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HomeMy WebLinkAbout182 Venetian Bay CtCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ S3 / 6' 00 Job Address: 18Z 11e-net-1 ah R-!!,4 C1`• Historic District: Yes No Parcel ID: 23-19-3D-6Da--D00O-0400 Residential Commercial Type of Work: New,® Addition Alteration Repair Demo Change of Use Move Description of Work:.Too i Screen !E47'1Gi csare Plan Review Contact Person: (, lU11 el i{a0Y)Or Title:041op, M49—d- r Phone: {"fp7g" 33 Sa Fax: 9Q !-fp-78"-1 331 Email:U11 GZ'YY1 S0.11. m Goy Property Owner Information Name 6 I a . i) rek Street: iza NenetOn Cr. City, State Zipti)(,U f2-A , (, 3 2-77/ Phone:4—o7'`-31a- .3a(09 Resident of property? : O* Code-: co c0 (o S Contractor Information Name t-+I mskor1, 81wyn l n ovy ahL Street: 2Z277 ,ci" UCA06D C Z)r - City, State Zip: D I(,tX1 of 'rt- 3Z&a-7 Phone Fax: 40- fo-7S- 33t5-- q0-- 7-%`78-133 Lf State License No.: P-kboW'-fq d Architect/ Engineer Information i Name: ,rol bKUJ Phone: I Street: ZU-7 MU C DC • Fax: City, St, Zip: VY Q l 'lam 3Zg E-mail: ayo S q 60. n C' Bonding Compan : Address: Mortgage Lende • /'1 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, beaters, tanks, and air conditioners, etc. Q 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 v Revised: June 30, 2015 Permit Application 1 r NOTICI': 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. Sis mature of Owner/Agent Date DEOLFK 3• GL401" Print Owner/Agent's Name iature of Contractor/Agent Date Print Contractor/Agent's Name Date IVO LYNN CJNotaryNotaryPublic . op P Notary Public State of Florida Commission r° `; Julia L Harmon My Comm. Expir0' y My Commission FF 939705 Bonded through Nat. r'+ or ao Expires 12I1912019 Owner/ gent rs r n to Me or ontractor/Agent is S Personally Known to Me or Produced ID Type of ID D e(S L 1'C1-rvQ-19— Produced ID Type o 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: 1 (0 UTILITIES: ENGINEERING: 10 Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: CPFQ-1-K, COMMENTS: OK 1-0 % S 1 a II 5 Ccyw e' e WO K-ofr- aco Utnd Revised: June 30, 2015 Pennit Application SCPA Parcel View: 23-19-30-502-0000-0400 Page 1 of 2 Property Record Card 0" CFA Parcel: 23-19-30-502-0000-0400 Owner: BLACK DEREK J sl;uuaou;cxxsvrv, Fkrxxrow Property. Address: 182 VENETIAN BAY CIR SANFORD, FL 32771 I D-1 Ir.fnr 4i- Parcel 23-19-30-502-0000-0400 Owner BLACK DEREK J Property Address 182 VENETIAN BAY CIR SANFORD, FL 32771 Mailing 182 VENETIAN BRY CIR SANFORD, FL 32771 Subdivision Name VENETIAN BAY Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2007) 115.25 co(0 ISiSeminoleCounty Legal Description LOT 40 VENETIAN BAY PB 63 PGS 84 - 88 Taxes Value Summary 2016 Working 12015 Certified Values Values Valuation Method Cost(Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 154,852 134,148 Depreciated EXFT Value Land Value (Market) 35,000 35,000 Land Value Ag JustlMarket Value" 189,852 169,148 Portability Adj Save Our Homes Adj 59,274 i $39,478 Amendment 1 Adj P&G Ad' 0 0 Assessed Value 130,578 129,670 Tax Amount without SOH: $2,621.06 2015 Tax Bill Amount $1,817.61 Tax Estimator Save Our Homes Savings: $803.45 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County Bonds 130,578 50,000 80,578 SJWM(Saint Johns Water Management) 130,578 50,000 80,578 County General Fund 130,578 50,000 ; 80,578 City Sanford 130,578 ` 50,000 i 80,578 Schools 130,578 i 25,000 105,578 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 4/1/2006 06244 1084 330,000 Yes i Improved WARRANTY DEED 4/1/2004 05316 1541 219,500 ; Yes 1 Improved WARRANTY DEED 11/l/2003 05091 0407 3,476,000 I No Vacant Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 1 $35,000.00 $35,000 i Building Information i Is Bed/Bath count incorrect? Click Here. Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value AppendagesActuaUEffective 1 SINGLE t 2004 9 4 2_5 ` 2,077 2,974 2,324 ' CB/STUCCO $154,852 $162,149 : Description Area FAMILY FINISH • http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=23193050200000400 8/16/2016 i L$ ALUMINUM R ISTRtJNG INC. OWNERS ADDRESS CITY,ST ZIP SUB/LOT# PATIO WHITE 1-1 Height to Bottom of Fascia DOOR Quantity DOOR TYPE SCREEN MESH ROOF SCREEN MESH WALLS GUTTER PET DOORS KICK PLATE SOLID ROOF FAN BEAMS TEAR OUT WINDOWS NOC 1-1 SPECIAL INSTRUCTIONS: ARMSTRONG ALUMINUM INC. 2227 MERCATOR DRIVE ORLANDO, FL 32807 OFFICE: 407-678-0197 FAX: 407-678-1334 LIC# RX0066490 www.armstrongaluminum.com gqRgM1'' SpTROgN Gp INC. JOB # go"' ( JAY & MINDY BLACK DATE 07/26/16 182 VENETIAN BAY CIRCLE WORK # SANFORD 32771 HOME # CELL # FAX # RESCREEN DOME GABLE MANSARD HIP COMBO R ZE Description 10 I i 2 1) 13.5 X 40 X 13.5 DOME POOL ENCLOSURE Standard 7" GUTTER 18x14 j TWO DOORS W / FELT STRIP 18x14 7" ALL FOOTERS MINN 8" X 8" N/A NA N/A N/A N/A N/A PERMIT APPLICATION PLOT PLAN Limited Three Year Warranty FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND PAYMENT MAYBE AVAILABLE FROM THE FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER THIS CONTRACT, WHERE THE LOSS RESULTS FROM SPEORED VIOLATIONS OF FLORIDA LAW BY A LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS. Divlslons of Professions -Construction Industry Licensing Board 1940 North Monroe Street, Tallahassee FL 32399-1039, Phone: 850-487-1395 NOTES: TOTAL 3,776.00 20% Deposit 0.00 30% At Measure 0.00 50% After Substantial Completion 0.00 SA ES REP FDo WN Date: n G 1 1"'O—fR x ACCEPT- Armstrong Aluminum Inc. OWNER Date: 110PH 