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HomeMy WebLinkAbout2426 Yale AveArchnect/Engineer Information Name: ok- & so" i n v W CTC 11 c w Gem Phone: Street: 6-2-00 Vim% W V,, Fax: City, St, Zip: ©/ E-mail: Bonding Company: ti. Mortgage Lender: Address: Address:, gUiRUO Mha 011,014 to sts12. 30du9 yistotl ». NOtf;(m NAYt1a rg 4YH<I 4tEti3t 1 naiz2immo Y PERMIT INFORMATI bho0; to 91812 - dug VIR1oN ?tilyTar1Aasiigtc3.mmo9 tA % Building Pe ifsnolitlAr4ououubsbnoa eros .ss st zsugx3.rnmo fid, AganazA 1rtoU LW161l l Q Mi b9br>Q8 Square Footage: Construction Type: o: of S ories No. of Dwelling Units: Flood Zone: Electrical New Service--No.,of AMPS: Mechanical 13 (Duct layout_ required for new systems) . Plumbing . New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: OF SANFORD G-? CITY AU L BUILDING &FIRE PREVENTION PERMIT APPLICATION BY: Application No: 5 "® Documented Construction Value: $ Job Address: ° e—' Va"19 L- f''- Historic District: Yes NoO Parcel 1 D: 31 19 3/ 6-1 9' 0 0 0 p 0,=P6—Gjonm' g: Description of Work: t':et Plan Review Contact Person: `n /%4 a Title: D -7 .9-G/ ` Phone: -'/0 96 5 Fax:B9 c?a,:F E-mail: ih '-.a Prooerty Owner Information' ' 1 Name s+ -n 4W 1Phone: Street: a a p J,C,/a-[ ''y'' Resident of property? :. City, State Zip: J-/ Fa 2-71 Contractor Information ' Name l' 9/ l_j Phone: Y o 7 9 `-6-6 Street: C9 8 74rr el v r / Fax: y07 a U % City, State Zip:, State License No.: C15?c 0 6-F O O7 Archnect/Engineer Information Name: ok- & so" i n v W CTC 11 c w Gem Phone: Street: 6-2-00 Vim% W V,, Fax: City, St, Zip: ©/ E-mail: Bonding Company: ti. Mortgage Lender: Address: Address:, gUiRUO Mha 011,014 to sts12. 30du9 yistotl ». NOtf;(m NAYt1a rg 4YH<I 4tEti3t 1 naiz2immo Y PERMIT INFORMATI bho0; to 91812 - dug VIR1oN ?tilyTar1Aasiigtc3.mmo9 tA % Building Pe ifsnolitlAr4ououubsbnoa eros .ss st zsugx3.rnmo fid, AganazA 1rtoU LW161l l Q Mi b9br>Q8 Square Footage: Construction Type: o: of S ories No. of Dwelling Units: Flood Zone: Electrical New Service--No.,of AMPS: Mechanical 13 (Duct layout_ required for new systems) . Plumbing . New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: 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, beaters, tanks, and air conditioners, etc. 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.. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YQUR-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 ORAN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: Ing 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based ' on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Ag Date Si Co ct A en Date 441-1®/ Print Owner/Agent's N Print Contractor/A Si o e of Date Signa BRYAN DoRIONI nr aV'ii BRYAN DORION "N a°a Notary Public • State o1 Florida • - Notary Public • State of Commission # FF 151319 :. ?Commission FF 151MCamm. Expires Mar 27,2019 '°F FL ,.' MY Comm. Expires Mat 2Ynnnpdflvti.wi. W1.1\ IwY.1N.^.'"'wNN11 aM1 N Owner/Agent is rsonally to e or 11 Contractor/Agent issonally wn to Me or Produced ID Type o Produced ID 9 — APPROVALS: ZONING: B UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: i II /I COMMENTS: fO c° GV'i (ffid ff_n 6e_ ek S71YtA l3 /" 71 ,Ccffe-n antn Rev 11.08 Permit Number: Folio/Parcel Identification N Prepared by: ke,, 4 Return to: MARYANNE MORSE SEMINOLE COUNTY K OF CIRCUIT COURT & COMPTROLLER i--08'520 P9 833 (1F'9s) CLERK'S a 2015084661 RECORDED 08/04/2015 11:13:00 RECORDING FEES $10.00 