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1115 Peterson Pl
:ww P t CA ECEIVE CITY OF SANFORD BUILDING & FIRE PREVENTION MAY 18 101 P PP 6 PERMIT APPLICATION BY / � � p Application No: l l.0' �2 0 Documented Construction Value: S 91 5L4 2 oo Job Address: I l P ,rS n 21 Sa narA 0 1320TVHistoric District: Yes ElNo❑ Parcel ID: (i - S 2 C)C)6 0 - C)�5 v Residential 0, --Commercial ❑ Type of Work: New Addition ❑ Alteration ❑ Re��pAair ❑ Demo ❑ Change of Use ❑ Move❑ %Qi Description of Work: S e� :e, )n G' 0 Syk r -e ,z� I G 6 Plan Review Contact Person: Mhlff, ArMIAOn Title: m a n Y' Phone: "(0 -1 i�' 3 3 S L Fax: Email: �1A� I (�trt!'(��0� Ul V11cow Property Owner Information Name Street: G -e City, State Zip: Iso bb2c_(d Phone: 4 0 % - (P1D- "I& 5 3 Resident of property? : Contractor Information Name am�'S' Ai�n=Rc� Street: City, State Zip: O r can &o. a 210�- Name: Street: City, St, Zip: Bonding Company: Address: Phone: 4 0 -// Sir iO 4 ' 3 3 5.2 Fax: 40 � l 3- - 133Ll State License No.: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE,OF..COIVIMENCEMENT MAY RESULT IN YOUR 1 PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A OTIGE 6,,F'CO,MMENCEMENT 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 6 Revised: June 30, 2015 Pennit Application . 0 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. 4 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 n-A"o.d, �,WJ-QA Signature orC tractor/Agent Date Print Contractor/Agent's Name G?�4Jt, Signature of Notary -State of Florida Date Signature of N Date t DEBBIE BLWTON 3? = MY COMMISSION I FF 17e848 EXPIRES: Februa ry 25.2019 ru NDt2 - Pubic Ur4ermilm Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID /. L �.".s//3JzJ- BELOW IS FOR OFFICE USE ONLY Permits Required: Building d Electrical ❑ Mechanical ❑ Plumbing❑ Gas❑ Roof ❑ Construction Type: Occupancy Use: Total Sq Ft of Bldg: Flood. Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ APPROVALS: ZONING: -2 -1G UTILITIES: WASTE WATER: ENGINEERING: BUILDING: SF S► ZL•, COMMENTS: Ok to form and pour 18' x 20' concrete slab and construct 18' x 20' dome screen enclosure as shown on plan. Revised: June 30, 2015 Permit Application 4/28/2016 SCPA Parcel View: 11-20.30-521-0000-0250 Procerty Record Card P Parcel: 11-20-30-521-0000-0250 Owner: SMETS KATHY L sceoouNnc Property Address: 1115 PETERSON PL SANFORD, FL 32773 arcel Information Parcel 11-20-30-521-0000-0250 Owner SMETS KATHY L Property Address 1115 PETERSON PL SANFORD, FL 32773 Mailing 1115 PETERSON PL SANFORD, FL 32773 Subdivision Name THE RESERVE AT HIDDEN LAKE Tax District S1-SANFORD DOR Use Code 0103-TOWNHOME Exemptions 00-HOMESTEAD(2015) M co ^ems MO O • 'Seminole Countj GIS a • • Legal Description - LOT 25 - - - -- - - - -- - - THE RESERVE AT HIDDEN LAKE PB 71 PGS 33 - 37 Taxes Value Summary Tax Amount without SOH: $2,414.30 2015 Tax Bill Amount $2,414.30 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority 2016 Working 2015 Certified Units Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $133,298 $128,501 Depreciated EXFr Value $475 $488 Land Value (Market) $30,000 $30,000 Land Value Ag $50,000 $110,102 Just/Market Value •' $163,773 $158,989 Portability Adj Save Our Homes Adj $3,671 $0 Amendment 1 Adj P&G Adj $0 $0 Assessed Value $160,102 $158,989 Tax Amount without SOH: $2,414.30 2015 Tax Bill Amount $2,414.30 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value Units County General Fund $160,102 $50,000 $110,102 Schools $160,102 $25,000 $135,102 City Sanford $160,102 $50,000 $110,102 SJWM(Saint Johns Water Management) $160,102 $50,000 $110,102 County Bonds $160,102 $50,000 $110,102 Sales Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED +, 12/1/2014 08385 QQQZ $194,300 Yes Improved WARRANTY DEED 1 8/1/2013 08119 Q]$@ $395,100 Yes Vacant Find Comparable Sales Land - -- -- - Method Frontage Depth Units Units Price Land Value LOT 1 $30,000.00 $30,000 Building Information Is BedBalh count incorrect? Click Here. # Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages Actual/Effective 1 SINGLE 2014 9 2 2.5 695 1,992 1,653 CB/STUCCO $133,298 , $134,644 Description Area i httpJ/parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=11203052100000250 1/2 05/18/2016 11:43 4076781334 ARMSTRONG ALUMINUM PAGE 01 * ARMSTRONG ALUMINUM INC. * �► POOL & PATIO ENCLOSURES, RESCREENING * . 