 1 MY COMMISSION &FF0350 9 ��',701 f�o`A•{ EXPIRES July 10. 2017 (401) $09.016 Florida t�ryScry cc.com O to Me or Produced ID Type of ID Print Contractor/Agen Name Sig itifure of Nota -State of FI ri a Date "p��`°�'` 5MELISSA REEL ' MY COMMISSION #FF035079 EXPIRES July41,0-2017' 1407► 398.0153 FloridallotaryScrvico.conx- Contractor/Agent is Personally nc Produced ID Type of ID to Me or BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas[] Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: L-1-119 UTILITIES: ENGINEERING: FIRE: Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: -� COMMENTS:01-' 40 til C, -)C 6S✓,W aLS Shy...,_. O'n Plc.,_ r IeQ�S [R sc: k ep Revised: June 30, 2015 Permit Application �aoaa©aaaoaa Emfflo�� IM EM EM EM En D EM Emma EBNAMoNMNN=- � 01 � OMMMMIMMEM EMOMM a -370q,* 151 (o ka.aq IS" 4 Cos7s= a� .s9 / LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: (X)b 0 i j 1. an agent of: BnhS Pbovs and Screens (Namc of Company) to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: 33(g Red 12oW W , SC,,y)fbrd FL (Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Eric, \kndoYrr State License Number: S CC 151 I y �jGq -1 Signature of License STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this day of , 200 , by who is o personally known to me or o who has produced identification and who did (di /o ,t' MELISSA REEL �(Lj0t*ty(8 l *ION #FF035079 :!o►n . EXPIRES July 10. 2017 (407) 368.0153 FlorldallotarySorvico.com (Rev. 08.12) Notary Public - State of Commission No. My Commission Expires: as t RECORD COPY on ALUMINUM SCREEN UuASDAIuminurn 8 Construction DESIGN Engineering *Plan Types: Screen Room ool Screen/Cage (Removable Screen - Remove screen when wind speed exceeds 75 MPH) Pool Screen/Cage (Non -Removable Screen — Designed to withstand actual Wind Speed) Car Port REVIEWED FOR CODE COMPLIANCE Patio Cover - QOther: PLAZ.EXAMINER 1�/ 6 DATE *Reference: NeW Z Revision❑ Date: /'/q_/4 *Project Address: 336 PED 4 aS LAND *City: 54/vFpe_p P-4-- SANFORD BUILDIN D DFr]A�IT ICQI ICn CUAI 1 ac rnr,�eTo� QED TO BE A *Contractor Name: ERIC WENDORF LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET *Address: 850 E SEMORAN BLVD ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT *City: CASSELBERRY THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, *Zip Code: 32707 CONSTRUCTION OR VIOLATIONS OF THIS CODE *Phone/Fax : 407-834-7100/407-834-3197 *Email: ERICA WENDORF@YAHOO.COM SgY F i F -L D . b06S Poo t-S@a rAMA I L . COM *Choose One: Mail Pick Up0 Fed Ex*E] No of Copies *For FedEx option got to www.aluminumscreendesign.com and provide FedEx account #) *Payment: CheckO Credit Card *F1 *(For Credit Card option go to www.aluminumscreendesign.com to pay by credit card) Engineering prepared by: C3;03%LDIA16 0 SD 1313M ED Engineer: Michael Thompson, MSc, P.E. (P.E. #47509) 5200 Vineland Road —Suite 250, Orlando, FL 32811 Office: 407-529-3300 Cell: 407-721-2292 Project Manager: Paul Thomas 386-479-9504 Fax: 888-923-8181 Email: aluminumscreendesign@yahoo-com # 16 - 3 5 9 Website: www.aluminumscreendesign.com CA#30930 Dr, ALUMINUM SCREEN