e -/ 2 1 -j 7/ RECORDED BY hdevore NOTICE OF COMMENCEMENT C State of Florida, County of4areAge /_o The undersigned hereby gives notice that improvement will be madefto certain real property, and in accor with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property Vega escription of the property, and street a dress if available) 2. General descri M ince cli 3. Owner information or Lessee information if the Les se contracted for the improvement 1Name r- Address Interest in Property i Name and address of fee gimple titleholder (i Ifferent from Owner listed above) Name Address 4. Contractor Name arl,7- it TeleDhone Nu ger Address 5. Surety (if applicable, a copy of the payment bond is at ched) Name Telephone Number Address Amount of Bond $ 6. Lender Name Telephone Number Address 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7, Florida S tutes. Name Telephone Number Address roortir 8. In addition to himself c r herself, Owner designates the following to receive a copy of the Lienges" Notice as provided in §713.13(1)(b), Florida Statutes. Name Telephone Number I O Address 'Q. = sEw`= Lt 9. Expiration date of no ' mencement (the expiration date may not be before the completion of -" W construction an inal payment to the contractor, but will be 1 year from the date of recording unless a W different date is specified) —1 _ e . C ,b, _1_`Zp ( o Z WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMEE o ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN tea• o RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE c RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSf,L,LT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEME TG Lz D o W Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that %eti it facts stated in it are true to the best of my knowledge elief. a z 2 L UoW in Signature of Oviner,or Lessee i per's or Less 's Authorized Officer/Director/Partner/Manager Signatory's Title/Office The foregoing instrument was acknowledged before me thi day :Lmo th/y by name of erson U to - as T author' er, tr • ee, attorney in fact ' me of pa 15Mf b@9®1081 whom i trument was executed Notuy FubNc - State of Ftorlds Ii'1 1 t6R0 NotarySiis — S Florida a n name of Nota Public 1111 AW t Personally Known_ OR Produced ID 23-20 Form Revised: September 26, 2011 RECORD COPY i ECEIVED AUG 0 4 2015 7ti 4 T M! f 'J . y' l S r• +... c i ..'6 Y.p P,....•7 F QT'^•.... ... ~.• -.rM. __ ,;.._-'3 i • q l:^^ n,•^ XhSI r.; C. r,r, 1L rc001NAinP; ;r.g pian Types: Screen Room Poo! Sc n/ CagOEVIEWED POR CODE COMPLIANCE Gar Port Ptd EXAMIKER Paio Cover DATE Other: SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE PLEASE STAMP ALL PAGES WITH NAME ADDRESS & LICENSE # 11 —,Qq - Project Addres$, ,;( "' . ' City: 6 gr0 t> - . Contractor Name: PRAGER BUILDERS INC. Addy c ; 2938 STONEWALL PL.. pity, SANFORD Zip Code: 32773 Phane/Fax: 407-383-9555 407-322-3039 Email: INFO@PRAGERBU ILDERS.COM U Z F`ed Ex's---^No Of Copies Choose Olne. Mail Pick p For FedEx option go to www.alum.-nuwscreendesign.com and provide FedEx account #) Payment: Check Cll'edl Card For Credit Card option go to wm aluminumscreendesign-com to pay by credit card) OILD NG Engineering prepared by: SANFORD 0ffs96, min A& in ru-J D Engineer: Michael Thompson, MSc, P -E. (P.E#. # 47-509, . 