2227 Mercator Dr. Orlando, FL 32807 * * Local 407-678-0197 Kissimmee 407-932-4418 * • Fax 407-678-1334 *. Lic A RX0066490 * www.aTmstrongaluminum.com * Owners �' _�'j 2 T`S Date ��7•— ! 6 '* * Address Sr /�P Ter s o,c - P �. Work Phone **City, Sc�a n Zip 3i1Hume Phone # Subdivision / Lot # �Z 3r— 5_&T e r ✓¢ —Cell # Fax # * 0 Retractables O Patio O Rescreen �me O Gable O Mansard O Hip O Combo O inserts * * * WHITE / B ZC THREE (3) YEARS LiUbIITED WARRANTY ON SCREEN tcatct.8 * Starting Height D 6� * Door Type * Door Swings / t * Screen Mesh Roof ( �( * , * Screen Mesh Wallsev� * Outter ��' .1001 1 * Pet Doors * Kick Plate 5 * Solid Roof * Fan Beams *, * Teat Out11 IL * Windows * �_OC frERM7T APPLICATION O P1,OT PLAN ti. .*. Description Q v r 5 fd-� 1 v %%f� ,` �. v ,� G t. S A.10-0 0 e� . � p X i •- .o yp�.cJ S' (�-�'o -ft ' C� i ZJ .Q lc AI y FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND. 1 7t PAYMENT MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNERS' CONSTRUCTION RECOVERY FUND IF YOU LOSE -MONEY ON A PROJECT PERFORMED UNDER THIS 7A y CONTRACT. WHERE TME LOSS RESULTS•FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A UCENSEO CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY 7A FUND AND FILING A CLAIM. CONTACT TME FLORIDA CONSTRUCTION INDUSTOY LICENSING BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS: * Olvlslon of Powleselons - Construction Industry Licensing Board * 1940 North Monroe Street,Thllehasm, FL 32399-1039, Phone: 850.487.1396 * NOTES Ibta ry 3• �! * Deposit. A Deposit in the amount of shall be paid by *• * the owner to secure performenee of the work on the Property. Payments/Drom The Owner shall make the remaining payments upon * rtqucst in accordance w the ,following schedule: •sue upon 2. $ / a co- ae upon 3.$--?-/ J' due upon final completion SAI.BS RT? . X4"jr. if, A 14 * ACCEPT - Armstrong Aluminum Inc. DATE * SEE REVERSE SIDE FOR ADDITIONAL TERMS Power of Attorney Date: () S / 1 `j /2016 I hereby name and appoint e/Q A IWSs ?Q to be my lawful attorney in fact to act for me and apply to the CtU Qf GInbr Building Department for a screen enclosure permit for work to be performed at the described location as: Address of Job: 1115 T-;0,-}tY S0rI PL. Owner of Property: S m S 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 was as State of Florida Count Or3ge? O� Commission # GG�� �� of iEl 4 '% a is �e. C- 19. 2019 My commission expires by / who produced City of Sanford ..,, Aluminum Structures Permit Application Checklist L 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. WQ- 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 07� 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. k��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. wo (2) copies of a site specific layout for the structure with minimum 1/8" per foot scale. nclude 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) n� For Sunrooms — must designate specific Sunroom Category on the signed and sealed plans, in 1 T accordance with FBCR R301.2.1.1.2 Contact Person information entered in Naviline? (241j Application forms stamped received and initialed Revised.• February 2015 n BOUNDARY & AS -BUILT SURVEY DESCRIPTION: (AS FURNISHED) LOT 25, THE RESERVE AT HIDDEN LAKE AS RECORDED IN -PLAT BOOK 71, PAGE(S) 33-37, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. Ing rTTTW =77;� ryno EIIIII nrr_rPA 1777M ryr-W717 rift ii ZC4 01 ___0 d qzv v 0 15 30 i ADDRESS: #1115 PETERSON DRIVE SANFORd,' FLORIDA 32773: APPROVED PLANS FOR- THE BENE77T.AND EXCLUSIVE USE% - OF: KATHY..LARAE-SMETS. DMI TITLE ;OF, FLORIDA, INC. • FBC MORTGAGE;_LLC ALLIANT,NATIONAL -TITLE INSURANCE COWAN* 18' x 20' concrete slab ok to form and p our ,NOTES:,.,. I.. -ALL DIRECTIONS: zMV: DISTANCES, HAVE - BE construct 18' x 20' dome screen INOONSISTENCIES HAVE"k and M 'ROTED'.'