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Home My WebLink About225 W Seminole Blvd (2)CITY OF SANFORD JAN 2 8 2616 BUILDING & FIRE PREVENTION F D PERMIT APPLICATION Application No: Documented Construction Value: $ 1,025.00 Job Address: 225 W. Seminole Blvd., Unit 211 Historic District: Yes No [2 Parcel ID: 25-19-30-520-0100-1211 Residential 0 Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: screen enclosure at entry lanai Plan Review Contact Person: Don Geissler, Jr Title: President Phone: 407 461-9929 Fag: 407 365-3194 Email: sunstatesiding@aol.com Property Owner Information Name Judy Dennis Street: 225 W. Seminole Blvd., Unit 211 City, State Zip: Sanford, FL 32771 Phone: 407 427-0296 Resident of property? : yes Contractor Information Name Donald G. Geissler, Jr Sun State Siding, Inc Phone: 407 830-7778 Street: 510 Lake Lenelle Drive City, State Zip: Chuluota, FL 32766 Name: Street: City, St, Zip: Bonding Company: Address: Fag: 407 365-3194 State License No.: SCC048423 Architect/Engineer Information Phone: Fag: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Codeeog) Revised: June 30, 2015 Permit Application 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. llglaol 14-4 Signdbire of O er/Agent t Date_ 1 Signature of Contractor/Agent Date Clv b.'V_hn Cnt Owh r/Agent's Nime_'_ + 2.0/ i ature of Notary -State of Florida Date KAREN M. MY COMMISSION # FF 192427 EXPIRES: May 23, 2019 Owne swed Notary Pu ' 49 °rsps o Me or Produce ID t Type of ID bj;^ b y 3'?.5-'O 5 (o %-v 17. ora.1 d G . G et5 s(cr, J r• Print Con ctor/Agent's Name Me Si re of Notary -State of Florida Dateatu KE MY COMMESSION iFF 192427 EXPIRES: a 23, 20t Con erg , Npt rK wn to Me or Prod 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: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ?_ -tAC rk UTILITIES: ENGINEERING: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: n • I G COMMENTS: 0 t n:_tr I I fie"' ear__ /f q 0A (2-4., e un O VO (p l Revised: June 30, 2015 Penn it Application i l n n —,1' r11 SCPA Parcel View: 25-19-30-520-0100-1211 http://www.scpafl.org/ParcelDetaillnfo.aspx?PID=25193052001001211 CSDrivid John3on, CRA PROPERTY APPRAISER WINOLE COUNTY, FLORIDA Property Record Card Parcel: 25-19-30-520-0100-1211 Owner: DENNIS FREDERICK S & JUDY Property Address: 225 W SEMINOLE #211 BLVD SANFORD, FL 32771 I Parcel: 25-19-30-520-0100-1211 1 Property Address: 225 W SEMINOLE #211 BLVD Owner: DENNIS FREDERICK S & JUDY Mailing: 225 W SEMINOLE BLVD #211 SANFORD, FL 32771 Subdivision Name: GATEWAY AT RIVERWALK A CONDOMINIUM THIRD AMENDMENT Tax District: S3-SANFORD-WATERFRONT REDVDST Exemptions: 00 -HOMESTEAD (2016) DOR Use Code: 04 -CONDOMINIUM ycy 210 N r 1 V--r--- 9 Value Summary 2016 Working 2015 Certified BLDG 1 UNIT 1211 Values Values Valuation Method Cost/Market Cost(Market Number of Buildings 1 1 Depreciated Bidg Value 151,560 $151,560 Depreciated EXFT Value Land Value (Market) t--- -- — Land Vane Ag Just/Market Value Taxing Authority 151,560 $151,560 Exempt Values Portabity Adj County General Fund 151,560 Save Our Homes Adj 0 I $0 Schools Amendment 1 Adj 0 151,560 Assessed Value 1 151,560 I $151,560 Tax Amount wthout SOH: $3,084.,e 2015 Tax BE Amount $3,084.1 151,560 Tax Estimator Save Our Homes Savings: $0.( Does NOT INCLUDE Non Ad Valorem Assessments Legal Description BLDG 1 UNIT 1211 GATEWAY AT RIVERWALK A CONDOMINIUM THIRD AMENDMENT ORB 6922 PG 141 Taxes Taxing Authority Assessment Value Exempt Values Taxable Vane County General Fund 151,560 i $50,000 101,56 Schools 151,560 j $25,000 - $126,56 City Sanford 151,560 50,000 101,56 SJWM(Saint Johns Water Management) 151,560 50,000 101,56 County Bonds 151,560 ; 50,000 101,56 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 12/1/2015 1 08606 0527 203,900 Yes Improved WARRANTY DEED 3/1/2009 07158 1091 18,821,500 No Improved - Find Comparable Sales wthin this Subdivision Land 1 of 2 1/12/2016 12:04 PM