Loading...
HomeMy WebLinkAbout2205 Brookridge Trl 17-2358 (screen room)f BUG 0 3 2017 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ n --L36,g 730. oa Job Address: 205- 19mok- r 1A 7r'. Historic District: Yes No,; Parcel ID: /b - 2© - 30 - T l q - Onnn - o 660 Residential ® Commercial Type of Work: New 9 Addition Alteration Repair Demo Change of Use Move Description of Work: 6 ' d SG^ -"-1A Plan Review Contact Person: Va to A,-V_ev5 Title: 0>ri c e cc ss%s, Phone: 407 " 9u 5-- 005- Fax: 14011 -e— Email: Property Owner Information Name 0a o 1 e 11 ,-P- C;VOk yl Phone: Street: 2 20 S" Trod Resident of property? City, State Zip: Sc4, &,.rl rL 3 :2,:77 3 Contractor Information Name C eti, t_& l F/o, i dq 5c y e ea_4 LLC, Phone: 407 - q q 5- - 60055 Street: 2V/5- tn7 /Ir%se /Zd, sTe 102A Fax: jQ,, A e City, State Zip: n e aT %1. 3)_713 State License No.: SCC 130 5-02 23 Architect/Engineer Information Name: % ; u , C41`1 Pay r LL L Phone: Street: 4 y5 L w„ew; %r,. 5, i e_ 1319 Fax: City, St, Zip: 3 c/;S p E-mail: Bonding Company: Address: 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: 51' Edition (2014) Florida Building Code 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. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date 40 Owner/Agent is Personally Known to Me or Produced ID Type of ID 513,1117 Signature of ?,tractor/Agent Date f7 e: CHRISTIE ROTH MY COMMISSION # FF992849 EXPIRES May 16, 2020 Contractor/Agent is Personally Known to td ar . Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical 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 ## oaf Heads S'"4 k APPROVALS: ZONING: - UTILITIES: ENGINEERING: COMMENTS: FIRE: it 9* x in, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: SE g'*/• /7 Revised: June 30, 2015 Permit Application Email To Customer? Yes Deposit Final Payment 692.00 $1, 038.00 Total Project Cost 1,730.00 Signature below confirms your agreement to the terms at the top of this document. Signature Of Homeowner THIS INSTRUMENT PREPARED BY: Name: Nathan M) Alr" eyerrs.- Central Florida Screens LLC Addres to """N' ' Permit Number: Parcel ID Number: 10-20-30-514-000-0660 GRANT NALOY7 SEMINOLE t-LiIJNTY CLERK OF CIRCUIT COURT & CONPTROLLER. BK 8952 i''9 9.7 (lFgs ) CLERK'S Y 2017071085 RECORDED 07''13I2j11? i11:2F. F'I1 REi;ORD1NG FEES ¢•111.00 RECORDED BY hde•:_ ore 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. DESCRIPJION OF PROPEL Leg I ri ti o e operty and street address if available) Ft 32773 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of screen enclosure 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Danielle Gordon 2205 Brookridge Trail, Sanford, FL 32773 Interest in property: Owner Fee Simple Title Holder (if other than owner listed above) 4. CONTRACTOR: Name: Central Florida Screens LLC Phone Number: 407-995-6005 Address: 2845 Enterprise Rd, Ste 102 A, DeBary, FL 32713 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., Florida Statutes. Address: 8. In addition, Owner designates Phone Number: 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. 10M A i e signature of weer or Lessee, or 0 is or Lessee's (Print Name and Provide Signatory's Title/Office) Authorized Officer/Director/Partne Manager) , State of r) 0Y' ,do-\ County orseiY%\ t. l 6 U— The fore goin g Instrument was acknowledged before me this j Name of pe; Ze king statement who has produced identification of Identification produced: Y LAILIM HADUY NOTARY PMUC STATE OF FLOMDA Cornn* FF NcE19 Expires v26MIS day of i' Y Who is personally known to me 0 OR r L JV Berx W 64880' teor Jnr c. Land Surveyors 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808MemberoftheFloridaSurveyingandMappingSocietyandAmericanCongressonSurveyingandMapping Lot 71 4x4.5' Transformer CIL Brook City of Sanford 0 w Map of Survey CURVE TABLE a M17. elta 0275' 1T45' 70'f0' 0'f0- Tract A Multipurpose Easement S 00 04853" W YQ.2 nn Inlet P , Multipurpose Easement LEGAL DESCRIPTION Lot 66, f " Reserve at Loch Lake" according to the plat thereof as recorded in plat book 76 at page(s) 27 of the public records of Seminole County, Florida. 