.ON THE shown on plan. 2.. PRbPERTX.CbkREkS-*SH'6WN- HER . EON wEm enclosure as :07-;31-14.:UNLESS.01�iEFrMSE.,SHOWN: CDMUNE . (E) SU NAIL AND:DISC 3....'THE SURVEYORMAS.:NOTIABSTRACTED THE LAND SHOWN MONT. OF: WAY UWE HEREONFOR EASDADM,.MGHT,.OF..WAY...RESTRIOMONS:-OF.. E10S16iOzMrVA1iQN LB - 3-. fM FOUND NAP- & DISC :RECORD WHICH MAY--AFFECTTHE-- TITLE"OR -USE OF'1HE zLAND-, A/C 'AM-CONDITIONEW M 0 LvA"e.':IItON:RW A": CAP UND IMPROVEMENTS:HAVE BEEN LOCATED. 4'.z�NO.:UNDERGRO" '. :� '. A DIiTA -ANOIX - :C -BUILDING TIES: SHOWN HEREON ARE NOT T0.:BE:'USED' TO I VOW. iA�L (P) PC PER MAT:—, POIX7ZOF..CURVArJRE . .... . :'RECONSTRUCT 1HE-:BWNDARY-LINES. CNA,' CMVk:NOT,:ACCMS1BLE CID CONCRIM :PAD PCIC. POP O�C='CUWA ;Nigr POINT 6..ELiVATi6NS:.ARE BASED.:ON SEMINOLE--COUNTY:MCHMARKPKFAR=:XALDN"' NO;. N42001..ELEVATION-45.614• 'NGVD 1929zDArUM.- 'f-LxkL1,,204=CC11A7t- MAP ID,. Pat POL - POW TIOUNMI! Pam, L Mci LENOTH LB UC1D=- 11USINESS PRC' PRIA. P":OF. IIZ%VM'CURVATURE .. PtRUANIONT'iM MIN 7:''THE"FIN SHED' F I LqOR::ELEYAlION:OF..TrIE.STRtJCTURE .. PT ANDzMA ONAL1MM, DESCRIPTION IN) LOCATED .AT -THE.-ABOVE'LOCATION: LEGAL P'nON MEETS OR EXCEEDSztTHE 'REQUIREMENTSSET'.FORTH,-IN THE'.1CITY OF P.L PMEMIAW�EAMERT R I& .. SAAFORD CODE CHAPTER 18. SEC, 19-4- UZ U11UTY. EASDiOT .!t-- DIRC7101W ORMAM FLOW .. ... .... .. z S/W TIP .� .. I . SWAV' ... TYPICAL ..APPROVED: BY! '19•v.. %** 30419M.LOT-25 j=;"M qRAvX:" _tv: ON THE *OiRAlY* Or ..... .. A -M .;:E:'F:;Z I C: A r -,j S - U, ', F:R'z -\./- E -i'-. I N C (9"-" AO -PING. INC'. M�=M=7WS. =11w18 -144V -RM �-. CERTIFICATION OF MMORUTION NWW tBoam 31M VAQUIRE BOULEVARD. SUITE 200 11-19-=4•.J' TIM THIS BOUNDARY & AS -BUILT SURVEY IS FIRM NOT VALID WITHOUT THE SI0NA7URE AND THE ORIGINAL RAW SEAL OF A FLORIDA UC04SED SURVEYOR AND MAPPER. i r 2227 MERCATOR DR 1 ORLANDO. FL 32807 PH: 407-678-3352 FAX: 407-678-1334 DESIGN®ARMSALUM. COM ARMSTRONG ALUMINUM l: GIAISLA9Rfro111:79 -- -------- 201-011 --------- W -j holed Irltamolbn SMETS 1115 PETERSON PLACE SANFORD, FL 32773 PARCEL ID: II -20-30-521-0000-0250 Screened Area: 360 FT^2 11 Solid Roof Area: N/A WIND SPEED:140 MPH I EXPOSURE: C REVIEWED FOR CODE COMPLIANCE 5+F PLANS EXAMINER ! - z&- /(i DATE SANFORD BUILDING DIVISION A PERMIT 196UED 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 7 0v%LDI�yG, SANFORD �Fj°AR?N�F� #16-4 • 4 `\01ti1111!II///// ������ O\- STA/V ���i�♦♦ IN PJ •,......• sitankay Engineering taroup 2227 MERCATOR DRIVE ORLANDO. FL 32807 • f PH: (407) 240-4402 ••Pavol Stankay, P_6• , Design Conforms W the FBC 2014 Binding and the FBC 2014 Residential, as well as the ASCE 7.10 Date Created: . 5/12/16 Job Number: 16-125 I OF II c 0x2 O.B.) 41 w D (2x4 SMB) L PURLIN m CIQ x ul) C*%j X c\j m u') X c\j m u') x cm CM X c\j z —T2—x4 SMB) 0x2 o. 41 w D l2x2 H PURLIN m CIQ x ul) C*%j X c\j m u') X c\j m u') x cm CM X c\j 0 x2 0. B.) ;0 T j —9 0 – 0 111— — ( 0x2 O.B,) Ix 0. (W H) CIQ m m m c'q X X: X: X: >< -r 10JILD"V6 c\j (2x2 H) SANFORD X X X llt"4RTIW�el' c1*j 04 04 O.B.) LJ 16 — — — — — — — — — 20 — — — — — — — - 0 L S TA IV 2227 MERCATOR DR Prolect InfomIxIllon ORLANDO. FL 32807 gwj(A4 Eqw-virg ( ilrour PH: 407-678-3352 SMETS 2227 MERCATOR DRIVE JE 5/12/1 FAX: 407-678-1334 1115 PETERSON PLACE If DESSGm*ARHsALUf4.COM 0. A'I= nC �pb Nublr ORLAANDO. FL 32807 AM OF SANFORD, FL 32773 PH: (407) 21.0-4402 Q %'%!�avol.S?,n , P.E. 16-12 I a �y RMSTRONG PARCEL ID: 11-20-30-521-0000-0250 wo tar-ioned 02 - i I; _:o' kvvo- ALUMINUM Screened Area: 360 FT'2 11 Solid Root Area: N/A Design confwm bD the FBC 2e14 Building and the FBC 2014 1 15, �4. 2 IWIND SPEED:140 MPH EXPOSURE: C ResidentiA, as well as the ASCE 7-10 OF �mii INC. 