199t 11,11i ;11521111111.IIH If of tail THIS INSTRUMENT P EP D BY: Name: \ _ N Address: nn 22 1vr • NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: i11, I-uarl!... ril:- ....... ...i:{ i`it.)i_.'::: ...... i Ill,i •. i .. _... ... f.,. i.:.i`.. LERK ' I r.: • Ail '''IZ") '`;i l;i.. JR Parcel ID Number: a, _I !3 -_5©: OOW-0100 The undersigned hereby gives notice that improvement wil! be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. if available) GENERAL DESCRIPTION OF IMPROVEMENT: C50it4 Q,rL PIV] bstre /-)r -&-61m rYl1ne OWNER INFORMATION: Name: t I(AK Address: Fee Simple Title Holder (if other than owner) Name: Address: r J CONTRACATpI s+ro nC• Awn, I Name: Address' ZZZI Muffiftir r. Ortagdo, 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)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates rem To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date 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 1, 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. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. VIL Owners Signature Owner's Printed Name Florida Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead:' State of O( County of \) The foregoing instrument was acknowledged before me this + day of4vq U.D , 20 by i e i L u. L. Who is personally known to me Name of person making stXtype nt Dj tv'(Li (,rlL - OR who has produced identification of identification produced: LYW COFFIN 1 p4'ay a . `. Notary Public • State of Florida,' l °1 i a nnnission # FF 973609 1 a roof ,` oP My Crinni Fxplr@s Apf 21 Q02Q N qry ignature nnn , x a ...... Notaf y Assn. m C O Oz z D 0 O ca LL O p w CC O sLL 0 Q4 MJRq LqQ 1 b - aa5 Power of Attorney Date: 0 /dQ 9 /2016 I hereby name and appoint A11el a I Cmsi1-Dn to be my lawful attorney in fact to act for me and apply to the OWA QQMMr Building Department for a screen enclosure permit for work to be performed at the described location as: Address of Job: —IBA VP— I a h Owner of Property: iFA a& And to sign my name and do all things necessary to this appointment. Signature of Certified Contractor James E Armstrong, RX0066490 Printed name Of Contractor and License Number The forgoing ixrrnis pm trument was acknowledged Z AP _ by 25 , ho produced as i entification an o did of take oath. State of Florida County of Orange Commission # N ary Notary Public State of Florida Julia L Harmon ft RMy Commission FF 939705 Expires 12/19/2019 be C. I / • i l My commission expires City of Sanford r Aluminum Structures Permit Application Checklist 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: n Building Permit Application completed, signed and notarized. Application must include correct1V 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. rA opy of applicable contractor's license issued by the State of Florida. 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). 611- 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 ul:I : dLJLJNL)HN'( RND MAPPING FAX N0. 4. OTES: — ----.. ----- _ _ _-- THIS SURF )J:V WAS PREPARED FROM TITLE INFORMATION FURNISHED TOBUOTHERRESTRICTIONSORUNRECORDEDEASEMENTSTHATAFFECT I ;rg F; E Y THERE MAY ND UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. 11118 SURVEY )S PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIEDUPONBYANYOTHERENTITY. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT nE USED TORECONSTRUCTBOUNDARYLINES. REARING8 ARE BASED ON FIFOORD PLAT DATUM AND ON THE LINE SHOWN AS BASE BEARING (BB), PROPERTY HEREON LOCATED IN ZONE ° >(° PER F•I.R.M COMMUNITY PANEL NO, 120294 0035 E DATED 04-17.95. JO6 -ZZ Apr. 26 2006 03:05PP1 P2. BOUndaly SURVEYORSAndL8 :565 Mapping Associates, Inc, 109 WEST ORANGE STREC-T \ ALTAMONTE SPRINGS, FL, 32714 PI -I. (407) 696-1155 I RECN&D I.C. i Cl Q P.G. 41 t I 3 M I 25r m 4- tferne5W59'4311VV 115.25' o Q U IAC Z' t o :rl.F Vvy,•,/ V y , I tn'"y, V 0 9'G Vo V V ..vv ro v t I 6•' P — JP V V Vvy y,y V VVVJV / t Lu 10.0 i 6 Lu 25-21 n1 VCR b rQp— Go LOT 40 z SET IRS M d, LQ4665 N 89059143"E 115,251 l9493a 25' 3 v 0 39 J o J o SCALE V = 20' DESCRIPTION: LOT 40, VENETIAN BAY, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK B3, PAGE(S) 84 THROUGH 88, OF THEPUBLICRECORDSOFSEMINOLECOUNTY, FLORIDA. J013 NO.: 06-128.4 RF.C. - RFCOVFRED LEGEND I.P: - IRON PIPS CDC RETI= DATE- I.C. - ILLE(JiSLECAP 0 PRC- POINT OF REVERSE CURVE FIELD: 04-25-06 CM. - CONCRETEMONLAMENT R,P.- RADIUB POINT RS - REOAR R - RADIUS SIGNED: 04-26-06 RAD. RADIAL N. R. - NOTTRADIAL L - LENGTHMAL N I) RAVVN BY,- BLSILH N6D - NAIL 11 DISC PI PER CA - CENTRALARGLE LU. E. UflLITY EMEMENT P. C.: PLAT M) - ADMIEMURED D) D. E.- DRAINAGE EASEMENT L. E. LANDOCAP EA8EMENT R.P- PFRDF6CRIPTION P.C. POCLEQUIPMFhNT CHECKED: JVVJ O. L. - ON LINE P. C, -POINTOF'CURVATURE P. P.