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Home My WebLink About428 Summerlin Ave• (% CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: /C—,, —/(p F V Documented Construction Value: S 6500.00 Job Address: 428 Summerlin Ave Historic District: Yes ❑ No ❑ 30-19-31-525-0000-0650 Parcel ID: ResidentialEl Commercial ❑ Type of Work: New ❑ AdditionEl Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: Install W elite roof with Super Gutter. Area under roof to be filled in with Bronze Aluminum structure and Phifer 18x14 Plan Review Contact Person: David Judkins Title: Phone: 407-687-1341 Fax: Email: screenplease@gmail.com Name John Whylings Street: 428 Summerlin Ave. City, State Zip: Sanford FL 32771 Property Owner Information Phone: Resident of property? :. Contractor Information Mike Hekkel NamebeCA'PrOSW' L 11t✓ Phone: 386-804-2602 Street: 3243 Scenic Woods Drive Fax: City, State Zip: Name: Street: City, St, Zip: _ Deltona FL 32725 Bonding Company: Address: YES State License No.: SCCO45065 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY "SULT 1N 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. 1F YOU. &IfND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORD1NrG, OUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 &ulating 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: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application ,A% 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,., �1q � l� Signature of Owner/Agent Date Signature of Co etor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID khkf Rey*d Print Contractor/Agent's Name of Florftf unm rr^�^'Obate I No ory Puolk - Sgto of Florlds My Comm..Explm Mar 15.2017 Colt ndnlion # JE 855332 Tondo 1Moo NOW [blur A60. I 1b Contractor/Agent is i'` Personally Known to Me or Produced ID Type of ID 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: X20- ICn ' UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: Ok to install 22'x 20' (440 square foot) screen room as shown on plan. Meets area and dimension regulations for SR-1AA zoning district. Revised: June 30, 2015 Permit Application 5/12/2016 SCPA Parcel View: 3D-1331-525-0000-0650 Property Record Card CIA Parcel: 30-19-31-525-0000-0650 Owner: WHYLINGS JOHN J & CYNTHIA A �r sotk+nROrta Property Address: 428 SUMMERLIN AVE SANFORD, FL 32771 Parcel Information Parcel 30-19-31-525-0000-0650 Owner WHYLINGS JOHN J 8 CYNTHIA A Property Address 428 SUMMERLIN AVE SANFORD, FL 32771 Mailing 428 SUMMERLIN AVE SANFORD, FL 32771 Subdivision Name FORT MELLON Tax District S1-SANFORD DOR Use Code 01 -SINGLE FAMILY Exemptions 00-HOMESTEAD(2016) �o] a 3 Seminole County GIS Legal Description LOT 65 + N 29.35 FT OF LOT 66 FORT MELLON PB 3 PG 69 Taxes Value Summary Tax Amount without SOH: $589.00 2015 Tax Bill Amount $585.51 Tax Estimator Save Our Homes Savings: $3.49 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2016 Working Values 2015 Certified Values Valuation Method CosUMarket Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $54,579 $41,455 Depreciated EXFT Value $74.640 $49,640 Land Value (Market) $20,061 $20,061 Land Value Ag County Bonds Just/Market Value " $74,640 $61,516 Portability Adj 1,356 ( SIDING Save Our Homes Adj $0 $445 Amendment 1 Adj P&G Adj $0 $0 Assessed Value $74,640 $61,071 Tax Amount without SOH: $589.00 2015 Tax Bill Amount $585.51 Tax Estimator Save Our Homes Savings: $3.49 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value Page County General Fund $74,640 $49,640 $25,000 Schools $74,640 $25,000 $49,640 City Sanford $74.640 $49,640 $25.000 SJWM(Saint Johns Water Management) $74,640 $49,6401$25,000 County Bonds $74,640 $49,640 1$25,000 1,356 Sales Description Date Book Page Amount Qualified VaGlmp WARRANTY DEED I 2/1/2015 108413 1 14E I $70,000 1 Yes Improved Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 89.001 138.001 0 1 $230.00 1 $20,061 Building Information Is Rad/Rath recant inrnrrart9 Mirk Harp # Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages Actual/Effective 1 SI GLFAMILIE 1952/1960 6 2 I ],� 1,356 1,584 1,356 ( SIDING $54,579 $87,326 Description Area GRADE 3 MtpJ/parceldetail.scpafl.orgfParcel Detai I Irdo.aspx?PID=30193152500000&50 1/2 C FLI SCREENS. Lanai Below is a description of the services quoted to be rendered to you. This quote will serve as an invoice upon completion of the job as well. Prices do not change unless the customer requests something above what is detailed below, or if measurements change. Name John Whylings Phone Email (484) 767-6266 christie@cflscreens.com Address 428 Summerlin Avenue, Sanford, Florida 32771 Room Type Pool Enclosure Insulated - $13.00 No - $0.00 "L" Shaped Roof? No Roof Type With Riser Color Bronze Kickplate 16" Kickplate - $100.00 Doors One Door Attach To: Fascia Picture House Soffit Height (Inches) Soffit Depth (Inches) Width of Roof (With Overhang) 21 Depth of Roof (With Overhang) 23 JUN,. 1-fi fell Roof 1 Riser Height 2 Room Cost $6,500.00 Cost (without permitting) $7,471.00 Concrete Existing - $0.00 Permit Required? ($250) Yes Email To Customer? No Total Cost $6,750.00 Notes 18' will be covered wi Si natur Pool Enclosure Cost $0.00 Jobsite Pictures Survey screened in walls and 4' will be left open without screen and 1' eve on either side. J THIS INSTRUMENT PREPARED BY: Name: Address: NOTICE OF COMMENCEMENT Permit Number: Parcel ID Number. 30-9-31-525-0000-0650 i ililii ��lil Ilill Illli IIIA VIII IIII lith 11ARYANNE MORSE► SEMINOLE COUNTY CLEK- OF CIRCUIT COURT & COMPTROLLER BY, 8708 F9 389 01`9s) CLERK'S : 2016062093 RECORDED 06/15/2016 01.24:.t I'I'I RECORDING FEES $10.01.1 RECORDED BY hdevoie 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. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Install 3" composite elite roof with super gutter. Area under roof to be filled in with Phifer 18x14 mesh screen with bronze aluminum uprights. 2N GENERAL DESCRIPTION OF. MPROVEMENT: L17r(c5 ... L`1 F -'T o F- I --OT 40(o Fo i;CT M. E I_L. or'j P 6 3 FL -7 to 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: John Whylings Interest in property: Owner Fee Simple Title Holder (if other than owner listed above) Name: Address: 4. CONTRACTOR: Name: Central Florida Screens LLC Phone Number. 407-687-1341 Address: 637 S. Charles Richard Beall Blvd. STE 2 Debary FL 32713 S. 