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) GENERAL NOTES & DESIGN STATEMENT 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 8 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 20x20 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 113 (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 N 10 0.188 S/16- 1/2- N 12 0.219 3/8- 5/8- N 14 0.2S 1/20 7/8 - 2227 MERCATOR DR 1 ORLANDO. FL 32807 uv) PH: 407-678-3352 FAX: 407-678-1334 DESIGN®ARMSALUM. COM ARMSTRONG ALUMINUM 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 0x2x0.044 Open Back) 6063-T6 1 x3 1 x3x0.044 Open Back 6063-T6 Self -Mating Beam Half -Shell 6005A -T61 alloy r= I 2x2 H (24 0.044 Hollow) 6005A -T61 2x3 H 2x4 H (2x3x0.045 Hollow) 040.050 Hollow) 6005A -T61 6005A -T61 Fastener stitching along top and botmm at 24.O.C. Sae of SMS determined by depth of beam. 2x4 SMB - 20 SMB uses d 10-0 x 0.75 S.M.S 2x8 SMB - 2x10 SMB uses 1114-0 x 0.7S S.M.S. SMB Naming Convention Label Name Proper Name 2x4 SMB 2x4xO.046xO.100 Self -Mating Beam 2x5 SMB 264.050x0.116 Self -Mating Beam 2x6 SMB 2x6x0.050x0.120 Self -Mating Beam 20 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 2x10xO.092xO.389 Self -Mating Beam 2x2 Angle U -Channel I Receiver Channel MWA25 Angle) 1x2x0.055 U -Channel 6063-T6 6063-T6 Door Jamb (2x2x0.046 Door Jamb) 6063-T6 Prolect Informollo SMETS 1115 PETERSON PLACE SANFORD, FL 32773 PARCEL ID: II -20-30-521-0000-0250 WIND SPEED:140 MPH I EXPOSURE: C 3x2 H 3x20.070 Hollow Annso_TA1 2.0000 in Self -Mating Beam Fastened Together (6005A -T61 Alloy) H -Channel 2x&0.062 H -Channel 6063-T6 5ia11kas� (:119111ePJt119 (4roup 2227 MERCATOR DRIVE ORLANDO, FL 32807 PH: (407) 240-4402 Design conforms to the FBC 2014 Bullding and the FBC 2014 Residential, as well as the ASCE 7-10 IL 1 x2 Angle 0x2x0.062 Angle) WILD//yG, SANFORD �F'OARTM��A, 16- 143 �����►illllif%iii/� 01, STgvS i�i QP• �'�� • • i • CRe Created: 5/12/16 ATE • Num ph$p ,.• l�, 16-125 I 'TFL- PTC' 2 Q ���� 3 of 11 Lontinuous Rebar with 25001 minimum to Cover Minimum Canasta strength fatrfss 4ae Rdtr Sae 8 Spacing nr "H" 'Wr :'::• (1) #5 Continous in See table laded Y.ontlnuous S led X �I;me�r�bngt,=age a K r -r 40• 16' 3 2 r -o - Poured solid Cell Requirements" rade for s a 2 1 60' X. WA 3 4'-0• 72' 30' WA 4 2-ar quantity and size '............... • ° 1 Note: , • tr rr s This detail may also be used in the w is 1P ) s case of a retaining wall where the X2 d I I • P ° I I „ „ , , material being retained may be on t either side shown here. _ " #5 Rebar Dowell @ 40" O.C. 1 Jr ,< ;r_ in Poured Solid Cell ► •.° • . _ W >r , Fh E 1 F .. I ........... ... X x S . :":e�''•{. x Compacted Continuous Peimler Footing Notes Undisturbed soil / sand 1) 'V' and "Sr2" dmleuions rrey be sW tdted to acaornrrc date for field con itions ."""""X1"""""► z)Rei. r°^°et"a'tbars tobegrade 6osteel One C.M.U. is below Grade (Typical) I ;::�; 8"x8"x16" C.M.U. (Typical) Continuous Perimeter Footing Notes: 1) "xi" and "x2" dimensions may be switched to accomodate for field conditions. 2) Slope of grade to be 5 106 with the continuity remaining for at least 24" from edge of slab. Under these conditions the slab may be 4" above grade. If the grade is greater than 100 then a minimum 12" x 12" footer with (2) #5 rebars is to be used with a minimum of 12" below grade. 3) Reinforcement bars to be grade40 steel. 4) For adjoining a new slab to an existing slab, see note number 6 on the Design Statement. Turndown Footing Size Requirements 00©© Iri..t•iii:Ri it1iliataii�i �E] Turndown footing shown for 2500 PSI minimum strength slab using ONE the specific use case when of the following options: Fibermesh or welded wire - 6x6x10 W.W.M. system mesh is NOT used, or when - Turndown footer along perimeter based on above table grade exceeds maximum slope - Use of Propex Fibermesh 300 or 650 concrete mix Slope of grade to be s 1o• with the continuity remaining for at least 24" from edge of slab. 3% See note number 2.2, .. . • t •.; f Minimum Slab Thickness / • •• / / / •r ,\ . ► : ► '! ' \ \ \ \ 6 mil Vapor Barrier Continuous Rebar with / 3" minimum concrete cover\,\\ /\\ ,\�\ Compacted or undisturbed See table labled "Turndown soil/sand treated for termites Footing Size Requiremen . • • table for quantity and sizf' Monolithic Slab with Optional Turndown Footing Detail 2227 MERCATOR DR ORLANDO. FL 32807 PH:L07-678-3352 FAX: 4.07-678-1334. t DESIGN®ARMSALUM. COM RMSTRONG ALUMINUM (3) #5 Rebarlvij /-N ..... continuous �� . , ���•� r �. �• �� �: ' •• . ; � > �.� . •' / 4".....:..y.... 11.011.... 11.011.....:..:.411 ................. 