DESIGN Aluminum & Construction Engineering *Ultimate Wind Speed (mph): X30 Exposed Category: C Risk Category: 1 Screen Room: Insulated ❑ Pan Roof ❑ Fascia❑ Wall: Block❑ Conventional❑ Uprights x Top Plate x Kick Plate Pool Scr n/Cage: Dome LT Gable❑ Mansard❑ Gutter Wall: Block❑ Conventional ❑ 2 Beams x Uprights x_ Purlin x Car Port: Insulated ❑ Pan❑ Fascia ❑ Wall: Block ❑ Conventional ❑ Beams x Post x Patio Cover: Insulated 0 Pan ❑ Fascia❑ Wall: Block[] Conventional❑ Beams x Post x Concrete: Existing New: 4" Slab[] Pier❑Ribbon Footer x Pavers❑ Other: 0o-rEW- ori ,%Pool 104.4p1 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 prior to ordering materials, fabrication and/or construction between the plans and the general notes and design standard. "Utlunv­,rs ALUMINUM SCREEN DESIGN ■.AS t _cr_n7�1 t-l•Ltig.n*c:1n9 General Notes & Desian Standards (Non -Removable Pool Screen) 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. Desien Codes: Florida Building Code 2014 (51 Edition) Aluminum Design Manual 2010 ASCE 7-10 Desien Loads: Pursuant to FBC Chapters 16 & 20 Ultimate Wind: -130 MPH (FBC Table 2002.4) 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 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 Reauirements: 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 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www.aluminumscreendesign.com No DAtUMINUM SCREEN DESIGN meASAlunin-.ry t Zcr.ItLt�l •.1 lnr, r,"*ing l Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum el 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" Reinforcine Steel: Conform to ACI 318 and 315, Latest edition All reinforcement steel shall be ASTM A615 Grade 60. Smooth dowels & ties shall be ASTM A185 Welded Wire Fabric shall be ASTM A185 or A82 (Flat sheet). Deformed bar anchors shall be ASTM A496, Grade 70 Cover: Footing 3" Washer: Washers shall be used under bolt heads and under nuts. Hole Alienment: 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. 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www.aluminumscreendesign.com :�ALUMINUM SCREEN DESIGN .An.kIu-11:5U10 S Zc :IruVf 411 f7C,,�111tL'1177 Cables: Contractor shall provide a minimum 1/8" diameter stainless steel cable tie down at side and rear walls of pool enclosure. Contractor shall secure cable to top of column located at each corner and where there is a difference in column height locations. In addition, cables shall be spaced to provide wall support not exceeding 227.5 ftz with bottom each end of cables secure to concrete slab with a minimum 3"ASTM A-36 steel clip with 2-1 '/2" x %4" tapcons or equal. 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 Upright 130 MPH SIZE PRIMARY ROOF MEMBERS -POOL CAGE ENCLOSURES SIZE Roof Span *Maximum Beam Spacing = 6'-0" Roof Span *Maximum Beam Spacing = 6'-8" Roof Span *Maximum Beam Spacing = 7'-2" 2 X 4 1 17'-9" 16'4" 15'-6" 2 X 5 23'-3" 22'-0" 19'-0" 2 X 6 26'-0" 25'-0" 22'-9" 2 X 7 28'-0" 27'-0" 26'-6" 2 X 8 34'-0" 33'-0" 32'-6" 2 X 9 36'-0" 35'-0" 34'-6" 2 X 10 40'-0" 39'-0" 38'-6" Upright -Pool Cage Enclosures Upright 130 MPH SIZE Height 2 X 4 11'-6" 2 X 