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. Name: Phone Number. Address: 8. In addition, Owner designates of to receive a copy of the Lienors 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 RECOR Eq ANp� 7 ' E JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR ENDER OR N�ATTO EY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 1 -»I&A W JdV\n 7 Wln..t�tn�a C (Sig re of Owner ais ee or Less's (Print Name and Provide Sig 's TA ) AuUwdzed Ofter 'raga ermaneger) State of County of The foregoin [instrument was, acknowledged before me this day of / I`Tr1 . 20 - by //1� .� �� ✓�/�✓�rS . Who is personally known to me D OR who has produced identification 'JUN 16 2016 CMFIED COPY- MARYANNE MORSE CLERK O 1 THE CIRCUIT/41=4T AND type of Identification produced: '0 lz NOTARIAL SEAL Teresa A. Dartouzos, Notary Public liellertown Boro, Northampton County My Commission Expires May 17, 2017 LIMITED POWER OF ATTORNEY BE IT KNOWN, that Mike Hekkel (Design Pros Inc) has made and appointed, and by these presents does make and appoint Christie Roth (Central Florida Screens LLC) and/or David Judkins (Central Florida Screens LLC) true and lawful attorney for him/her and in his/her name, place and stead, for the following specific and limited purposes only: To obtain building permits Giving and granting said attorney, full power and authority to do and perform all and every act and thing whatsoever necessary to be done in and about the specific and limited premises (set out herein) as fully, to all intents and purposes, as might or could be done if personally present, with full power of substitution and revocation, hereby ratifying and confirming all that said attorney shall lawfully do or cause to be done by virtue hereof. IN WITNESS WHEREOF, I have hereunto set my hand and seal this �- day of 2016. Signed, seale and delivered in the presence of: Contractor Mike Hekkel State of Florida County of . 4 6-� -a The foregoing instrument was acknowledged by me this jl�L-kay of 2016 by: D o \ �2 ��` who is/are personally kao►, n by me or who has/have produced: as identification and who did not take an oath. • � eal) Notary Public —.4bodbaAm -6.0 State of Florida My commission expi ��•.� �,,,�� DEBORAH TINCHER Notary Public - State of Florida _. My Comm. Ea011e8 Mar 15- 2017 Commltaloo # gE 855332 �'' r� OOfldad Throupn MltlonM �y Atte. Revision ❑ Response to Comments Permit # Project Address: I Contact: Ph: Email: Trades encompassed in revision: ❑ Building ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Sub ittal Date Fax: General description of revision: _- ((- ;9ack,eb (�6 h-. Vr J U-,- a �- ROUTING INFORMATION Department Approvals ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention 0 Building CITY OF SANFORD BUILDING AND FIRE PREVENTION. DIVISION 300 N. PARK AVENUE SANFORD� FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-1688 Date: June 23, 2016 Contact Person: Contact Fax Number: Contact E-mail Address: screen please(a,gmail.com Project Description: Screen Enclosure Job Address: 428 Summerlin Ave The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected plan sheets and/or supplemental information as requested. Provide two conies of affected Plan sheets anrdor supplemental information as requested Permit submittals will not be accepted without two copies. COMMENTS: 1. Two copies of Florida Product Approval and associated Installation Instructions are required to be submitted for review for the elite roof. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Please direct any questions you may have to Steve Fiorey at 407-688-5065 or by E-mail at steve.fiorey-(@sanfordfl.gov . Office meetings wilir the plans examiner will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey Residential Plans Examiner City of Sanford Aluminum Structures Permit Application Checklist L� '7'W'01' All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value of the project. Copy of applicable contractor's license issued by the State of Florida. A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Completed and Signed Owner Builder Statement / Affidavit (if the owner is the applicant). Two (2) site plans indicating proposed location. Two (2) copies of the signed and sealed engineered drawings. Wind design data required on drawings per FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category I buildings OR Two (2) copies of previously mastered filed plans. Indicate all details and options that apply. Two (2) copies of a site specific layout for the structure with minimum 1/8" per foot scale. Include all framing sizes and types. Include any electrical devices to be added. Two (2) copies of Florida Product Approval, including manufacturer installation instructions and product evaluation reports, for composite or elite roofing systems. (If applicable) For Sunrooms — must designate specific Sunroom Category on the signed and sealed plans, in accordance with FBCR R301.2.1.1.2 Contact Person information entered in Naviline? Application forms stamped received and initialed Revised.• February 2015 REQUIRED INSPECTION SEQUENCE ]BP!# It. • V-9& Address: 44%s2 4:;puM.&vrA.L ) 1BEJmm-iG PERMIT Min Max Inspection Descri tion Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our 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 ELECTRICAL PERMIT Min Max IIns ection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final MECHANICAL PERMIT Min Max IIns ection Description Mechanical Rough Mechanical Final Men Maxns ection Description 7,,c,, as Underground as Rough as Final l Revision R( Response to Comments O Br OCT 9 2016 n City of Sanford 'BY u j Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # ILR — ISD 8 � Submittal Date 3f -!M hPif 29 7.11 (n Project Address: 4 2 C) c5 U Mm f r 1*%1a AVE SA n la ycl . FL 37-1-71 Contact: Chris- h ah Sanders Ph: Lir, ` Q 27 - 4q5 I Fax: Email: chr; st i crh sauhr�erS . Cf1 gma i I. Conn Trades encompassed in revision: General description of revision: Building scary-lPri MEE? MCIOLUrf ❑ Plumbing I RX 21 area scne o es-1—►r ❑ Electrical ❑ Mechanical ❑ Life Safety 0 Waste Water Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ROUTING INFORMATION Approvals ❑ Fire Prevention ❑ Building TRACTOR: CENTRAL FLORIDA SCR�t-.o DESIGN CRITERIA: APPLICABLE CODES. REGULATIONS & STANDARDS: 1.THE 2014 FLORIDA BUILDING CODE, STH 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 16090, 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: 8 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 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-ASTMA185 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. I. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE ARE FOR TERMITES IN COMPLIANCE WITH THE F8C. 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 BEA MINIMUM 2"x77L050". 