- POWER POLE X-- CHAINUNKFFNT:E PT. - POINT OF TANGCN(:Y Q— WOODCN FENCE CERTIFIED TO: DEREK J. BLACK AND MINDY BLACK FIDELITY NATIONAL TITLE INSURANCE COMPANY MINNESOTA LENDING COMPANY, LLC. Not valid wilhout the aignature and the original raised seal of s Florida licensed surveyor and meppet• Additions and delellooa 10 survey maps or reports by oihor than tho signing 00 or palilos is prohihilad wllhout written consent of the sterling party or panlaa. W. JACKSI P,6M 4243 4Y fL D No, ry?A) 7A TA' I'k OF I I 1 11 0\\\ Ix2 O.B.) T(2X4 I I I I SMB) 0 2x4 SMB) N X N I O N O ao 2 00 IX2 O.B.) 101_011----M=:-i 2227 MERCATOR DR jORLANDO, FL 32807 PH:407-678-3352 FAx: 407-678-1334tRMSTRONGDESIGNQARMSALUM.COM ALUMINUM INC. =a r REVIEWED FOR COS COMPLIANCE PLANS EXAMINER- X X X X X N N N N (\j DATE I J N m Cn 0 N co m m Cn Cn N m Cn N Cn Cn = N I n 1 Ln X N n LnL X X N N v Ln X N Ln x X N_ N I I N CV Ix2 O.B.) 2x4 1 SMB) Im 0 O X O N N N X X IX2 O.B.) I 2x2 H) m z m 2 m m 1: m 1 I Cl) Cn Cn Cn Cn ^ N x X N X N x N X N X N N X N 2X2 H) N Ix2 O.B.) 011 FOUNDATION BY OTHERS. Prolect Information BLACK 182 VENETIAN BAY CIRCLE SANFORD, FL 32771 PARCEL ID: 23-19-30- 502-0000-0400 Screened Area:560 FT"2 11 Solid Roof Area:N/A WIND SPEED:140 MPH I EXPOSURE: C 5tankaM Eh#u iq 61roup 2227 MERCATOR DRIVE ORLANDO, FL 32807 PH:(407) 240-4402 Design conforms to the FBC Z014 Building and the FBC 2014 Residential, as well as the ASCE 7-10 IX2 O.B.) do,_o„--- 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 REOUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE w\LDINc SANFORD 16.2-445 A/V Date Created: S E OF e ` Job Number: P qqI Stan y, P 16-225 t GENERAL NOTES & DESIGN STATEMENT 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) This structure has been designed in accordance with the requirements of the 2014 FBC - Residential (5th Edition), Chapter 3, and Section R301.2.1.1. Wind loading requirements were met in accordance with the 2014 FBC - Building, Chapter 20 (Light Metal Alloys)- Table 2002.4 (DESIGN WIND PRESSURES FOR ALUMINUM SCREEN ENCLOSURES). a. Risk Category = I (in accordance with 2014 FBC-Building Chapter 16 Table 1604.5). b. Applicable Internal Pressure Coefficient: +/- 0.00 c. Design Pressure for Exterior Components & Cladding: i. Walls: + 38 PSF ii. Roof: + 11 PSF d. Ultimate Design Wind is based on a 3-second gust wind speed as determined in accordance with 2014 FBC-Building Chapter 16,.Section 1609.3.1. Wind speed and category ARE DEFINED IN THE TITLE BLOCK ON EACH PAGE. e. The equivalent nominal wind speeds for the defined Ultimate wind speeds are as follows: i. Ultimate Design Wind speed of 140 MPH = Nominal wind speed of 108 MPH ii. Ultimate Design Wind speed of 150 MPH = Nominal wind speed of 116 MPH This structure is designed to free standing in some cases but mostly attached to CMU and wood frame structures of adequate structural capacity. The contractor shall verify that the host structure and the foundation to which the aluminum structure attaches is in good condition and meets all requirements of sufficient strength as set forth by the engineer of -record. If there is a question of structural capacity, then the owner, at his own expense, shall hire an architect or engineer to verify the structural capacity of the host structure. Where super gutter is specified, the two available sizes of 5 inch and 7 inch can be used interchangeably, unless otherwise noted. Screen walls and screen roofs are based on a 60% screen mesh density with a maximum density weave of 20x2O threads per square inch in accordance with 2014 FBC-Building Chapter 20, Table 2002.4, note 'g'. Actual wall thickness of members shall not be less than 0.040 in. Alloy of members are given in the "Member Definition List". Concrete shall be a minimum 28 day compressive strength of 2800 PSI, and be in accordance with the requirements of ACI 318. Reinforcing steel shall have a minimum yield strength of 40,000 PSI (grade 40) as per ASTM A615, and be provided with cover in accordance with ACI 318. If existing concrete slab/footing are deemed adequate, it may be incorporated into a new slab/footing by observing the following procedure: a. Clean and scrabble all connecting edges b. Drill and epoxy embed #3 (MIN) reinforcing bar placed at mid depth of the existing slab and spaced @ 48" O.C. The rebar should be embedded a minimum of 4" (using Rawl R-KEA Epoxy Acrylate Resin System or approved equal), leaving 8" exposed to be incorporated into the new slab/footing. Doors and their locations are incidental to the structural integrity of the design. Knee brace lengths are given by their horizontal and vertical displacements and not the actual cut length. A chair rail contained within a screen frame wall can act as guardrail provided it is positioned at less than or equal to 42" high (from the deck level) and is fastened internally to three or more screw bosses. It is designed as follows: a. 20 lbs/LF in any direction at the top of the rail and will transfer loads to the supports of the structure. b. 200 lbs concentrated load at any point in any direction along the top Screen mesh continuity along frame members is incidental to the structural integrity of the design, therefore, each panel is not required to be fastened in place independent of the panels around it. When using self tapping TEK screws in lieu of S.M.S., longer screws must be used to compensate for drill point so that the required embedment length of threaded part of the screw are in positive contact with the host or connected material. TEK screws and S.M.s> are used interchangeably. Aluminum Surfaces in contact with lime -mortar, concrete, or other masonry materials, shall be protected with alkali -resistant coatings, such as heavy -bodied bituminous paint or water -white methacrylate lacquer. C-1022 Low Carbon Steel S.M.S.& Self -tapping screws Fastener Nominal Diameter Minimum Edge Distance Minimum Center to Center Distance 10 0.188. 5/16" 1/2" 12 0.219 3/8" 5/8.. 14 0.25. 1/2' 7/8" 2227MERCATOR DR ORLANDO, FL 32807 PH:407-678-3352. FAX: 407-678-1334 DESIGNOARMSALUM. CCOggMMSAIFIII 12) Unless otherwise noted, concrete anchors shall be placed no less than 2.5" from the edge of slab/footing. 