21-811.................. Knee Wall / Retainina Wall Section SCALE: 7/8" =1'-0" IX1=71 nillll=�..A- ►sLu� Referenced Dimensions Rebar Size & Qty Spacing nr "H" 'Wr 13 �S 32" IT 3 2 r -r 40• 16' 3 2 r -o - 4r 20• WA 3 6*0 60' X. WA 3 4'-0• 72' 30' WA 4 2-ar Slope of grade to be <_ 100 with the continuity remaining for at 'H" least 24" from edge of slab. I►.... . Under these conditions the slab may be 4" above grade. If the grade Is greater than 100 then a minimum of 12" shall remain r 0To/" .below grade. 1..... .. .. .. \ �N Type and Quantity of rebars referenced in "Knee Wall Turndown Footing Size Requirements" Knl Table at%, Prolecf Intaffrx bn SMETS 1115 PETERSON PLACE SANFORD, FL 32773 PARCEL ID: II -20-30-521-0000-0250 Screened Area: 360 FT'2 11 Solid Rod Area: N/A WIND SPEED:140 MPH EXPOSURE: C #5 Continuous rebar in poured solid top course BUILDIAI SANFORD FAgR��a #16_13 #5 Rebar Dowell in poured solid cell •Ir ' spaced @ "X" inches on center 8"x8"x16" CMU Typical [Existing Slab .:IIs' •. ,�4•M4•�" // // #40 rebar drilled and epoxy \�\ / set a minimum of 4" into •....... W-1 ..... • ra1111111fexisting slab and a minimum of U/ \\\\\\ ///�, into new slab. Placement to .,, ft —111 N from each end and 48" O.C. 5tah64 Eqr ee"h9 group 2227 MERCATOR DRIVE ORLANDO, FL 32807 PH: (407) 240-4402 Design ConfOmis to the FBC 2014 Balding and the FBC 2e14 en Residtial, as well as the ASCE 7-10 Delta oS OL STg!„� J ..... ", • ;TE �OF,:, :i_' I?Svol Stankay.R.E.: �! 5/12/16 # 16-125 4 OF 17 NOTES: I l) STRAPS ARE NOT REOUIRED WHEN. SAVE A) THE UPRIGHT HAS A CONNECTION TO THE RAIL SUPER GUTTER /N THE TOPYa OF THE UPRIGHT.) #10X3' S.M.S. FASTENED B) THE UPRIGHT MEMBER IS A 2X2 H OR 2X3 H. THROUGH EAVE RAIL INTO — C) THE PURLIN IS AT AN OBL/OUE ANGLE TO THE i SCREW BOSSES Of PURLIN NORMAL DIRECTION OF THE UPRIGHT. I 2) IN THE CASE WHERE A PURLIN DOES NOT LINE UP W/ TH THE UPRIGHT, THEN THE AL TERNA TE METHOD I X2 0. B. OF ATTACHMENT SHOULD BE USED. I FOR CONNECTING Ix2 O.B. TO EAVE RAIL USE A #10x1%' S.M.S. FASTENED EVERY 24' O.C. L 2'x6'xO.055' GUSSET PLATE (BOTH SIDES TYP) #IOX�' S.M.S FASTENED INTO PURLIN AND COLUMN (QUANTITY AS SHOWN) SAVE RAIL WALL TOP PLATE SIDE WALL COLUMN (1x2 O.B.) DEFAULT ATTACHMENT METHOD ®® L— 2x2xO.125' ANGLE #10x2' S.M.S. FASTENED @ 24' O.C. #10x0.75' S.M.S. (TYP) IF BEAM IS 2X4 THROUGH 2x7 FASTENERS ARE #10X0.5' S.M.S. FASTENED INTO !/$' GUSSET PLATE •••••••••••• IF BEAM IS 2x8 OR LARGER FASTENERS ARE #14X0.5' S.M.S. FASTENED INTO Y GUSSET PLATE 6061-T6 OR 5052-1-132 ALLOY GUSSET PLATE INSIDE OR OUTSIDE OF BEAM NECESSITATED BY THE NEED FOR A REVERSED WALL DUE '0 FENCE ENCROACHMENT ALTERNATE ATTACHMENT Y2• EDGE DISTANCE Y' MIN SPACING 2' MAX SPACING -4•r 0 0 0 0 00 0 0 0 0 O 00 0 O 00 O O 00 0 0 0 0 0 00 O O O O ;-@ • ... •SEE 'LENGTH OF SPLICE PLATE' • • • • • ►; NUM BER OF SCREWS REO BEAM SIZE O SCREWS 2x4 20 2x5 24 2x6 28 2x7 32 2x8 36 2x9 40 2x10 44 UIRED LE mGTH of SPucE PLATE BEAM SIZE kwml 0M.7m<L7 I� 1 i o� m® o� NOTES: BEAM—/ z 1) SPLICE PLATE LOCATIONS ARE TO BE It THE 2) SPL CE PL TE LOCATIONS ON BOTH SIDES OF SANFORQ ISTANCE OF THE BEAM. PURLIN To C THE BEAM MAY BE IN THE SAME LOCATION ALONG f►��,1111111����///� o� OTHE THER.NGTH OR ON OPPOSITE ENDS Of EACH STRAIGHT BEAMS �� 81ES7AN''%., A�R71v1ti�� 3) SPLICE PLATES MAY BE ON THE INSIDE OR \ OUTSIDE OF THE BEAM • •• �, GEN F•.••16 2227 MERCATOR DR PNslecilntormalbn F� IfteCreated: PH:Loi-6783 352 $METS 5 `�&nkaM ^R'�n�U� * • _ 5/12/16 FAX 407-678-1334 1115 PETERSON PLACE 2227 MERCATOR DRIVE t DESIGN®ARMSALUM.COM ORLANDO, FL 32807 � ,� ATE OF Number. 11 J SANFORD, FL 32773 PH: (407) 240-4402 i • 16-125 RMSTRONG PARCEL ID: 11-20-30-521-0000-0250 avol §tgWR E' •�� �� Screened Area:360 FT'2 11 Solid Roof Area:N/A iE1Sfo�EER, • • • 059 ALUMINUM N U M Design conforms the FBC z0�e Building and the FBC 2014 .`%�¢�� C 1111C_ WIND SPEED:140 MPH EXPOSURE: C /'�7C1f "Y✓�r�l.