5 13''6" 2 X 6 15''0" 2 X 7 16'-9" 2 X 8 1779- 9"2X9 2X9 18'-9" 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 x4 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". Header Beam: Contractor is required to install a minimum 2 x 7 header beam supported with 3 x 3 column space at 10 feet (max) when screen enclosed is required to be attached super gutter at the interface of the insulated roof panel. Contractor is required to install insulated roof covering pursuant to the Florida product approval specification (35 psf). Intermediate Girts:. Contractor is required to install intermediate chair rails/girts spaced at mid -span between the chair rails and top rail or 6'-0" max on center when column height exceeds 11 feet. Contractor is also required to install one additional intermediate chair rail/girt to be located 3 feet below the top rail when column height exceeds 14 feet. Edge Distance: Contractor is required to install uprights to provide a 3" minimum clearance from edge of slab and/or footer. 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www.aluminumscreendesign.com b 14), I r c� In the event of a conflict in member sizes sham on the plans and the general noes, the conbacbr must utilize the more stringent member sae requirements. 130-F 3,085 pa& u SCI CCQ5 y/ 1S"l!o Lo -r- /� -l#O jv5kOD<e 331. M 8056 LArfg- gNFox.P PeL 3;27? �x� arcs. I r c� In the event of a conflict in member sizes sham on the plans and the general noes, the conbacbr must utilize the more stringent member sae requirements. 130-F 3,085 pa& u SCI CCQ5 y/ 1S"l!o Lo -r- /� -l#O jv5kOD<e 331. M 8056 LArfg- gNFox.P PeL 3;27? In the event of a conflict in member sizes sham on the plans and the general noes, the conbacbr must utilize the more stringent member sae requirements. 130-F 3,085 pa& u SCI CCQ5 y/ 1S"l!o Lo -r- /� -l#O jv5kOD<e 331. M 8056 LArfg- gNFox.P PeL 3;27? ALUMINUM SCREEN DESIGN 2X3 WIND BRACE IS ATTACHED TO ALUMINUM STRUCTURE WUH BEAM IS ATTACHED TO UPRIGHTS 2"X I/8" FLAT BAR & 3 # 10 1" WITH (5) N 10 1" ON EACH SIDE OF BEAM PER END KNEE BRACE ON A 45 DEGREE SCREWED INTO H CHANNEL WITH 6 A10 1" SMS ON EACH SIDE 3 INTO THE BEAM 3 INTO THE PURLIN 2X2 45" MAX 2X3 52" MAX 2X4 60" MAX 2X2 CHAIR RAILS & GIRTS ARE ATTACHED WITH INTERNAL CLIPS WITH (4) 910 1", CAPRI CLIPPED WITH (8)1110 1", OR BLIND SCREWED WITH (3)1110 2" 2X4 OR GREATER BEAMS UP TO IY ARE STITCHED TOGETHER WITH 1110 1"6" FROM ENDS 24" O.C. IX2 BOTTOM PLATE IS ATTACHED TO CONCRETE WITH 2-1/4" X 1/4" TAPCONS OR 5" X 1/4" TAPCON THRU PAVERS INTO CONCRETE 6" FROM ENDS 24" 0 C 2 X 2 X 1/8" ANGLE SCREWED INTO EACH SIDE OF BEAM WITH (2) fl 10 1" & INTO CONCRETE WITH (1) 2-1/4" X 1/4" TAPCON FRONT WALL, BACK WALL & SIDE WALLS TOP PLATES ATTACH TO ROOF MEMBERS WITH #10 1" 6" FROM ENDS 24" O.C. 2X2 PURLINS WILL BE BLIND SCREWED THROUGH ROOF BEAM INTO EMBOSS WITH (3) H 10 3" 1" X.050" GUTTER STRAP AT EACH UPRIGHT AND BETWEEN EACH UPRIGHT SCREWED THROUGH GUTTER INTO FASCIA WITH k 10 2" ATTACHED TO FRONT OF GUTTER WITH #10 1" 2X5 BEAM .. 