15 2 5 0 0 5200 Vineland road- Suite 250 Orlando. FL 32811 off 407-529-3300 Cell 407-721-2292 Project Manager: Pau) Thom -as 386-479-9504 Fax 688-923-8481 ErnaiC alwinumscteendesi gix1°.COm Website, www.alumingmscreendeSi n.CCi'I'1 CA430930 50/ia 39dd d 6E06ZZEL9b 6T:69 STOZ/8Z/L9 r No at A= L % ! a •„`Lu' WS 3 r.r rc ,}' yw....0-4 _ I Y -'b.•. ..,.. r.l. IM ....'^'S 3 a<TMa a.1vM, r7 'r-• & C"'J ;;R a ^•c?ttir:IN. ind Speed (Mph) - Scram RoOnj: Insulated Pan Roof Fascia Wall: Bloch Conventional Uprights a Xa '1•op Plate j_, Xa Kick Plate P,00f•.Scree Cage : Dome Gable Mansard Gutter[] Wall: Block Conventional Beams X Uprights X _ Purlin X Catr.Port: Insulated[] Pan • Fascia Wall: Block E] Conventional Beams X Post x Paw' -'C -over. Insulated Pan Fascia Wall: Block Conventional Beams X Post X Cone^ ft.- Existing New: 4" Slab Pier[] Ribbon Footer 1 SAPS PoRD 15-2500 X 'Pavers Other: A F )e:rU ejE Note: In the event that there is a conflict with the design plans and the general notes and design standard, the contractor shall ublize the more stringent dimensions and member sizes prior to ordering materials, fabrication andtor construction between the plans and the general notes and design standard. 50/Z0 3Jdd d 6E0EZZEL0b 61:60 5Z0Z/$Z/L0 9 0100ASD hiuml,i,mm tL Ctsi .'"aiiian Fagtne-=rTr%2 General Notes & Design Standards Screen Patio Room Enclosure) The following are general design standards. More stringent design standards may be noted on the plans. In the event of a conflict in plans and/or design standard dimensions and/or member sizes, the contractor must utilize the more stringent dimensions and/or member sizes prior to ordering materials, fabrication and/or construction. Design Codes: Florida Building Code 2014 (51 Edition) Aluminum Design Manual 2010 ASCE 7-10 Design 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 1 foot of any member, not occurring simultaneously with wind load. Design Basis: Allowable Stress Design (ASD) =Allowable Strength Design (ASD) divide by safety factor General Requirements: Reproductions of contract drawings by contractor in lieu of preparation of shop drawings signifies acceptance of information shown as correct and obligates himself to any expense, real or implied, arising from their use. A change to the structural drawings due to the acceptance of alternates and/or substitutes is the responsibility of the contractor and must be submitted to the engineer for approval. The general contractor and each subcontractor shall review the approve construction plans in its entirety and verify all existing conditions prior to the start of any work. All inconsistencies shall be reported to the designer and/or structural engineer, if needed. Should contractor construct the premises in a fashion not consistent with the plans prepared by the designer and/or structural engineer, or in any fashion, change the plans and drawing without the review and approval from the designer and/or structural engineer. Then designer and/or structural engineer shall bear no responsibility or liability for the construction of premises and accuracy of the drawings. Foundation and Earthwork: Applicable only when unsuitable soils are encountered. When unsuitable soils are encountered as specified bearing strata, notify owner's representative/engineer. Soil bearing capacity — 2,000 psf Minimum aVILDIA, USANFORDProvideneatexcavationforfootingandplaceconcreteimmediatelyafterexcavationandinspection. 