33 FLOOD HAZARD DATA: The parcel shown hereon lies within flood zone X" according to the Flood Insurance Rate Map community panel number 120294 007OF dated 09-28-2007. Flood Zone determination was performed by graphic plotting onto Flood Insurance Rate Maps prepared by FEMA. There has been no field surveying performed by this firm to determine this flood zone. This is the professional opinion of Heir & Associates, Inc. The lender (if any) makes the final determination as to the requirement of Flood Insurance or not. We assume no responsibility for actual flooding conditions. General Notes: 1. This is a BOUNDARY Surveyperformed-inthe field on 12• _ 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/ aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights - of -way of record whether depicted or not on this document. No search of the PublicRecordshasbeenmadebythisoffice. 6. The legal description shown hereon is as fumished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. 8. Copies of this Survey may be made for the original transaction only. Denotes34" iron rod with plastic cap marked LB4937, or 34' iron rod with red plastic cap marked "Witness Corner, unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument 0 2013 Herx & Associates Inc. Ali rights reserved Certification: Not valid without the signature and Me original relsed seat of a Florida licensed'surveyor ,d Mapper T y meets therequ r (s;tt,heFlorida MiniA.Technical Standards s contained in Ch j& ," 7 Florida Admlive Code. 03rae L. Przemieniecki, P.S.M. Regi red S yor and Mapper No. 6o3o Herx & Associates Inc., State of Fonda B 49 1. 11.1 UU xto 0 o ml 7 qj / m OC 6 Set N& O 4 Jam/ eb% XI Building 14 1 Address: 2205 Brook Ridge Trail l BEARING BASE: Bearings shown hereon are referenced to the Southerly plat boundary of Reserve at Loch Lake as being S 89"182r E. Vertical datum is based on engineering plans provided by dient, prepared by Evans Engineering, Inc. Job # 22501. Legend ID Temporary Benchmark O/S Offset assumed datum) O.R.B. Official Records Book BOW Back of sidewalk PS Plat Book C/ L Centerline PC Point of Curvature Central or (Delta) Angle PCC. Point of Compound Curvature CALC Calculated P.C-P. Permanent ConW Point CB Chord Bearing PG. Page CD Chord P.R.M. Permanent Reference Monument C. M. Concrete Monument PrL Property Line EL or ELEV Elevation (Proposed) P.O.B. Point of Beginning FINAL EL Elevation (Measured) P.O.C. Point 61 Commencement FD. Found PI Point of Intersection Fin . F1' Bev. Finished Floor Elevation PRC Point of Reverse Curvature I. P. Iron Pipe PT Point of Tangency I. R. iron Rod R Radius L Arc Length RAD Radial Line LB Licensed Business RES. Residence LS. Land Surveyor R4V Right -of -Way Mee Measured TBM Temporary Benchmark AIUN& D) Nail and Disk TYR Typical N. R. Not Radial Fence symbol (see drawing) X— X- Fence symbol (see drawing) Certified To: Pohl & Short, P.A. Commonwealth Land Title insurance Company Danielle R. Gordon Mattamy Home Funding, LLC Drawn by: CM Checked by: DP Prepared for. Mattamy Homes Job Number. 11-005-02 Scale: 1"330, Plot Plan Performed: 07-0512 Formboard Survey. 08-15-12 Foundation Survey. 