I SUN STATE SIDING, INC. 510 LAKE LENELLE DRIVE CHULUOTA, FL 32766 407 830-7778 phone 407 365-3194 fax Submitted to: Judy Dennis 225 Seminole Blvd West, Unit # 211 Sanford, FL 32771 PROPOSAL State License SCC048423 PROPOSAL# 1 DATE 12/30/15 Job Location: SAME We propose to furnish all the materials and perform all the labor necessary for the completion of. Furnish and install screen enclosure at entry lanai $1025.00 including custom screen door (3' x 6' 8") with "Tasman" locking handle, Q1500 style door manufactured by PCA Products, Inc. Site specific engineering plans & City of Sanford permit $ 300.00 COLOR: BRONZE All material is guaranteed to be as specified and the above work to be performed in accordance with the drawings and specifications submitted for the above work and completed in a substantial workmanlike manner for the sum of: $1,325.00 With payments to be made as follows: FULL PAYMENT UPON COMPLETION (we accept CASH or CHECK only) Any alteration or deviation from the above specifications involving extra cost will be executed only upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado, and other necessary insurance upon the above work. Workman's Compensation and Public Liability insurance on above work to be taken out by Sun State Siding, Inc. THERE WILL BE A $50.00 BOOKKEEPING CHARGE IF THE INVOICE IS NOT PAID IN 30 DAYS. Submitted by This proposal may be withdrawn by us if not accepted within DONALD G. GEISSLER, JR., PRESIDENT 30 days. ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to perform the work specified. Payment will be made as outlined above. r - ism 3 Piinted-Name u,c ti Y) V\ S 2"/7-4t I r VT. I, I T 11 1 I 11 11 9 A 1 t Plan Types: Screen Room Pool Screen/Cage Car Port Patio Cover Other: RECORD COPY JAN 2 8 2016 DALUMINU A.ivMlnium & Cqnst(ucilfon E.nDino ri g REVIEWED FOR CODE COMPLIANCE PLbNS EXAMINER DATE SCREEN FILL-IN Reference. GATEWAY 211 Newly I Revision Project Address: 225 W. Seminole Blvd, Unit #211 City: Sanford, FL 32771 Contractor Name: SUN STATE SIDING, INC Address: 510 LAKE LENELLE DRIVE City: CHULUOTA, FL Zip Code: 32766 Date: 1/4/2016 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 Phone/Fax: 407 830-7778 office, 407 461-9926 cell/407 365-3194 fax Email: sunstatesiding@aol.com Choose One: Mail Pick Up Fed Ex* 2 No of Copies For FedEx option go to iv«,%v. aluminumscreendesign. com and provide FedEx account #) Payment:, Check Credit Card"[? For Credit Card option go to iwAv. ahuninumscreendesign. coin. to pay by credit card) Engineering prepared by: e w/No USANFORDLi LjLjz%s 16- . Engineer: Michael Thompson, MSc, P.E. (P. E, #47509) 3 6 3 5200 Vineland Road- Suite 250 Orlando, FL 32811 Off 407-529-3300 Cell 407-721-2292 Project Manager: Paul Thomas 386-479-9504 Fax 888-923-8181 Emait aluminumscreendesign@yahoo.t cm Website: www.aluminumscreendesign.com CA#30930 NIP 1uryow7'A 17W.WkIIMNIiwlmlY 9 SCREEN-VESIGNDAIUM11101n & Constrodtion ngineorjngLJZA Ultimate Wind Speed (mph): 130 Exposed Category:? C Risk Category; Screen Room Insulated Pan Roof Fascia. Wall: Block Conventional Uprights X Top Plate X Kick Plate Pool Scree!!/Cage: Dome Gable Mansard Gutter Wall: Block Conventional Beams X Uprights X Purlin X Car Port: Insulated Pan[--] Fascia Wall: Block Conventional Beams X Post X Patio Cover: Insulated Pani Fascia Wall: Block Conventional 0 Beams X Post X C oncrete: Existing New: 4" Slab Pier Ribbon Footer X Pavers Other: screen wall fill-in with one door Note: In the event that there is a conflict with the design plans and the 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. 11 MSR VIEl AUMINUM SCREEN VESIONOASD'Alus"n'UMPtxi sz,a,.