13) Minimum edge distance and center'to center distances for fasteners listed to the left 14) Walls will be attached to host structure w/concrete screws .25"x2.25" or wood screws #10 x 2". screws will start within 4" of top and bottom and continue with a max spacing of 24" O.C. 1x2 1" W.044 Open Back) 6063-T6 MI Tel Tel -.1 1 x3 1 U0.044 Open Back 6063-T6 Self -Mating Beam Half -Shell 6005A-T61 alloy 2x2 H 2x2x0.044 Hollow) 6005A-T61 2x3 H 2x4 H 12x3x0.045 Hollow) (2x4x0.050 Hollow) 6005A-T61 6005A-T61 Fastener stitching along top and bottom at 24" O.C. Size of SMS determined by depth of beam. 2x4 SMB - 2x7L SMB uses #10-0 x 0.75 S.M.S 2xB SMB - 2x10 SMB uses #14-0x`0.75 S.M.S. SMB Naming Convention Label Name Proper Name 2x4 SMB 2x4x0.046x0.100 Self -Mating Beam 2x5 SMB 2x5x0.050x0.116 Self -Mating Beam 2x6 SMB 2x6x0.050x0.120 Self -Mating Beam 2x7 SMB 2x7x0.055x0.120 Self -Mating Beam 2x8 SMB 2X8xO.072xO.224 Self -Mating Beam 2x9 SMB 2x9xO.072xO.224 Self -Mating Beam 2x10 SMB 2x10x0.092x0.389 Self -Mating Beam 2x2 Angle U-Channel / Receiver Channel 2x2x0.125 Angle) 1x2x0.055 U-Channel 6063-T6 6063-T6 Door Jamb 2x2x0.046 Door Jamb) 6063-T6, Protect Information BLACK 182 VENETIAN BAY CIRCLE SANFORD, FL 32771 PARCEL ID: 23-19-30- 502-0000-0400 Screened Area: 560 FT-2 11, Solid Roof Area:N/A WIND SPEED:140 MPH ,EXPOSURE: C 3x2 H UW.070 Hollow 6005A-T61 2.0000 in Self -Mating Beam Fastened Together 6005A-T61 Alloy) H-Channel Wx0.062 H-Channel 6063-T6 Stankal Er jheerig Ciroup 2227 MERCATOR DRIVE ORLANDO, FL 32807 PH: (407) 240-4402 1 x2 Angle OxW.062 Angle) 6063-T6 Ov A\111tiIIIHfill,11a\e 0L S TAB °O o • e e ' SOFe '+ s P.avol Stankay,eP.,4R-J/)t' o A °e _CI1l!!TMG-L D'a4i 1 ITf^ i0l1COs' Design conforms to the FBC 2014 Building and the FBC 2014 d Residential, as well as the ASCE 7710 Date Created: 8/24/ 16 Job Number: 16-225 2 OF 10 aml NOTES: I l) STRAPS ARE NOT REQUIRED WHEN.- I SAVE RAIL A) THE UPRIGHT HAS A CONNECTION TO THE ( SUPER GUTTER IN THE TOPY4 OF THE UPRIGHT.I I0x3" S.M.S. FASTENED B) THE UPRIGHT MEMBER IS A 2X2 H OR 2X3 H. THROUGH EAVE RAIL INTO — SCREW BOSSES OF PURLIN C) THE PURLIN IS AT AN OBLIQUE ANGLE TO THE i NORMAL DIRECTION OF THE UPRIGHT. 2) /N THE CASE WHERE A PURLIN DOES NOT LINE UP I WI TH THE UPRIGHT, THEN THE AL TERNA TE METHOD I X2 O. B . --" OF ATTACHMENT SHOULD BE USED. FOR CONNECTING IX2 O.B. I TO EAVE RAIL USE A IOXI%" S.M.S. FASTENED EVERY 24" O.C. EAVE RAIL J WALL TOP PLATE I B.) I I0x2" S.M.S. FASTENED @ 24" O.0 IOXO.7 C ALTERNATE ATTACHMENT METHOD IN ABSENCE OF PURLIN) PURLI O O 2"x6'0.055" GUSSET PLATE BOTH SIDES TYP) IOXY2" S.M.S FASTENED INTO PURLIN AND COLUMN QUANTITY AS SHOWN) SIDE WALL COLUMN DEFAULT ATTACHMENT METHQD LE tt 1 2 —1 ol 1, # C1721 -1 J1 Namil tLa IF BEAM IS 2x4 THROUGH 2X7 FASTENERS ARE #I0X0.5" S.M.S. FASTENED INTO Y8" GUSSET PLATE rr rrr•.•+rr IF BEAM IS 2x8 OR LARGER FASTENERS ARE #14X0.5" S.M.S. FASTENED INTO Y8" GUSSET PLATE 6061-T6 OR 5052-1-132 ALLOY GUSSET PLATE INSIDE OR OUTSIDE OF BEAM W MIN SPACING 2" MAX SPACING NIIMRFR nF RrRFWS[ RFOtIIRFD BEAM SIZE SCREWS 2x4 20 2x5 24- 2x6 28 2x7 32 2x8 36 2x9 40 2x10 44 O O O O 00 b O O 0 O 00 0 O 00 0 O 00 0 0 0 0 O 00 O O O 0 LENGTH of Sp BEAM SIZE 2x4 2x5 2x6 Y2" ----'SEE "LENGTH OF SPLICE PLATE """'> 2X8 MINIMUM EDGE DISTANCE 2X9 2x10 NOTES: BEAM 1) SPLICE PLATE LOCATIONS ARE TO BE K THE DISTANCE OF .THE BEAM. 2) SPLICE PLATE LOCATIONS ON BOTH SIDES OF THE BEAM MAY BE IN THE SAME LOCATION ALONG it'll" 5<If6 OTHER. THE LENGTH OR ON OPPOSITE ENDS OF EACH STRAIGHT BEAM 3) SPLICE PLATES MAY BE ON THE INSIDE OR N®°°°" •?•!=gig`/%/ OUTSIDE OF THE BEAM \\ Q •• `'jENs •`_ o s PLATE 8 IN 10 IN 12 IN 14 IN 16 IN 18 IN 20 IN 2227 MERCATOR DR Prolect Information mil_-,_., M,•: N,° e " 2Pt-. Date Created: ORLANDO, FL 32807 5 .7L0.h6M E'°,I Pef1"g CaiO _, a PH: 407-678-3352 BLACK — °-- 8/24/16 2227 MERCATOR DRIVE ° FAX: 407-678-1334 a ° i I82 VENETIAN BAY CIRCLE DESIGNGiQARM SA LUM coM ORLANDO, FL 32807 ° • w Job.Number: SANFORD, FL 32771 PH: (407) 240 4402 ,Q ' fS4 Pavol Stankay, P. ` 16-225 qd STRO G PARCEL ID: 23-19-30- 502-0000-0400 ALUMUNUMScreened Area: 560 FT"2 1 1 Solid ROOF Area: N/A Design conforms to the FBC Zeta Building and the FBC zela ®sC ° • ° , ° 6`4e?s Z O C 10 e%ici, WIND SPEED:140, MPH EXPOSURE:,C Residential, as well as the ASCE7-10 /iO . ' b J 1 K.B. length varies Beam is notched to `See layout drawing for size & locations create a lap splice 0 0 0 10 or #14)x0.5" S.M.S. 0 0 each side. Quantity based on beam and upright size and is determined from table H-Channel Typical)7and each flange Typical). ined from chedule Knee Brace a.k.a. "KB" or "K.B.") seam Size 2 M 23,6 6 2x7 2x8 2x9 2x10 2x4 4 6 8 10' 12 2x5 9 12 15 18 a N_ 2x6 4 6 12 12 16 20 24 P 2x7 4 8 12 12 16 20 24 p 2x8 5 to 15 15 20 25 30 2x9 6 12 18 18 24 30 36 2x10 7 1 14 1 21 21 28 35 42 seam size m 2.4 2x5 24 2.7 1 2x8 2x9 2x10 2x4 2 4 6 6 6 8 10 2xff) 2 6 6 6 10 10 12 0 to 2x6 2 4 6 6 10 12 14 i a 2x7 3 4 6 6 10 1 12 1 14 p, 2x8 4 6 10 10 12 14 16 2x9 5 6 12 72 74 16 t8 2x10 4 8 14 14 16 16 20 4TTTTTT a Beam_fie dumn r F L_, t_ A_A_At__ __A_A_ __ _A_A_A_ x X_ A- A - SUPER GUTTER FOR SUPER GUTTER ATTACHMENT SEE THE DETAIL NAMED SUPER GUTTER CONNECTION TO HOST STRUCTURE IF THERE IS NO SUPER GUTTER, ATTACHMENT CAN BE DIRECTLY TO THE FASCIA O O I0x0.5" S.M.S. QUANTITY EQUAL TO DEPTH INTEGER OF LOOK -OUT ARM 4e. 2'(w)x4'(d) uses a quantity of 4 fasteners) 10 x