09-12-12 Final Survey: 01-09-13 Revisions: CONTRACTOR: CENTRAL FL SCREENS DESIGN CRITERIA: APPLICABLE CODES, REGULATIONS & STANDARDS: 13HE 2014 FLORIDA BUILDING CODE, 5TH EDITION SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CHAPTER 23, WOOD AND AA ASM 35 and AA ADM 1 2. ASCE 7-10. WIND LOADS 1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE 1604.5: RISK CATEGORY 1. 2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEED: 140 MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: B 3. SCREENED ROOF ENCLOSURE TABLE 2002.4 FOUNDATION DESIGN FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING OTHER DETERIORATION. SPECIFICATIONS THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT: 1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN THE SCREEN ENCLOSURE SCOPEOF NOT, BY ONE OR MORE REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE APPLICABLE: a. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING COMPONENTS: i. PORTLAND CEMENT TYPE 1 - ASTM C 150 ii AGGREGATES - LARGE AGGREGATE 3/4 MAX. - ASTM C 33 iii. AIR ENTRAINING +/- 1% - ASTM C 260 iv. WATER REDUCING AGENT - ASTM C 494 v. CLEAN PORTABLE WATER vi. OTHER ADMIXTURES NOT PERMITTED b. METAL ACCESSORIES SHALL CONFORM TO: i. REINFORCING BARS - ASTM A615, GRADE 60 ii. WELDED WIRE FABRIC - ASTM A185 c. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3" OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT PERMITTED. d. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3 INCLUDING HOT WHEATHER RECOMMENDATIONS. e. MOIST CURE OR POLYETHYLENE CURING PERMITTED. f. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE ARE FOR TERMITES IN COMPLIANCE WITH THE FBC. g. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER. 2. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY. 3. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER ZINC PLATED. 4. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS. 5. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH 12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER 6. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 INCHES. 7. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC R4101.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS. 8. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS APPROVED BY FLORIDA ENGINEERING LLC. 9. DOOR LOCATION SHALL BE DETERMINED BY CONTRACTOR IN THE FIELD. 10. ROOF BRACING SHALL BE A MINIMUM 2"x2"x.050". 11. WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI GROUT WITH BONDING AGENT 12. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN. HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE OR EQUAL) TYP. ALL LOCATIONS 13. INTEGRITY OF STRUCTURE SHALL NOT BE COMPROMISED w/ THE ATTACHMENT OF THE PROPOSED STRUCTURE RECORD COPY 1x2 SI'dFi PD BUILDIN DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE ALICENSETOPROCEEDWITHTHEWORKANDNOTASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SETASIDEANYOFTHEPROVISIONSOFTHETECHNICALCODES, NOR SHALL ISSUANCE OF A PERMIT PREVENTTHEBUILDINGOFFICIALFROMTHEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE REVIEWED FOR .CODE COMPLIANCE SCALE: NTS PLANS EXAMINER DATE 1 7 - 2 3 5 8 UILp/tiC SA NFORD FpgRTM HOST BLOCK WALL 032x3"x12" RISER PANS 4'-1' SLOPE (MIN.) 10'-0" X X X CV CV CV 2x2 2x2 16" .024 KP 16" .024 KP 5'-0" T 5'-0"-- ni not j 8'-0" 1x2 O i 00 r O N O 10 M O ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2 X 2: 2"X2"X0.044" 2 X 3: 2"X3"X0.050" 2 X 4: 2"X4"X0.050" 2 X 5: 2"X5"X0.050" OPEN BACK SECTIONS 1 X 2: 1"X2"X0.044" 1 X 3: 1"X3"X0.045" SNAP SECTIONS 2 X 2 SNAP: 2"X2"X0.045" 2 X 3 SNAP: 2"X3"X0.050" 2 X 4 SNAP: 2"X4"X0.045" SELF MATING (SMB) 2 X 4 SMB: 2"X4"X0.044"X0.100" 2 X 5 SMB: 2"X5"X0.050"X0.100" 2 X 6 SMB: 2"X6"X0.050"X0.120" 2 X 7 SMB: 2"X7"X0.057"X0.120" 2 X 8 SMB: 2"X8"X0.072"X0.124" 2 X 9 SMB: 