�\��\\` 5 OF Retidential, as well as the ASCE 7-10 K.B. length varies Beam is notched to ♦See layout drawing for size & location♦ Create a lap splice e e O (# 10 or # 14)4.5" S.M.S. e e each side. Quantity based on beam and upright size and is determined from table H -Channel (Typical) #10x0.5' S.M.S. each flange and each side (Typical). Quantity determined from Knee Brace Schedule Knee Brace (a.k.a. "KB" or "K.B.") Flat Beam to Column 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 #10x0.5' S.M.S. QUANTITY EQUAL TO DEPTH INTEGER OF LOOK -OUT ARM (i.e. 2 (w)x4 (d) uses a quanory of 4 fasteners) 110 x 5 M.S. SIDE (QUANTITY FROM KNEE BRACE SCHEDULE) FASTENED THROUGH STANDARD 0.050' H -CHANNEL (TYP.) oar KNEE BRACE (OPTIONAL S 1 NOTE #2) 4 r A RETURN 'LOOK -OUT' ARM TO BE SAME DEPTH (D) AS THE UPRIGHT 2'xI 5'x0 070' U -CHANNEL OR 2'x2'xO.125' ANGLE (EACH SIDE) ATTACHMENT TO HOUSE WALL VIA 0.25'0x1.25' TAPCONS. OTY EQUAL TO DEPTH OF THE LOOK -OUT ARM MINUS ONE 2'xI 5'x0.070' U -CHANNEL ATTACHED FROM LOOK -OUT ARP ALONG UPRIGHT TO EVEN WITH TOP OF THE FACE OF GUTTER #10x0.751 S.M.S. FASTENED INTO SUPER GUTTER AS SHOWN 2x2xO.125' ANGLE RUNNING CONTINUOUS FROM FACE OF GUTTER TO LOOK -OUT ARM MITER CUT REQUIRED #10x0.75' 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 (r. E 1r ARM WAS 2(W)W(D) THEN THE TOTAL otmmrirr womo 6E /D 16+6-/0)) LOOK -OUT ARM BEAM See aWoprrote *Beam to Upngtx' (may also be sloping) connecoon detail (i.e. sloping or Rat) UPRIGHT • (Size d"ittined hom layout drawug) For Gutter Attachment see "Super Gutter Connection to Host" detail or Super Gutter to carry beam detail. $.c CONNECTION #1 KNEE BRACE SCHEDULE SIZE OTV PER FLANGE Beam Saxe 2 2x3x0.050 3 2x4x0.050 2 2.6 .x6 2.7 2,0 2.91200 2.4 2 2x4 : e e e e to 12 6 • b 21d D e e e n 15 1B • 2xg 4 0 V V b 20 24 < 0 2.7 4 0 V a 10 20 24 p 2,t8 5 10 is 25 20 25 eo to 20 216 0 V is 10 ?I 30 As 2x10 7 w 1, 2, 2s 35 u Flat Beam to Column 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 #10x0.5' S.M.S. QUANTITY EQUAL TO DEPTH INTEGER OF LOOK -OUT ARM (i.e. 2 (w)x4 (d) uses a quanory of 4 fasteners) 110 x 5 M.S. SIDE (QUANTITY FROM KNEE BRACE SCHEDULE) FASTENED THROUGH STANDARD 0.050' H -CHANNEL (TYP.) oar KNEE BRACE (OPTIONAL S 1 NOTE #2) 4 r A RETURN 'LOOK -OUT' ARM TO BE SAME DEPTH (D) AS THE UPRIGHT 2'xI 5'x0 070' U -CHANNEL OR 2'x2'xO.125' ANGLE (EACH SIDE) ATTACHMENT TO HOUSE WALL VIA 0.25'0x1.25' TAPCONS. OTY EQUAL TO DEPTH OF THE LOOK -OUT ARM MINUS ONE 2'xI 5'x0.070' U -CHANNEL ATTACHED FROM LOOK -OUT ARP ALONG UPRIGHT TO EVEN WITH TOP OF THE FACE OF GUTTER #10x0.751 S.M.S. FASTENED INTO SUPER GUTTER AS SHOWN 2x2xO.125' ANGLE RUNNING CONTINUOUS FROM FACE OF GUTTER TO LOOK -OUT ARM MITER CUT REQUIRED #10x0.75' 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 (r. E 1r ARM WAS 2(W)W(D) THEN THE TOTAL otmmrirr womo 6E /D 16+6-/0)) LOOK -OUT ARM BEAM See aWoprrote *Beam to Upngtx' (may also be sloping) connecoon detail (i.e. sloping or Rat) UPRIGHT • (Size d"ittined hom layout drawug) For Gutter Attachment see "Super Gutter Connection to Host" detail or Super Gutter to carry beam detail. $.c CONNECTION #1 KNEE BRACE SCHEDULE SIZE OTV PER FLANGE Boom Si7a 2 2x3x0.050 3 2x4x0.050 2.4 2x5 24 2.7 2xB 2x9 2.10 the case of a sloping beam (i.e. mansard or gable) the knee brace is 2.4 2 4 0 • e e to eonaN OF KNEE BRAOE Is ro T" OF THE 11ITERO°� THE TOP OF THE GVRER OR TOP LIP of BRA®sags+ autRD UNLESS 21d 2 6 6 • b 10 12 • R 2x8 2 4 0 a 10 12 14 i O 2■7 a 4 e a to 12 u u 21m • e 10 10 12 1• ,o 2r9 6 a 12 12 14 1e 1e 200 o a 14 14 to to 20 Flat Beam to Column 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 #10x0.5' S.M.S. QUANTITY EQUAL TO DEPTH INTEGER OF LOOK -OUT ARM (i.e. 2 (w)x4 (d) uses a quanory of 4 fasteners) 110 x 5 M.S. SIDE (QUANTITY FROM KNEE BRACE SCHEDULE) FASTENED THROUGH STANDARD 0.050' H -CHANNEL (TYP.) oar KNEE BRACE (OPTIONAL S 1 NOTE #2) 4 r A RETURN 'LOOK -OUT' ARM TO BE SAME DEPTH (D) AS THE UPRIGHT 2'xI 5'x0 070' U -CHANNEL OR 2'x2'xO.125' ANGLE (EACH SIDE) ATTACHMENT TO HOUSE WALL VIA 0.25'0x1.25' TAPCONS. OTY EQUAL TO DEPTH OF THE LOOK -OUT ARM MINUS ONE 2'xI 5'x0.070' U -CHANNEL ATTACHED FROM LOOK -OUT ARP ALONG UPRIGHT TO EVEN WITH TOP OF THE FACE OF GUTTER #10x0.751 S.M.S. FASTENED INTO SUPER GUTTER AS SHOWN 2x2xO.125' ANGLE RUNNING CONTINUOUS FROM FACE OF GUTTER TO LOOK -OUT ARM MITER CUT REQUIRED #10x0.75' 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 (r. E 1r ARM WAS 2(W)W(D) THEN THE TOTAL otmmrirr womo 6E /D 16+6-/0)) LOOK -OUT ARM BEAM See aWoprrote *Beam to Upngtx' (may also be sloping) connecoon detail (i.e. sloping or Rat) UPRIGHT • (Size d"ittined hom layout drawug) For Gutter Attachment see "Super Gutter Connection to Host" detail or Super Gutter to carry beam detail. $.c CONNECTION #1 KNEE BRACE SCHEDULE SIZE OTV PER FLANGE WxO.044 2 2x3x0.050 3 2x4x0.050 4 2x4.x 0.048x 0.100 SMB 4 2x6x 0.050x 0.120 SMB 6 2227 MERCATOR DR Proleet Information �,je „L e,P e„,; • . kc 1e Created: ORLANDO. FL 32807 rJ .�"`an64 c1M�tnali (iro • • PH:407-678-3352 SMETS • 5/12/16 FAx L07-678-1334 2227 MERCATOR DRIVE i DESIGN®ARMSALUM.COM 1115 PETERSON PLACE ORLANDO. FL 32807 bNumber SANFORD, FL 32773 PH: (407 240-4402 / i 'Savo Stanka P.E. • 16-125 - RMSTRON PARCEL ID: II -20-30-521-0000-0250 y 905 K. ALU MCI N� w �o s 0 03 MPH ' 2 So1Xd Sl�or area: N/ A Design confURE: C orms DO F leas me iing and ithe 7-10 MC 2010 �•,��� '��: • � a ; ; �•� 6 OF 11 IINI11 Note: H -Channel Profile 1) Super Gutter may be 5" or 7". 2) The Knee Brace (K.B.) is required by default for all fiat (straight) ♦10 x 1/2S.M.S. (FOR UP TO 2x7) beams but may be ommitted if specified on the layout drawing. In LENGTH OF KNEE BRAC (REFER TO LAYOUT DRAWING(FOR OR 814 x 3/4' S.M.S. 2X8 AND HIGHER) FASTENED THROUGH the case of a sloping beam (i.e. mansard or gable) the knee brace is FOR LENGTHS GIVEN) 2'x2'xl/B' ANGLE EACH SIDE not required. UANTITY `Q��'N' NOTE: USING #14SMS WILL eonaN OF KNEE BRAOE Is ro T" OF THE 11ITERO°� THE TOP OF THE GVRER OR TOP LIP of BRA®sags+ autRD UNLESS TRANSOM UPRIGHT TO SUPER GUTTER ►►I Ilu A �i�0�4y1�1 ,�, ���1 SCREW CONNECTI °MO MOVING.DLAYOUT CONNECTION DETAIL ,� f� q�' (4) REQUIRED • • ` 2227 MERCATOR DR Proleet Information �,je „L e,P e„,; • . kc 1e Created: ORLANDO. FL 32807 rJ .�"`an64 c1M�tnali (iro • • PH:407-678-3352 SMETS • 5/12/16 FAx L07-678-1334 2227 MERCATOR DRIVE i DESIGN®ARMSALUM.COM 1115 PETERSON PLACE ORLANDO. FL 32807 bNumber SANFORD, FL 32773 PH: (407 240-4402 / i 'Savo Stanka P.E. • 16-125 - RMSTRON PARCEL ID: II -20-30-521-0000-0250 y 905 K. ALU MCI N� w �o s 0 03 MPH ' 2 So1Xd Sl�or area: N/ A Design confURE: C orms DO F leas me iing and ithe 7-10 MC 2010 �•,��� '��: • � a ; ; �•� 6 OF 11 IINI11 MEMBER TO SECONDARY MEMBER GIRT RUNNING CONTINUOUS 3x2xO.O7O HOLLOW UPRIGHT 2x2 045 MAY ALSO BE USED IN THIS CONNECTION CONFIGURATION IIx2 O.B. BASE PLATE RUNNING CONTINUOUS #10x0.75' S.M.S. FASTENED THROUGH THE INTERNAL U -CHANNEL AND INTO THE WEB OF THE UPRIGHT #10x0.75' S.M S. FASTENED THROUGH CLEARANCE HOLE OF CHAIR RAIL GIRT AND INTO THE FLANGE OF THE INTERNAL U -CHANNEL CAMOIGT — — — — — •10x3' S.M.S. FAST THROUGH CLEARANCE DN THE HEADER GIRT At HE SCREW BOSS OF THE I 1.875'xl.25'xO.60' / INTERNAL U -CHANNEL FASTENED TO THE WEB / OF THE UPRIGHT el i •10X0.75' S M.S FASTENED THROUGH CLEARANCE HOLE INTI WEB OF UPRIGHT #10X2' S.M.S. FASTENED THROUGH CLEARANCE HOLE ON THE UNDERSIDE OF THE IX2 O.B. AND INTO SCREW BOSS OF UPRIGHT HOLLOW COLUMN INTERNAL CONNECTIONS / 2XZXO.125' ANGLE # 10-0 x 3' SMS shown Standard connecting purtin to roof perimeter via internal screw boss. U -C annel dips may also be used (internal or external) with (2) # 10-0 x 0.S' SMS fastened on each side of the purlin. Upright 2x2 H upright shown as that is generally the sire used in most use cases. should a 2x4 or larger upright get used, see the •Perlin to Column- delall for the top connection. Gutter bD Fasda mnnectlon not sham for purposes of simplification (2) # 10-0 x 0.5' SMS fastened into each side of the upright 2x2x 0.125' Angle dips are optional but if used are only required to be 2' in height and require (2)#10.0 x 0.S' SMS in each flange of the angle (similar to what's sham). 