S.M.S. EACH SIDE QUANTITYNTITY FROM KNEE BRACE SCHEDULE) FASTENED THROUGH STANDARD 0.050" H-CHANNEL (TYP.) 6.062• KNEE BRACE OPTIONAL. S E NOTE #2) UPRIGHT A RETURN "LOOK -OUT" ARM TO BE SAME DEPTH (D) AS THE UPRIGHT 2"XI.5"x0.070" U-CHANNEL OR 2"x2"x0.125" ANGLE (EACH SIDE) ATTACHMENT TO HOUSE WALL VIA 0.25"0x1.25" TAPCONS. QTY EQUAL TO DEPTH OF THE LOOK -OUT ARM MINUS ONE 2"x1.5"x0.070" U-CHANNEL ATTACHED FROM LOOK -OUT ARP ALONG UPRIGHT TO EVEN WITH TOP OF THE FACE OF GUTTER IOxO.75" S.M.S. FASTENED INTO SUPER GUTTER AS SHOWN 2x2X0.125" ANGLE RUNNING CONTINUOUS FROM FACE OF GUTTER TO LOOK -OUT ARM. MITER CUT REQUIRED I00.75" S.M.S.FASTENED ALONG LOOK -OUT ARM AND UP ONTO THE UPRIGHT. MINIMUM QUANTITY DETERMINED BY ADDING 4 TO THE INTEGER DEPTH OF THE LOOK -OUT ARM I. E. IF ARM WAS 2"(W)x6 "(D) THEN THE TOTAL QUANTITY WOULD BE /0 <6+4=10>) LOOK -OUTi s, CONNECTION BEAM See appropriate "Beam to Upright" may also be sloping) connection detail (i.e. sloping or flat) UPRIGHT Size determined from layout drawing) For Gutter Attachment see Super Gutter Connection to Host" detail or Super Gutter to carry beam detail. KNEE BRACE SCHEDULE SIZE 4 QTY PER FLANGEp r u 2x2xO.044 r; 2 2x3x0.050 3 2X4X0.050 4 cm 2x4x 0.048x 0.100 SMB 2x6x 0. 050 0.120 SMB Note: H-Channel Profile 1) Super Gutter may be 5" or 7". 2) The Knee Brace (K.B.) is required by default for all Flat (straight) 10 x 1/2" S.M.S. (FOR UP TO 2x7) beams but may be ommitted if specified on the layout drawing. In LENGTH OF KNEE BRACE OR #14 x 3/4" S.M.S. the Case of a Sloping beam (i.e. mansard or gable) the knee brace IsREFERTOLAYOUTDRAWING (FOR 2X8 AND HIGHER) FASTENED THROUGH FOR LENGTHS GIVEN) 2"x2"xl/8" ANGLE EACH SIDE not required. BOTTOM OF KNEE BRACE IS TO ( QUANTITY AS SHOWN) NOTE: USING #14SMS WILL BOPOFTHE nER°oR TRANSOM UPRIGHT TO SUPER GUTTER 1 ttf i! ) SCREW CONNECTICI OFBRACED SPLASH GUARD UNLESS OTHERWISE NOTED ON LAYOUT CONNECTION DETAIL ve i,l E (4) REQUIREDDRAWING Q, , 2227 MERCATOR DR 0 LANDO, FL 32807 PH: 407-678-3352 FAX: 407-678-1334 f DEAX: 407-678- M. 4 1 j ALUMUNUM Protect Information BLACK 182 VENETIAN BAY CIRCLE SANFORD, FL 32771 PARCEL ID: 23-19-30- 502-0000-0400 Screened Area: 560 FT"2 1.1 Solid Roof Area: N/ A S s n E t¢.?J't yt0hkaM up I _T 2227 MERCATOR DRIVE ORLANDO, FL 32807 PH: (407 240-4402 F 41, Date Created: 8/24/16 Job Number: 16-225r Pavol Stankay, q; 1a\ Aalksti ` C j P 9 t% F 4 O l oDesignconformstotheFBCzetaBuildingandtheFBCzeta Residential, as well as the ASCE7-10WINDSPEED:140 MPH EXPOSURE: C RY MEMBER c2 V Z== PRIMARY MEMBER IOX2" S.M.S. FASTENED THROUGH CLEARANCE HOLE IN WEB OF PRIMARY MEMBER AND INTO SCREW BOSS OF FASTENERS TOP AND BOTTOM TO SECONDARY MEMBER BE SPACED A MAX OF 24' O.C..' FOR PRIMARY MEMBERS THAT ARE 2x4 SMB - 2x7 SMB USE #IOx0.75' S.M.S. FOR PRIMARY MEMBERS THAT SECONDARYARE2X8ORLARGER - MEMBER f USE #14xo.75• &M.S. SCREW Boss (TYPICAL) PRIMARY MEMBER TO SECONDARY MEMBER HEADER GIRT RUNNING CONTINUOUS 3x2xO.070 HOLLOW UPRIGHT 2x2.045 MAY ALSO BE USED IN THIS CONNECTION CONFIGURATION EXPLODED VIEW OF HALF IUX5' S.M.S. t-AS' THROUGH CLEARANCE ON THE HEADER GIRT A HE SCREW BOSS OF THI I 10-0 x 3" SMS shown Standard connecting purlin to roof perimeter via internal screw boss. U-Channel clips may also be used (internal or external) with2) #10-0 x 0.5" SMS fastened on each side of the purlin. Notes: 1) This connection detail shows the most common application of a side transom where the transom is less than 60" in height. Taller transoms v larger upright members (i.e. 2x4 or larger) may be installed but the top connection will change to reflect the "Purlin to Column" connection deta 2) The upright is shown lining up with a purlin in this detail. This is tyI how its installed, but is not required. The uprights need to be spaced the span between them does not exceed what the roof perimeter meml span according to what is annotated on the site specific layout drawing. 3) This type of connection is used to break up the span of the roof per member along a transom wall. If the roof perimeter member is large el to support the span on its own (i.e. a 2x4 SMB spanning a 12' distance) the upright supports are not necessary and this detail is not required. T be indicated on the site specific layout drawing. rimeter 2) #10-0 x 0.5" SMS fastened into each side of the upright 2) #10-0 x 0.5" SMS fastened into underside of roof perimeter O O 2x2x 0.125" Angle clips are optional f but if used are only required to be 2" Upright: in height and require (2)#10-0 x 0.5" SMS Upright 2x2 H upright shown as that is generally in each flange of the angle (similar to what's the size used in most use cases. Should shown). a 2x4 or larger upright get used, see the C "Purlin to Column" detail for the top 1.675'xl.25"xO. 60" connection. INTERNAL U-CHANNEL 1) 1" x 2" x 0.046" U-Channel Super Gutter FASTENED TO THE WEB / p g pig Size of super gutter OF THE UPRIGHT / di Used for attaching uprightht to the roof perimeter. External is is incidental to this shown, but internal U-Clip as well connection detail as 2x2xO.125 L-Angle (on either side) i \ Q may also be used. 2) Should a 2x4 or larger upright get Ix2 O.B. BASE PLATE` x r - '^}'^ c £` ants T`' q M1lxr ' r `r4ak Gutter to Fascia connection used, see the "Purlin t0 Column" RUNNING CONTINUOUS i detail for the to connection. O O not shown for purposes of p simplification 4)#10-0 x 0.5" SMS fastenedthroughbadssideofupright into super gutter Grnnt \/innni From Inside Cage -Without Purlin Shown) IOxO.75" S.M.S. FASTENED 2X2X0.125' ANGLE THROUGH CLEARANCE HOLE INTO--,s,. IOX0.75' S.M.S. FASTENED Yk f THROUGH THE INTERNAL / WEB OF UPRIGHT .' Gutter Reinforcement System Mitered base Is shown and Is typical but U-CHANNEL AND INTO THE not shown for purposes of is not required. U-Channel style clip may WEB OF THE UPRIGHT #IOX2' S.M.S. FASTENED simplification. This system should be added for aesthetic reasons but is not THROUGH CLEARANCE HOLE be spaced evenly across gutter at necessaryfor structural reasons. lOxO.75' S.M.S. FASTENED ON THE UNDERSIDE OF THE a maximum spacing Of 60". It is not THROUGH CLEARANCE HOLE of CHAIR Ix2 O.B. AND INTO SCREW required to be placed at the uprights. Side View RAIL GIRT AND INTO THE FLANGE OF THE BOSS OF UPRIGHT INTERNAL U-CHANNEL `\!