€,Y4 t1 9ssrPnQ 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) (35 ps, ) 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 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 oASDy L ,Yil .ii,i l' .3L '&-Ril3t . i i3ChX1 i i iQ9w7 f3 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'-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 %" Reinforcing Steel: Conform to ACI 318 and 315, Latest edition All reinforcement steel shall be ASTM A615 Grade 60. Smooth dowels & ties shall be ASTM Al 85 Welded Wire Fabric shall be ASTM A185 or A82 (Flat sheet). Deformed bar anchors shall be ASTM A496, Grade 70 Cover: Footing 3" Washer: Washers shall be used under bolt heads and under nuts. Hole Alignment: Poor matching holes must be rejected. Contractor shall prevent holes from drifting and distort the metal. All chips and foreign matter between contacting surfaces shall be removed before assembly. 5200 Vineland Road., Suite 250, Orlando, FL 32811. (P) 407-529-3300 (F) 407-529-3310 www.aluminumscreendesign.com 00 AtUM1N0M$CREI5N=tG" at.u t3 t s.m -3C lz r;tr a t$Yr €r•€trd c ng 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. 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. 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 I I FT ATIL-iI I'I 1111I 1 Ifs' 4"`ROF1i 6L\%, tl x 5"T . ( Sf8 ! t c.r.0 z)(4 iizFii 3i'' ) z".. Ib ria(TiL£7 Pffi'iiu piH Vo I(- SC,eftJ W t.t. jai - ! 1-1 tc .. • In the eWd of a con%d in meMber sees shorn on wAt iC sfly fm P1m sod"general notes, the contractor must utilize the more etrinvml momber size naq Iwe*. I Z14`1 axZ jXZ 7J% 4z - k ZXZ SUN STATE_SIbING: INC' y 510 LAKE LENELLE DRIVE, J tz flDf?aG CHULOOTA, FL, 32766 DONALD G. GEISSLER, JR. SOC648423 407 830-7778 PHONE1407 365-3194 FAX ALUMINUM SCREEN DESIGN 2 HINGE 2X2 POST .046 OR GRF,ATER HINGE LOCATIONS SCREEN DOOR FULL Z OR DOOR JAM STANDARD DETAIL EACH DOOR IS SCREWED INTO UPRIGHTS WITH #10 1" 6" FROM ENDS 24" 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. OALUMINUM FRAME IS ATTACHED TO BLOCK WITH 2-1/4" X 1/4" 10 2" IF TO WOOD STRUCTURE) 6" FROM ENDS 24" O.C. CHAIR RAIL & UPRIGHTS ARE ATTACHED WITH EITHER: BLIND SCREWED WITH (3) #10 3", CAPRI CLIPPED WITH (4) #10 1" PER CLIP BLIND CLIPPED WITH (4) #10 1" PER CLIP KICK PLATE IS ATTACHED TO STRUCTURE WITH #10 1" 6" FROM ENDS 18" O.C. ALUME\ UMSCREENDESIUN.COM DESIGN STATEMENT MICHAEL THOMPSON AL SCREENDESIG'N METAL IS .046 THICKNESS OR GREATER, ALLOY IS 6005-T5 5200 VENTELAND RD. ALL TAPCONS SHALL PROVIDE MINIMUM OF 1 1/8" EMBEDMENT DEPTH SUITE025@i TAHOO • COM THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE TO MEET THE REQUIREMENTS OF THE 2014 (5TH EDITION) ORLANDO UI ' E 25 811PHONE #: 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. i # 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 30930 GATEWA.Y.A:T R1'VERWALK. PHASE 1 KURBIA COAMOMIMUM C HEE?' 21 OF 74 FIRST AAMNMIWENT ' d LOCATED IN SECTION 25, TOWNSHIP Z 9 SOUTH, r RANGE 30 EAST iT I1I'r# 2 C17YOF SANFORD, SEMINOLE COUN Y, FLORIDA - MODEL 8 73 UNIT "1212"- 1 I v ` 65.0' '3 C 28.3' 14.8' 9.5'j t 7.5' n s a - 10.0' w o 8.6' 5.1' .3 1 4. S CD o K' d 14.3 23.8' tri 1' N UA c N oCV E v 5So jJ16.2' 16.2' TV 1' 8.6 6.0 12.0 11 I GRAPHIC SCALE 10 0 5 10 20 IN FEET ) 1 inch = 10 f UNIT "1210" UNIT PLAN "F6" Square Footage Total: 1,993 sf FRONT{ RIGHT I LEFT I REAR v -- z W W J w z O O 0 W H NOTICE. THIS DRAWING 1S AN AS -BUILT OF THE CONSTRUCTED UNIT BASED UPON DRAWINGS PREPARED BY CLFHACI & PETERSON ARCHITECTS FOR PROJECT 1202244.1. DIMENSIONS SHOWN HEREON ARE IN DECIMAL FEET PLEASE NOTE. - SQUARE FOOTAGE TOTALS ARE BASED THE UPON PRE-CONMUC71ON ARCHRECHTUAL. PLANS OVERALL UNTr DIMENSIONS. REQUIRED INSPECTION SEQUENCE , . BP# 1I,- S6-; Address: ?_Z'5 LJ,, S'_N4.1&to* BUILDING !PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) REVISED: June 2014 E+ I.ECTRICa\L P1ERMIT , Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final ftwawc Min Max Inspection Descriptiontion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final IMECHAN.ICkl, WLERMI T Min Max Inspection Description Mechanical Rough Mechanical Final Min lOgax Inspection Description Gas Underground Gas Rough Gas Final