2 HINGE EXTRUDED GUTTER IS ATTACHED TO FASCIA WITH # 10 4"6" FROM ENDS 24" O.C. INTO RAFTER TAILS KNEE WALL ATTACHES TO STRUCTURAL GUTTER WITH 4"2 X 2 X 1/8" ANGLE & (4) N 10 1" INTO GUTTER & BEAM PER SIDE 2X2 POST .046 OR GREATER HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH 910 l" 6" FROM ENDS 24" O.0 DESIGN STATEMENT MICHAEL THOMPSON ALL;rn✓IINUMSCREENDESIGN.COM METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 5200 VINELAND RD. ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE 250 @Q YAHOO.COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) FL 32811 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND ? , # 4%509 PHONE #: 386-320-0256 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[. FAX #: 888-923-8181 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 _ CA#30930 0 "ALUMINUM SCREEN DESIGN. X IX2 IX2 SIDE WALL DETAIL X2 TOP PLATE IS ATTACHED TO 2X2 ✓ALL BEAM WITH #10 2" 6" FROM NDS 24" O.C. 2X4 BEAM 2X2 0 A N > pa� aDS p0U 0z0 cn = 00 7v c: oC-1 I X2 BOTTOM PLATE IS ATTACHED TO UPRIGHTS WITH CAPRI CLIP WITH (4) #10 l" OR BLIND SCREWED WITH (2) u.n—nrn cmr CABLE DETAIL 000 O O O O 1/8" THICK ANGLE BRACKET CUT FROM l" X 5" ANGLE x ATTACHED TO UPRITE AND GIRT WITH 6 910 1" EYE BOLT WELDED CLOSED WITH DOUBLE NUTS COMPRESSION SLEEVE IDE VIEW :OMPRESSION SLEEVE "A.S.T.M. A-36 STEEL CLIP MH 2 2 1/4"X1/4 TAPCONS\ 6':v ANCHORED rNTO CONCRETE 3/4• FROM TOP AND BOTTOM CONCRETE 3'A.S T.M. A-36 STEEL CUP WITH2 21/4'X1/4TAPCONS IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE HOMEOWNER THAT THE CABLES AND CABLE ATTACHMENT MUST BE INSPECTED BY THE HOMEOWNER AT LEAST TWICE A YEAR TO ELIMINATE ANY DEFICIENCIES ASSOCIATED WITH TENSION SLACK AND/OR CORROSION AND IF NECESSARY TO MAKE CORRECTIVE REPAIRS TO MAINTAIN THE CABLE FULL TENSION (NO SLACK) DESIGNED FOR STRUCTURAL LATERAL STABILITY ALUMINUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS.046 THICKNESS OR GREATE,ALUMINUMSCREENDESIGN ALL TAPCONS SHALL PROVIDE MINIMUM OFR 1/8"LOY EMBISUIT EMBEDMENT IS 6005-T55200 VINE RD. @YAHOO.COM THIS STRUCTURE SUITE 250 HAS BEEN DESIGNED IN PHONE #:386-320-0256 OF THE FLORIDA UI DING CODE OR OPEN SEMI -0 EN STRUCTURE SEAND SHALL WITH STAND ULTIMATE WIND O E 2014 (5TH EDITION) , FL 32811 CCOANCE TO MEET THE QUIREMENTS OFO SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY I. 'E'tE. # 47509 FAX #: 888-923-8181 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 CA#30930 V .D.ESCRlPTlUA' fi.S F'UL�'MISIiLD: Lot t 4, TNORNER.00,KEP��S !r thru Pubic Records of 5ominole County, Florida. r'LGT PL -4N- FORICERTYIED TO: Taylor Morrison of Florida, Inc. Et AP-90VED PLANS K• I EIIJG. DEPT. Ola, -b fcn I er k)&v�e v`s S �c�►., b,r,. Meeis s�:�lg OF S` se:�l�•�� S P,9'45'05" 11' 8.-r1 •�i7Git c'[C 4:iSriLp y:+:), 6W.GC CL_ IAT)(;1. :r•- - r'l., il':.. i rI J1✓Irtn l,:: fCJi+ PEF PL•:NP - ^.i +as s' FL RE RED ROSE LPJ%rE, (50' R/1%) TRACT I 8.05' Rai 00.00' L-39.51' C--99.26' CB—N 7r.55*46" v PLC-, PLAN ARTA CAILLILAW115 Bt/rL�SIrG 5E1 r1f�1r1_$ LCT C0 MUNS 6.113 SMIARE FEET iDr� •'NPcF'+10f1S AREA •• i.D23 x7. r ()R 46.2JG O)% " ::3' REAR o rs .PPROrCH� S3 SQ. Ft. LEAD K:4LY- 32 SQ. 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