\y ll// Z HOLLOW COLUMN INTERNAL CONNECTIONS SIDE TRANSOM WALL C •••''s//// 2227 MERCATOR DR ProlectInformation S StArilcQl EYt9lNC2ril CaroUl7 - IN W = Date Created: ORLANFL. 32$07 BLACK • — 8/24/16 PH: 407-678-3352 a _ _® 2227MERCATORDRIVE _ FAG: 407-678-1334 182 VENETIAN BAY CIRCLE - DESIGN OARMSALUM. CO_ M ORLAN DO, FL 32807 Job Number: 5, a SANFORD, FL 32771 PH: (407) 240-4402 • • o"" 16-225 14 PARCEL ID: 23-19-30- 502-0000-0400 •®avo Stka v AL U' U N U M 1Screened Area: 560 FT"2 11 Solid Roof Area:N/A Design conforms to the FBC 2e14 Building and the FBC 2014 e C O ANC-_ WIND SPEED:140 MPH EXPOSURE: C Residential, as well as the A5CE7-10 2+B;r 5 0 I I COLUMN TO DECK EXAMPLE) 2x5 Column (1/4" Anchors) MIN) #10 X 3/4' S.M.S. DECK TYPICAL) A Example Detail View) k 2x4 Column (3/8" Anchors) f tYir g 2x5 Column (3/8" Anchor) 2x6 Column (3/8"Anchors) NOTES: 2x2X0.125' BASE PLATE ANGLE 1) 'FIELD ANCHORS" ARE TO BE 4" 0 TAPCON WITH A 1 Y4' MINIMUM EMBEDMENT INTO CONCRETE FOUNDATION. MAX SPACING IS 48" O.C. 2) UNLESS SPECIFIED ON A SEALED SITE-SPSCIFIC DRAWING, gC '" CONCRETE ANCHOR ON TOP MINIMUM EDGE DISTANCE FROM THE CENTER OF THE TAPCONOFBASEPLATE TO THE EDGE OF THE CONCRETE DECK IS 2 Y2" OR 5 TIMES THE EMBEDMENT DEPTH; WHICH EVER IS GREATER. MINIMUM EMBEDMENT DEPTH IS I 4' INTO CONCRETE FOUNDATION. 3) QUANTITY OF FASTENERS FOR BOTH SHEET METAL SCREWS AND TAPCONS IS TO MATCH WHAT IS SHOWN IN THE DETAIL VIEWS 2X2XO.125" DECK ANGLE BELOW. PATTERN OF SHEET METAL SCREWS MAY BE DIFFERENT CONCRETE ANCHOR FASTENING THAN. WHAT IS SHOWN AS LONG AS SHEET METAL SCREWS MAINTAIN ANGLE TO FOUNDATION A MINIUMUM SPACING OF 3/4. AND A MAXIMUM SPACING OF 1 3/4- WITH A MINIMUM %- EDGE DISTANCE. TAPCON PATTERNS MAY NOT DIFFER FROM WHAT IS SHOWN. 4) SHEET METAL SCREWS ARE TO BE A MINIMUM OF *10 0 X 3 4-. THE LARGER S.M.S. MAY BE USED, BUT THE QUANTITY IS TO REMAIN THE SAME. - 5) COLUMNS MAY SIT ON TOP OF BRICK PAVERS BUT THE TAPCONS MUST PENETRATE THROUGH THE BRICKS AND INTO THE CONCRETE FOUNDATION BENEATH WITH THE MINIMUM EMBEDMENT OF I V4'. 2x8 Column (1/4" Anchors) 2x9 Column (1/4" Anchors) 2x8 Column (3/8" Anchors) 2x9 Column (3/8" Anchors) ED SIDE a' 1 EMI FAS MAINN UALLTO SDWALL ; GN 100.12x10Column ( 1/4" Anchors) 2x10 Column (3/8" Anchors) 2x7 Column ( 1/4" Anchor) 2x7 Column (3/8" Anchors) ` Q ° `EPdun°•, o i2227 MERCATOR DR Prolect.Information — Date Created: ORLANDO, FL 32807 BLACK S 5ianka4 Engineering Cgroup * _ 8/24/16 PH: 407-678-3352 FAx: 407- 678-1334 182 VENETIAN BAY CIRCLE 2227 MERCATOR DRIVE s . ° DESIGNOARMSALLIM.COM ORLANDO, FL 32807 • cv'OF • a Job Number: 9. $ANFORD, FL 32771 PH: (407) 240-4402 i ° 0'+ ppI^^ P vol Star kay„ f? 16-225 awww T R 0ff IV PARCEL ID: 23-19-30- 502-0000-0400 ALScreened Area: 560 FT z en(3) 1 1 Solld Roof Area:N/A Design Conforms to the FBC 2014 Building and the FBC 2014 ' 11 \ OF 10 INC. WIND SPEED: 140 MPH EXPOSURE: C Residential, as well as the ASCE 7-10 le. ° l„1 . ;J 6 This type of bracket is placed where there is no primary upright or beam attaching directly to the super gutter. This is typically in between primary members. Fastener configuration shown is the method required for proper / attachment. 14-0 x 1.5" wood screw fastening gutter reinforcement bracket into sub -fascia x 0.5' SMS 125" (Thick) Gutter Reinforcement Bracket Super Gutter (Typical) Width of Super Gutter is incidental to the structural integrity of this attachment detail Standard Gutter Stiffener as shown in Isometric view) Alternate Gutter Stiffener 14-0 x 1.5" wood screw attaching super gutter to sub -fascia This type of bracket is placed where a primary upright or beam is attaching directly to super gutter. Fastener configuration shown is the method required for proper attachment. Angle clips from primary members are allowed to be held by same fasteners. This piece may be broken up into two distinct stiffeners @ 2" wide when a Splash Guard Stiffener is not being used. e one of the following: 40 PVC 11 3/a" x 0.044" aluminum square tube use with 7" super gutter: 3/8" x 8" wood lag screw use with 5' super gutter: 3/8" x 6" wood lag screw Notes: 1) Fascia shown is a plumb cut fascia. If the fascia is square cut (perpendicular to the roof pitch) then the super gutter may have something behind it (i.e. 1-Angle" or wood wedge) to keep it plumb. This component is incidental to the structural intention of this design. 2) For a run of super gutter that non -load bearing, the max spacing of gutter reinforcement brackets is 60". 3) For a run of super gutter that has a structural or load bearing component attaching to it and there is a continuous load across the super gutter without primary load points i.e. beam or upright) then the maximum spacing between the gutter reinforcement brackets is 48". 