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 15-2500 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www.aluminumscreendesign.com 030 ALUMIU1 SCREEN DESIGN kiurxtuNnt s; cabitfuctiCn agfetsr:in Structural Aluminum: Conform to latest edition of Florida Building Code and Aluminum Design Manual standard practice for aluminum design. All aluminum shall be 6005-T5 (E= 10,000 ksi; Fy = 35 ksi) with a minimum wall thickness of 0.046" Splicing prohibited without prior approval as to location and type. Burning of holes in aluminum members is prohibited. Any member with burned holes must be replaced. Aluminum Protection: Shall be pursuant FBC 2003.8.4. Aluminum surfaces in contact with dissimilar materials, lime -mortar, concrete, or other masonry materials, shall be protected with powder coated or ESP paint or alkali -resistant coatings, such as heavy -bodied bituminous paint or water -white methacrylate lacquer. Screws: Aluminum self -tapping screws shall conform to ASME B18.6.4 specification. Self—tapping screws shall meet the requirements of ADM J.5 Maximum fastener spacing shall not exceed (3+20t) where "t" is the member thickness in inches. For roofing and siding connection, use minimum #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'-9" 2 x 2 Purlins = 7'-6" 2 x 2 Wind Brace = 4'-3" 2 x 3 (0.125) Wind Brace = 10'-0" 2 x 3 Chair Rail = 9'-0" 2 x 3 Purlins = 9'-0" 2 x 3 Wind Brace = 9'-0" 2 x 4 Wind Brace = 10'-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'/<" gUILU/ NU11ReinforcingSteel: 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" 1 5- 2 5'o o 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 ALUMNU CREEK DESIGN03• s D&Ilurftfisum & CdV1tr"4ffda EegTdrsr:Tnss Beams & Uprights: In the event of a conflict with the values in this table and the site specific plan, the contractor must utilize the more stringent dimensions and/or member sizes between the site specific plan and the below applicable span limitations prior to ordering materials, fabrication and/or construction. 130 MPH PRIMARY BEAMS & COLUMNS -SCREEN & PATIO ROOM ENCLOSURES ROOF PANELS Max Beam Span & Max Column Insulated Roof Beam -Size Spacing Column -Size Max Column -Height Pan Roof Span Span 3" Spans 13'- 2 X 3 6'-0" 2 X 3 8'-0" 6" 3" Spans 15'-0" 6" Spans 20'-0" 2 X 4 8'-6" 2 X 4 8'-0" 2 X 5 10'-0" 2 X 5 9'-0" Knee Bracing: Contractor shall provide knee bracing on 45 degree angle pursuant the attach detail sheet that specified size and length requirements. Purlin• Contractor is required to install purlins spaced to align with column spacing; however, spacing between purlins shall not exceed 7'-2". gUILO S 4 J,O t7 1-2500 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www.aluminumscreendesign.com PRAGER BUILDERS INC. 2938 Stonewall Place • Sanford, FL 32773 Telephone: (407) 324-9960 Fax: (407) 322-3039 State Certified: #03C053007 www.prsigerbuHders.com r--- `t ° -7 13 DNAMEt -,.- ) J G a ROME # CEEL# DATE ADDRESS P ia- l - _ CITc( ZYF &-773 DIRECTIONS:'' 71-0f 'w 04 REFERRED BY: SCREEN: FLAT: GABLE: TIE IN: ROOF SUM., i DOORS: J iG IQCXPLATE: 10, a GUTTERS: WINDOW TYPE: FRAME COLOR: dr o Z A- PORCI4 OVERHANG: HOUSE O.H.: SOFFIT? TIE IN HEIGHT: FAN BEAMS: / SLAB SIZE: 4 DEMO: ,&*T o V'4 i t t+r ¢¢l ELECTRICAL r/ 4 1-2>e t o ( 1 J, t,,. 7 jOr MATERIAL AND WOItTtMANSHIP GUARANTEED FOR 2 QO,ulL-D , ,. TE. 1) kIAIRLII4E CRACKING ¢F NEW CONCRETE SLABS IS A Contractor expressly reserves all contr=tOts, mechanics and `material COMMON OCCURRENCE, man's lien which may be asserted under any provisions of the 1 w to 2) SPRNKLER HEADS MUST BE RELOCATED I3'Y CUSTOMER secure payment of the contractprice and may assert and fix AS !F®RD 3) DRAINAGE AT BASE OF ROOM IS RESPONSIBILITY OF Tien upon the real property on which installation is mads HOMEOWNER. Purchaser' agrees to supply cl power at job site. Fps pn,^G 4) FL¢OR MA4' REQUIRE LEVELING FOP, TILE INSTALLATION. 