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/ NONSHRINKING SIMPSON EPDXY-TIE (OR EQUAL) TYP. ALL LOCATIONS SCALE: NTS JOB NO. 1615305 REVISED 6/13/16 18' O.A. 72" O.C. 22 2J42+ 2224" -z„7 I ) 19011 HOST 24" O/H 3" .024 x 21-13 COMPOSITE PANELS 3-105-1-114 1/4"-1' SLOPE (MIN.) q? x 6 JUN 1 2016 BY: ' —El EVAT16N 21' x3 EDGE BEAM m m x x N 96" MM x x N 2x2 N 16".024 KICK PLATE (ELEV A) 84" O.C. RECORD COPY HORIZONTAL OR ANGLED BEAM OR PURLIN BEAMS FASTEN PER DETAIL E SHT 3 PURLINS FASTEN PE DETAIL G SHT 3 COL. PER PL 1/8"X7'X2"ANGLE FASTEN TO COL A 2X2 THROUGH ANGLE LEG E/S W/(2) #12X9/16" SMS 2X2 FASTENED TO COL (INTERNAL) W/(4) #10 X— 1-1/2" SMS FASTEN 2X2 TO GUTTER W/#12X2-1/7' SMS 18"O/C AND E/S COL EAVE RAIL SECTION ATTACHED TO BEAM W/ (4) #10 X 1-1/7' SMS INTO SCREW BOSS i 1/2 EAVE RAIL ATTACHED O COL. (INTERNAL) W/ (2)#10 X 1-1/2" SMS FASTENED TO EAVE RAIL r— SECTION WN10 X 1-1/7 SMS WITHIN 6" OF COL. AND 24" O/C #12 9/16" TRANSOM DETAIL 3/8" x 21/7' 3 SCREW 3"X 050 GUTTER STIFFNER @ EA BEAWPURLIN LOCATION AND FOR BEAMS ABOVE 2X7 LOCATE BETWEEN BEAM LOCATIONS REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER .?2Q- ( DATE SANFORD BUILDING DIVISION A PERMIT IS6UED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIUE ANY OF THE PROVISIONS OF THE TECHNICAL CODES. NOR SHALL ISSUANCE OF A PERMIT PREVENT fHE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN I•LANS. CONSTRUCTION OR VIOLATIONS OF THIS CODE 1 2x6 SMB 11%w 14 p In ul N N NN gl)ILD/q,C r 7 7 11 �� (x cv) cx 96 - 1 6 8 8 'FORo M M M # 16 O�AgRTt��1 (ELEV B) 84" O.C. SHT. 1 m O m 00 Go o ..I N VZ Z <o U' .Q? ' . up _ W :(j J * W o�— p �C�� AT Q �? LU Q -ROS W Q Z> LL } 3/8" x 21/7' 3 SCREW 3"X 050 GUTTER STIFFNER @ EA BEAWPURLIN LOCATION AND FOR BEAMS ABOVE 2X7 LOCATE BETWEEN BEAM LOCATIONS REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER .?2Q- ( DATE SANFORD BUILDING DIVISION A PERMIT IS6UED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIUE ANY OF THE PROVISIONS OF THE TECHNICAL CODES. NOR SHALL ISSUANCE OF A PERMIT PREVENT fHE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN I•LANS. CONSTRUCTION OR VIOLATIONS OF THIS CODE 1 2x6 SMB 11%w 14 p In ul N N NN gl)ILD/q,C r 7 7 11 �� (x cv) cx 96 - 1 6 8 8 'FORo M M M # 16 O�AgRTt��1 (ELEV B) 84" O.C. SHT. 1 m O m 00 Go o ..I VZ Z <o w w w J O Lo Zw-p Q �? LU Q 0 W Q Z> LL } w 3:630 F- U z (n LL = z W U (.)�v� 0�� J a I.L. a. U J J z w w a' U (� w > a Q �? W 1 LL Z> LL } w 3:630 it o za o z (n LL = z W U (.)�v� 0 W o' a. ALUb:YUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2 x 2: 7W'4.050, 2 x 3: 2'50"x0.050" " 2 x 4: 2x4 4.050" 2 x 5: 2"x5"4.050" I/8"x2"xrx ANGLE 5032 H32 ANGLE 2 - #12 SMS INTO COLUMN 114" MASONRY ANCHOR EACH ANGLE - EACH SIDE COL--- OPEN OLS OPEN BACK SECTIONS MIN 4" SLAB 3000 PSI 1 x 2: 1")2"x0.044" CONC. w/FIBERMESH 1 x 3: 1"4"4.045" SNAP SECTIONS 2 x 2 SNAP: 2'W"4.050" 2 x 3 SNAP: 2'50"x0.050" 2 x 4 SNAP: 2"x4"x0.045" SELF MATING (SMB) 2 x 4 SMB: 2"x VW.044"x01 W' 2 x 5 SMB: 2"xSW.050"x0100" 2 x 6 SMB: 2'WW.050"x0.120" 2 x 7 SMB: 2"x7 W.057"W.120" 2 x 8 SMB: ZW x0.07ZW.124" 2 x 9 SMB: 2'lx9 .072"x0.124" 2 x 10 SMB: Z'xl0"xO.092"x0.398" DETAIL A CONC. FOOTING 114" MASONRY ANCHOR AT EACH ANGLE '.