4) Gutter may be attached to a conventional wood framed wall in the same manner that is shown in this detail. If the wall is a C.M.U. then replace the #14-0 wood screws with 0.25"-0 x 1.25" Tapcons (or equivilant). This connection shall also remain the same for a super gutter attaching to a carry beam where the wood lag screws are replaced by #10-0 x 0.75' S.M.S. 5) When the super gutter is being used for structural purposes (i.e. structural support members attach to it) then the fasteners that attach to the fascia must penetrate into the sub -fascia at a minimum of 1 in. embedment. Sh, 2) #10-0 x 0.5' SMS at each reinforcement brackett 14-0 x 1.5" wood screw fastening gutter reinforcement bracket into sub -fascia Super Gutter (Typical) Width of Super Gutter is incidental to the structural integrity of this attachment detail Splash Guard 2) #10-0 x 0.5" SMS at each reinforcement brackett Notes: 1) All notes from the detail labeled "Super Gutter to Host Structure" carry over 2) The Structural Splash Guard is an option used to create a greater area for attachment of structural members as well as provide splash -over protection for certain types of roofs. 10-0 x 0.5" SMS 3) If the contractor circles this note item, then it is not their intention to use the Structural Splash Guard for structural purposes and may omit the Splash Guard Reinforcement Bracket from their installation. If this is the intention, then they may not use the Structural Splash Guard to provide support for frame members of any type. Alternatively, the contractor may attach the Structural Splash Guard to frame members that are already fully supported in order to install the splash guard. Thick) Gutter Reinforcement Bracket 11il1DDdii , e urM r° dash Guav ud m•• t /// 2227 MERCATOR DR ORLANDO, FL 32807 ProiectInformation 5 s'EQJ1k0.lBr19lnP 11f19Caroup Date Created: PH: 407-678-3352 FAX: 407-678-1334 BLACK 182 VENETIAN BAY CIRCLE 2227 MERCATOR DRIVE ORLANDO, 32807 = 8/ 24/16 Job Number: DESIGNOARMsALUM.COM SANFORD, FL 32771 FL b. pVpY' ' FENGI dNEER F_( IC. 29 t J p B r RIE f STMUNG PARCEL ID: 23-19-30- 502-0000-0400 PH: ( 407) 240-4402 16-225 Design conforms to the FBC 2014 Building and the FBC 201a 8BlilScreenedArea: 56o FT"2 11 Solid Roof Area: N/A j a s • d tL ° + r OF10WINDSPEED:140 MPH EXPOSURE: C INC. Residential, as well as the ASCE 7-10 10 S.M.S. FASTENED THROUGH THE FLANGE OF THE CHANNEL 10 S.M.S. FASTENED THROUGH INTO THE DIAGONAL BRACE THE WEB OF THE CHANNEL INTO SECONDARY MEMBER PARALLEL ADJOINING MEMBER IS TYPICALLY A PURLIN A.K.A. SECONDARY MEMBER) BUT CAN ALSO BE A BEAM A.K.A. PRIMARYMEMBER) 10 X 2" S.M.S. FASTENED THROUGH PRIMARY MEMBER INTO SCREW BOSSES ALIGNMENT GROOVE FOR FASTENERS TO LINE UP ON THIS CONNECTION ALSO WORKS FOR "K" BRACING. ALSO USED IS A 6"X'0.050 FLAT PLATE FASTENED WITH ATLEAST (6)#10X0.5" SMS TO FRAME AND (4, 10XO. 5" SMS TO BRACE. INSIDE USES A 1X3 ANGLE WITH(6) #10XO.5" SMS TO FRAME AND 3) # 10XO.5" SMS TO BRACE. DIAGONAL BRACE SECONDARY MEMBER (PURLIN) CLEARANCE HOLES ARE PRE -PUNCHED IN WEB`- OF BEAM TO LINE UP WITH SCREW BOSSES. THIS BRACKET IS AN EXTRUDED PROFILE SO THE BOSSES ARE CONTINUOUS. \'/ BRACE CHANNEL DIAGONAL BRACE CHANNEL PRIMARY MEMBER (BEAM) 10 x 112" S.M.S. FASTENED THROUGH FLAT BAR INTO DIAGONAL BRACE (TYP.) PURLIN OR EAVE RAIL DIAGONAL ROOF BRACE ATTACHED VIA TOE -NAIL INTO SECONDARY MEMBER 2' xO.090' FLAT BAR GUSSETT 10 x I/S.M.S. FASTENED 1 1 / ABEAM NOTE: THROUGH FLAT BAR INTO ROOF BRACING MAY BE ATTACHED PURLIN OR EAVE RAIL OR BEAM (TYP.) FROM PURLIN-TO-PURLIN OR FROM BEAM - TO -BEAM. ORIENTATION OF BRACEISINCIDENTAL TO DESIGN. DIAGONAL BRACE GUSSETT ATTACHMENT 10 x 112" S.M.S. FASTENEDINTO DIAGONAL BRACE BRACE NOT SHOWN FOR CLARITY) ( TYP.) 10 x 112" S.M.S. FASTENED THROUGH BRACKET INTO ROOF PURLIN ( TYP.) SIDE VIEW TYP. PURLIN 10 x 1/2" S.M.S. FASTENED THROUGH BRACKET INTO ROOF PURLIN ( TYP.) 10 x 1/2' S.M.S. FASTENEDINTO DIAGONAL BRACE BRACE NOT SHOWN FOR CLARITY) ( TYP.) PURLIN 10 x 112" S.M.S. FASTENED THROUGH BRACKET INTO ROOF PURLIN ( TYP.) 10 x 112' S.M.S. FASTENEDINTO DIAGONAL BRACE BRACE NOT SHOWN FOR CLARITY) ( TYP.) FRONT VIEW SINGLE SIDED BRACKET) FRONT VIEW DOUBLE SIDED BRACKET) FUR 2 - - 410 x 112' S.M.S. FASTENED THROUGH CHANNEL INTO ROOF PURLIN ( TYP.) 10 x 1/2" S.M.S. FASTENEDINTO DIAGONAL BRACE BRACE NOT SHOWN FOR CLARITY) ( TYP.) ALTERNATE DIAGONAL BRACE CONNECTION C-CHANNEL) DIAGONAL BRACE U-T-CHANNEL SINGLE -CHANNEL DIAGONAL BRACE AVV\11i111Ifi//j}fF 2227 MERCAT0 DR ORLANDO, FL 32807 PFO(eCtInformation gAAka r4 i up peen Caro_7 5 "- "" DateCreated: BLACK I J 8/24/16 PH: 407-678-3352 FAX: 407- 67 -3352 I82 VENETIAN BAY CIRCLE 2227_-.MERCATOR DRIVE ORLANDO. FL 32807_ a P. 2#5 Job Number: DESIGNOARMsALUM.COMiRSTON SANFORD, FL 32771 502-0. 000-0400 PH: (407). 240-4402 = m* Pavol Stankay, P.E. _ 16-225 pv pin pp ,rp u aM U N L.Ii"M PARCEL ID: 23-19-30- Screened Area: 560 FT'2 I I Solid Ro' d Area: N/A Design conforms to the FBC 2014 Building and the FBC201a e 290a599 R C I O INC., WIND SPEED:140 MPH EXPOSURE: C ntial, as well as the ASCE 7-1 Residential, 0EN e s ' ;`_' Or Screen Insert Notes: 1) Inserts are framed in by 1"x2" O.B., %" x 2" O.B., or 1"x3" O.B. members. 2) Framing members are fastened to a C.M.U. using 1/4" 0 concrete anchors with a minimum 11/a" embedment. 