5) OWNER IS RESPONSIBLE FOR ANY REINSPECTION FEES DUE TO INACCESSIBILITY OR MISSING PERIvIiT. MICHAEL 1 5 5 0 ® 6) IF IS C OTONER' R'S ASSOCIATION APPROVAL IS NECMRR3PIT S RESPONSIBILITY TO OBTAIN PRIOI678)'WWKAND RD. START_ SUITE 250 ORLANDO FL 32811 P.E. # 47509 NOTES: : , , -~'.y / ycv.•'+ CA#30930 90/60 cJdd d 6EOEZZELOb 61:60 9TOZ/8Z/L0 LO CDCD w0 CTI mm mN N u -,me4 A4U S% r. GaG SG3 f)C V-6 m X- 11G 3 NCD v ` m o, m LO CDN t GoN n owp(p cn-{ N m C 0 0 2 m w m K 2 cn D Z r- o-4 O o m p co- nT z r z 0 y " R" I 25 00 ED PLANS ENG. DEPT. e L4 115 mak. ren lo ctYl r2 lc ce -ext t z x '1' Sc reen r co jj E. Y,./e 51 l de M -?o " 90/90 30Vd 7 g03ILD/NC FA RTWI 1 5 - 5 0' 0 guw MICHAEL THOMPSON 5200 VINELAND RD. SUITE 250 ORLANDO, FL 32811 P.E. # 47509 CA#30930 c e 2s 30 ID d 6606ZZELOV 6T:60 9Z0Z/8Z/L0 ALUMINUM SCREEN DESIGN 2X2 POST .046 OR GREATER HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL 0" to 36" 2 HINGE DOO EACH DOOR IS SCREWED INTO UPRIGHTS WITH #105 1" 6" FROM ENDS 24" O.0 FILL IN DETAIL BOTTOM PLATE IS ATTACHED TO OCONCRETE WITH 2-1/4" X 1/4" TAPCON 5" X 2-1/4" IF THRU PAVERS) 6" FROM ENDS 24" O.C. ALUMINUM FRAME IS ATTACHED TO BLOCK WITH 2-1/4" X 1/4" 10 2" IF TO WOOD STRUCTURE) 6" FROM ENDS 24" O.C. 2X2 ANGLE IS ATTACHED TO C ALUMINUM FRAME WITH 2 #10 1" 12-1/4" X 1/4" TAPCON PER SIDE ALUNHNUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS.046 AL SCREENDESIGN ALL TAPCO S SHALL PROVIDESS OR UM OFR1 1/8" EMBEDMENT DEPTH 5200 VINE SUIT RD. T SUITE 250 @ i AHOO • COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) ORL O L 32 811 PHONE # : 386-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. P.E. # 47509 FAX #: 888-923-8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION . CA#30930CONTRACTORSHALLNOTIFYTHEENGINEERIMMEDIATELYSHOULDSITECONDITIONSDIFFERFROMCONSTRUCTIONPLANS UPRIGHTS ARE ATTACHED WITH EITHER: O BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP V'f O KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. O n NJ a n Lrl O o O 07 CD ALUNHNUMSCREENDESIGN.COM DESIGN STATEMENT MICHAEL THOMPSON METAL IS.046 AL SCREENDESIGN ALL TAPCO S SHALL PROVIDESS OR UM OFR1 1/8" EMBEDMENT DEPTH 5200 VINE SUIT RD. T SUITE 250 @ i AHOO • COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) ORL O L 32 811 PHONE # : 386-320-0256 OF THE FLORIDA BUILDING CODE FOR OPEN AND SEMI -OPEN STRUCTURES AND SHALL WITH STAND ULTIMATE WIND SPEEDS OF 130 MPH (FOR 3 SECOND GUSTS) NOMINAL SPEED 101.4 MPH UP TO A 15FT ROOF HEIGHT, FACTOR OF 1.0, AND EXPOSURE C, RISK CATEGORY 1. P.E. # 47509 FAX #: 888-923-8181 CONTRACTOR SHALL FIELD VERIFY ALL PLANS DIMENSIONS PRIOR TO MATERIAL PURCHASE, FABRICATION AND CONSTRUCTION . CA#30930CONTRACTORSHALLNOTIFYTHEENGINEERIMMEDIATELYSHOULDSITECONDITIONSDIFFERFROMCONSTRUCTIONPLANS BP# REQUIRED INSPECTION SEQUENCE Ae-15 2 5 0® Address: lei n -/% e 4 BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Mobile Home Tie Down Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final PLUMBING / GAS PERMIT Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Gas Underground Gas Rough Gas Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final