2"X9"X0.072"X0.124" 2 X 10 SMB: 2"X10"X0.092"X0.398" CHANNELS 1.5"x2.12 5"x 1.5"x.045 2"x3.125"x2"x.045 DETAIL A 4) #10 x 1-1/2" SMS INTO SCREW BOSSES w PURLIN, GIRT, HEADER OR SILL 1.11c4m FOR PANS 1/4" X 2" TAPCON (OR EQUAL) W/ 5/8" NEW -WASHER THROUGH "BOX END" OF PAN 3) PER PAN FOR COMPOSITE PANELS 12 X3/4" SMS 12" O/C T/B 12 x 2" SMS 12" O/C (INTERNAL) 050 - 3" RECEIVING CHANNEL FASTEN TO MASONRY WALL W/ 1/4" X 3" TAPCONS 18" O/C (INTERNAL) FASTEN TO WD WALL W/ 1/4" X 2-1/2" GALV LAG SCREW 18" O/C ALUMINUM INTERNAL OR EXTERNAL RECEIVING CHANNEL w/(4) #10x.75" INTO GIRT OR PURLIN & (2) #14x.75" INTO BEAM OR UPRIGHT 0.D62 ANGLE CLIPS MAYBE USED UPRIGHT, BEAM -SNAP, SELF MATING, OR HOLLOW DETAIL "C" - GIRT OR PURLIN TO BEAM OR POST DETAIL SCALE: NTS DETAIL: COMP. PANELS/ PANS ROOF TO MASONRY OR WOOD HOST SCALE: NTS 1/8"xZK2N ANGLE 5032 H-32 ANGLE ROOF PER PLAN HOST m O COL PER X 3 CHAIR RAIL PER I m 0 0 x x 1/4"X2-1/4" TAPCONS @ 24" O. C. 2" X 2" PER PLAN ATTACH TO ROOF PANELS W/# 12 X 2-112" SMS 12' 0/C ALTERNATES FOR C TO 2"X2"AT HEADER 1- DETAIL C 2-( 4)#10X3"SMS THROUGH MEMBER INTO COL SCREW B 3- NOTCH COL TO R BEAM FASTEN W/ 2) W THRU-BOLT 1 " X 2" FASTEN TO ADJOINING WALL V 12 X 1-1/2" SMS 18" O/C __ EXISTING CONCRETE TYPICAL SIDE WALL DETAIL: SCREEN ROOM END WALL SCALE: NTS SELF - MATING OR SNAP SECTION TYP. 2 -# 12 SMS INTO COLUMN 1"x2" O.B. BASE PLATE-TYP. 1/ 4" MASONRY ANCHOR EACH o o ANGLE - EACH SIDE COL. 2-1/V MIN. CONC. I o o ANCHOR EMBEDMENT I MIN 4" SLAB 3000 PSI 2" MIN. INCREASE DISTANCE CONC. w/FIBERMESH WHEN GREATER THAN 2x4 UPRIGHT IS USED CONC. FOOTING BELOW SIDE VIEW NOTE: WHERE PAVERS ARE PRESENT USE 5/16" TAPCON XL (RED HEAD MFG.) MASONRY ANCHORS TO PENETRATE UNDERLYING CONCRETE FOOTING 2-1/4" (MIN.) MASONRY ANCHOR AT C 'I ATEACHANGLE ' 2 - #12 SMS 1/ 4" TAPCON XL (RED HEAD MFG. OR EQUAL) 2 @ lx2 BASE 2 @ SLAB (BEYOND) 1" x2" BASE PLATE ANCHORED TO CONC w/ 1/4" MASONRY ANCHOR 6" MAX EACH SIDE OF POST AND 24" O.C. MAX CONC. FOOTING BELOW FRONT VIEW NOTE: FOR 2x3 UPRIGHT TO DECK USE DETAIL " B" - 2"X4" OR LARGER SELF MATING (1) 1/4" MASONRY ANCHOR @ BASE PLATE E/S UPRIGHT TO DECK DETAILS SCALE: NTS ADJOINING BEARING WALL FOR ALUMINUM PANS 12 X 2" SMS THROUGH BOXED END": INTO WD FASCIA 3) PER PAN FOR COMPOSITE PANELS 12 X3/4" SMS 12" O/C 12 x 2"(intemal) 12' O/CBEAM PER PL 040 x 3" U- header" COL. PER PLAN WHERE MIDPOINT COL. IS INDICATE[ CHAIR RAIL PER PLAN FASTEN PER DETA WHERE PAVERS ARE PRESENT INSURE PENETRATION INTO UNDERLYING CONC. OF 1 1/2" MII` WHERE KICK PLATE IS INDICATED --- FASTEN W/ #10 X 9/16" SMS 8" O/C AT PERIMETER FOR PANS 12 X 9/16" SMS W/ 5/ 8" NEO-WASHER-(3) PER PAN FOR COMPOSITE PANELS 12 x PANEL THICKNESS SMS PLUS V LG.) W/ 1-1/2" NEO- WASHER @ 12" O/C DETAIL: SCREEN ROOM FRONT WALL SCALE: NTS COVER END PANEL 2) 1/4" THRU-BOLT ALTERNATES FOR DECK ATTACHMENT SMB - PER DETAIL B 1/ 8" X 3" RECEIVING CHANNEL 2) 1/4" X 2" QUICKSET INTO CONC. 2) # 14 X 9/16" E/S COL. 118" X 2 X 2 X COL SIZE ANGLE 2) 1/4" X 2" QUICKSET INTO CONC. 2) # 14 X 9/16" E/S COL. FOR WOOD DECK ALL FASTENERS TO DECK 1/ 4" X 2 1/2" GALV. LAG BOLT N O REQUIRED INSPECTION SEQUENCE BP# 11- Z5 SAS BuiLIDING ]PERMIT Min Max Inspection IlDescri pion 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 Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) Address: evor—P.xt)C IELECT.RICAL_P.E 2MIT Min Marc I ection Descri tlon Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final A"" v'*st1M"4x r„ 5 f. v—.3.}.wTM.bY a T.79, 'M`,,,,yyti15ryv: nr z 4w Min Max Ins ecti®n IDescri tlon Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL ) PERMI-T Min I Mays Mechanical Roug Mechanical Final Gas Unde Gas Roug Gas Final REVISEID: June 2014