3) Framing members are fastened to a wood framed wall using a (MIN) #10 wood screw with a MIN) 1" embedment. 4) Framing members that are fastened to an aluminum framed member will use a (MIN) #10 S.M.S. 5) Framing members are fastened @ max. 36" O.C., regardless of C.M.U., wood, or to another aluminum frame member. 6) There shall be a fastener within 4" of every 900 corner or upright in either direction but not required to be in both directions. 7) Inserts may be as large.as desired, the type of insert used is chosen by the designer and is incidental to structural integrity OPI s OPEN INSERT any will Suffice vas`O\— S TA N° 2227 MERCATOR DR Protect Informaflon = ; ` a Date Created: ORLANDO, FL 32807 BLACK S star'ka. En9i eerin9 Caroup = : = PH:407-678-3352 „ 8/24/16 FAX: 407-678-1334 2227 MERCATOR DRIVE a 1< DESIGNQARMSALUM.COM I82 VENETIAN BAY CIRCLE ORLANDO, FL 32807 '' • ST. ®F ° Job Number. LU t1J SANFORD, FL 32771 P o S p'F1 16-225p,± PH:(407) 240-4402OIVPARCELID: 23-19-30- 502-0000-0400 e•,y'. '` q `b, ALumoNumScreened Area: 560 rT"2 I I Solid ROOF Area: N/A Design conforms to the FBC 3014 Building and the FBC zeta mod` i' O C 101 INC. Residential, as well as the ASCE 7-10WINDSPEED:140 MPH EXPOSURE: C / 10 0 x 0.75" S.M.S. Quantity shown is the minimum requirement. Max spacing between fasteners is 2" with the minimum ......7 . _ .... s spacing between fasteners at 0.75". If the component that the cable is being attached to is configured in such a way that O O O O O prevents two perpendicular rows, then a second row or column of fasteners may be added parallel (but not colinear) to the default row or column of fasteners at alternating spacing. ^ O/ O\ db® O 1x2x0.125 Angle is to be used in the case where the triangle plate--/ is less than 1/s" thick. Eye bolt shown for illustrative purposes only 1) Pressed Aluminum Eyelet Sleeve 45° +15° 15° thick triangle plate tI 4 V8" thick cable with approved loop attached to the eye bolt 6/6" Stainless Steel welded eye bolt with framing components shown one standard nut on the bottom for illustrative purposes only side and two standard nuts on the top of the triangle plate. A single lock nut may be used in place of the two standard nuts on top Triangle Plate Top Attachement pressed eyelet sleeves Pressed Eyelet Sleeve Shown after being mechanically pressed) 1y4" 1 Tapcon( raN. -irh —.,",. M 1— Camelback to Side of Deck Y0x3" Tapcon (or If loop of cable is Iz flange of tpcon th, larger flanged dout Tapcon or sleeve anchor 1) To determine the quantity of cables needed for a screen wall braced on one side by a host structure take the (Typical) Cable Connection Notes: '/4" 0 x 11/4" (L) total square footage of the braced wall and divide by 250. Round the calculated value to 2 the closest whole Flat Bar to Side of Deck Camelback to Top of Deckthickstainlesssteelcablenumberandsubtractone. It is intended to not have a cable on a wall that is less than 250 S.F. Example: 430 S.F. / 250 = 1.72 --> rounds to 2 --> 2-1 = I cable Example: 230 S.F. / 250 = 0.92 --> rounds to 1 --> 1-1 = 0 cables 2) To determine the quantity of cables needed for an unbraced screen wall, take the total square footage of the , unbraced wall and divide by 250. Round the calculated value to the closest whole number and multiply by 2. It is 1requiredthatanunbracedscreenwallhaveanequalamountofcablesopposingeachother. Example: 535 S.F. / 250 = 2.14 --> rounds to 2 --> 2*2 = 4 cables (2 pairs of opposing cables) 8" (T) 6063-T6 Aluminum 3) Any one of the approved cable -to -deck attachments shown may be used. Field conditions will dictate the type (or equivilant) } 5/16" 0 Stainless Steel of attachment used and may change dynamically from the original design intent. This has no bearing on the, Single Loop design or the structural integrity of the enclosure and therefore is allowed to be done, as long as one of the t Figure H LOOS approved attachment details is utilized.- 41 Cables may attach through pavers as long as the minimum concrete embedment of 1-,4" is achieved by using a longer tapcon. O <° 5) Minimum concrete edge distance for all concrete fasteners is 2'/z". 6) Cables should be at a 450 angle to the vertical uprights (t150). Flat Bar Plate Camelback Clip Bracket Labia cht ltfl CIO qc:he.%; n I 2227 MERCATOR DR ProiectInformation S ,j„ E rt2.ertp Ciro ° , ° Date Created: ORLANDO, FL 32807 • PH: 407-678-3352 BLACK — aAk&4 -T o ° 8/24/16 FAX: 407-678-1334 2227 MERCATOR DRIVE ° . r DESIGNOARMsALUM.COM 182 VENETIAN BAY CIRCLE ORLANDO, FL 32807 a T E ® ° Job Number: SANFORD, FL 32771 PH: (407) 240-4402 , Js aE®P-aa'y©I 16-225RSTONGPARCELID: 23-19-30- 502-0000-0400 NSGRNE 1C9 j ALUMUNUM screened Area: 5e0 FT"2 11 Solid Roof Area: N/A Design conforms to the FBC2014 Building and the FBC 2014 E/ L O OF 10 INC. -. WIND SPEED:140 MPH EXPOSURE: C Residential, as well as theASCE7-10 F//,5' RECORD COPY # 3 AUG 31 2016 UY REQUIRED INSPECTION SEQUENCE BP# 1(.. 1,1(4< Address: SL- 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 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) Min Max Inspection Description ` Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final h sTa y,. .e Ya+`]' A*`: uFsey Z i'Ra''P `' rtyr }i ".Y'. Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final iM ic"Iit N3I CA4I P+ERMtIT F . Min Max Inspection Description Mechanical Rough Mechanical Final r r t • 4 a v q a„, 3 "1 t 4J ". `i `(.'^y xa W ,i: Min Max Inspection Description Gas Underground Gas Rough Gas Final REVISED: June 2014