- SELF -MATING OR SNAP SECTION TYP. 190" 0.8. BASE PLATE-TYP. o'o • o 0 21/4" MIN CONC. ANCHOR EMBEDMENT 7' MIN INCREASE DISTANCE WHEN GREATER THAN 2x4 UPRIGHT IS USED .0 1 411 SIDE SIDE VIEW NOTE WHERE PAVERS ARE PRESENT USE 5116" TAPCON XL (RED HEAD MFG) MASONRY ANCHORS TO PENETRATE UNDERLYING CONCRETE FOOTING 2114" (MIN.) 2 - #12 SMS 114" TAPCON XL (RED HEAD MFG OR EQUAL) 2 1x2 BASE 2 SLAB (BEYOND) CONC. FOOTING BELOW -----FRONT VIEW DETAIL "&'- 2"x4" OR LARGER SELF MATING UPRIGHT TO DECK DETAILS SCALE: NTS FLASHING 190" FASTEN TO COL (INTERNAL) w/(2) #10x11? SMS, FASTEN TO EAVE RAILS ABOVE wNIO 1Irr SMS 24" O.C. AND 6" WITHIN COL � TABLE 0 BEAM QTY EACH SVEISIZE NOTCHED TO RECEIVE AON 2 x 3 4/12 2 x 4 5/12 2 x 5 5112 2 x 6 6/12 2 x 7 7/12 2 x 8 8/14 2 x 9 9114 2 x 10 9114 MAINTAIN MIN, OF 5/8" SEPERATION FROM EDGE OF BEAM SMS O C. DETAIL E - UPRIGHT TO BEAM CONNECTION SCALE: NTS 194" BASE PLATE ANCHORED TOCONCw/1/4"MASONRY ANCHOR 6" MAX EACH SIDE OF POST AND 24" OC MAX ALUMINUM INTERNAL OR EXTERNAL RECEIVING CHANNEL w!(4) #10x7S' INTO GIRT OR PURLIN 6 (2) 014x 75" (4) #10x11?' SMS INTO INTO BEAM OR UPRIGHT 0.062 ANGLE SCREW 80SSES -, CLIPS MAYBE USED PURLIN MEMBER (2) #10> INTO 61 BEAM INSTAL UPRIGHT, BEAM -SNAP, TO COI SELF MATING. OR HOLLOW DETAIL "C"- GIRT OR PURLIN TO BEAM OR POST DETAIL SCALE: NTS FASTEN TOP OF HEADER TO INTERSECTING 754" MEMBER wl(2) #10 SMS w/1 - PENETRATION INTO SCREW BOSS OF 754" MEMBER - TYP. BOTH SIDES 754" DOOR JAMB FASTEN HEADER w/(2) #10x3" INTO SCREW BOSS OF HEAD ALTERNATE HEADER CONNECTION WHEN Z4IAR IS USED - FASTEN Z-SAR TO COL/HEADER AT EACH CORNER AND 18"01C ` BEAM PER PLAN 11111//// NOTCHED TO RECEIVE AON COLUMN WITHIN ALTERNATE BASE PLATE CONNECTION o \cia \ Qv . ATTACH 750"70 BASE PLATE so o N (INTERNAL) w/(2) #10x4" SMS #12 SMS. (EACH SIDE) � OTY PER TABLE 0 i ¢ O . Ocr-1 ATTACH BASE PLATE TO 254" J w/(2) #1011J" SMS INTO SCREW NOTCH PROFILE MAY VARY OF BASE PLATE TO PERMIT CORRECT # SMS TO \ COLUMN PER PLANS V 114" TAPCON (REO HEAD MFG OR EQUAL) WITHIN 6" OF COLUMN 1117' PENETRATION INTO UNDERLYING FOOTING DET,ML'F' - DOOR JAMB 8 HEADER CONNECTION SCALE: NTS (2) #10x3 -SMS INTO SCREW BOSSES FOR EDGE MEMBEI EDGE MEMBE OR PURLIN :E DETAIL "D'- ROOF BRACING CONNECTION DETAIL SCALE: NTS 2949x.063' - DIM. TO MATCH PURLIN SIZE RECEIVING CHANNEL (2) #12 SMS INTERNAL TO EAVE RAIL (3) #12 EACH SIDE INTO PURLIN 0 EAVE RAIL - SEE P ° 1x4 OPEN BACK '--, EXTRUSION (2) #10x7 SMS THRU 1x2 INTO EAVE RAIL EACH SIDE OF COLUMN DETAIL "G'- SLOPED PURLIN CONNECTION SCALE: NTS (12) #12x1" SMS Q V SPACING 214" EDGE BEAM (2) #10x3" SMS INTO SCREW BOSSES CONNECTING EDGE BEAM TO PURLIN ALTERNATE DETAIL "G" SLOPED PURLIN CONNECTION SCALE: NTS \\\\ 11111//// N AON M C o \cia \ Qv . �� CNUi �i so o N � .V C4 W . J i ¢ O . Ocr-1 EDGEIUMIgt: �O J p OR PURP ; � r �\ 0.0625"6063.T6FLATPLATE�� V_'-"" wl(8) #10x75- SMS, MIN..5' �I * "C \ R O ` V EDGE DISTANCE, PLATE MAY BE/// FASTENED INTERNALLY TO BRACE r v, PURLIN UPRIGHT Uro J m 00 rn N OD ~ M C V Zzap � wJ0 u) ZW - p V r �\ WQOT�_ v, Q � Q F- U 0�� a 11R9x 1/16" PLATE (TOP OR BOTTOM) 1144" FASTENED TO COLUMN w/(2) 0100117 SMS INTO SCREW BOSSES FOR SMB OR SNAP COLUMN 194" SNAP NOTCH COLUMN AS REO'D COLUMN PER PLAN '6VILO/,1 C SANFpRD F? #16-168 FSHT-3 W Q QJ ZWJJ J �LL W �c�i�p o cr =coZ Q 00 �v ccn w 5F a