1) 1' x 2' x 0.046' U-0annel dip used for attedhing upright to the roof perimeter. External is shown, but internal U-0ip as well as 2x2xO.125 L -Angle (on either side) may also be used. 2) Should a 2x4 or larger upright get used, see the'Puafin to Column' detail for the top connection. (4)# 10-0 x 0..7 SMS fastened through back side of upright into super gutter Gutter Reinforoe merN System Mitered base is shown and is typical tart not shown for purposes of is not required. U -Channel style dip may sinplftation. This system should be added for aesthebt reasons but is not be spaced evenly across gutter at necessary for structural reasons. a maximum spacing of 60'. It is not rewired to be dated at the uprights. Side View IDE TRANSOM WALL (2) #10-0 x 0.S' SMS fastened Into underside of roof perimeter Super Gutter Size of super gutter Is Inddental to this connection detail WITH Front View (From Inside Cape - Without Purlin Shown) SANFORD ON \\\\\t STAYh /,, ccrOARTM�� T...,• i� 2227 MERCATOR DR ProlectInformcrlbn�t�L • ieCreoted: ORLANDO. Fl- 32807 5 5&ftk'M ��ng CM� PH: 407-678-3352 SMETS 5/12/16 FAX: 407-678-1334 2227 MERCATOR DRIVE • i DESIGNODARMSALUH.COM 1115 PETERSON PLACE ORLANDO, FL 32807 • ~S OF ; Job Number: it SANFORD, FL 32773 PH: (407) 240-4402 i 'p vo Stanka P.E. ' ,Q- \ 16-125 RMSTRONG PARCEL ID: II -20-30-521-0000-0250 -.'A y" Ali • ALUM 1 N U M Screened Afeo: 360 FT 2 11 Solid Roof Area: N/A NIN 6'\DesigI."ce"forms to the Residential, FBC ass wellla theBuilaASCE 7-1ng and 0a Fllc 201a •,'�oFNC, WIND SPEED:140 MPH EXPOSURE: C t , \Lj SECONDARY MEMBER c � Notes: • 1) This connection detail shows the most common application of a side wall transom where the transom is less than 60' in height Taller transoms with larger upright e. 2x4 or larger) may be installed but the op PRIMARY MEMBER--------'w EMBER -- ` ` • ' l change o connection WIB change ID reflect the •PuAin to Column* connection dda8. eta #10x2' $ M.S. FASTENED THROUGH CLEARANCE HOLE IN WEB OF PRIMARY MEMBER AND INTO SCREW BOSS OF �/f / 2) The upright is shown lining up with a purlin in this detail. This is typically how irs installed, but is riot required. The uprights need to be Spaced SUCH that FASTENERS TOP AND BOTTOM TO SECONDARY MEMBER 6' the Span between thorn does not exceed what the roof perimeter .r n her Can BE SPACED A MAX OF 24' O.C. alxading to What is annotated On the Site specific layout dewing. FOR PRIMARY MEMBERS THAT FOR ARE 2x4 SMB - 2x7 SMB 3) This type of coruhemon is used to break up the span of the roof perimeter USE tlOx0.75' S.M.S. member along a hansom wall. If the roof perimeter member is large enough FOR PRIMARY MEMBERS THAT SECONDARY MEMBER to support the span on its awn (i.e. a 2x4 SMB spanning a 12' distance) then ARE 2x8 OR LARGER USE #14X0.75' S.M.S. SCREW BOSS (TYPICAL) the upright supports are not necessary and this detail isratrequired. This will be indicated on the site spedfic layout drawing. EXPLODED VIEW OF HALF It�� Imo\\ Roof Pe 'M MEMBER TO SECONDARY MEMBER GIRT RUNNING CONTINUOUS 3x2xO.O7O HOLLOW UPRIGHT 2x2 045 MAY ALSO BE USED IN THIS CONNECTION CONFIGURATION IIx2 O.B. BASE PLATE RUNNING CONTINUOUS #10x0.75' S.M.S. FASTENED THROUGH THE INTERNAL U -CHANNEL AND INTO THE WEB OF THE UPRIGHT #10x0.75' S.M S. FASTENED THROUGH CLEARANCE HOLE OF CHAIR RAIL GIRT AND INTO THE FLANGE OF THE INTERNAL U -CHANNEL CAMOIGT — — — — — •10x3' S.M.S. FAST THROUGH CLEARANCE DN THE HEADER GIRT At HE SCREW BOSS OF THE I 1.875'xl.25'xO.60' / INTERNAL U -CHANNEL FASTENED TO THE WEB / OF THE UPRIGHT el i •10X0.75' S M.S FASTENED THROUGH CLEARANCE HOLE INTI WEB OF UPRIGHT #10X2' S.M.S. FASTENED THROUGH CLEARANCE HOLE ON THE UNDERSIDE OF THE IX2 O.B. AND INTO SCREW BOSS OF UPRIGHT HOLLOW COLUMN INTERNAL CONNECTIONS / 2XZXO.125' ANGLE # 10-0 x 3' SMS shown Standard connecting purtin to roof perimeter via internal screw boss. U -C annel dips may also be used (internal or external) with (2) # 10-0 x 0.S' SMS fastened on each side of the purlin. Upright 2x2 H upright shown as that is generally the sire used in most use cases. should a 2x4 or larger upright get used, see the •Perlin to Column- delall for the top connection. Gutter bD Fasda mnnectlon not sham for purposes of simplification (2) # 10-0 x 0.5' SMS fastened into each side of the upright 2x2x 0.125' Angle dips are optional but if used are only required to be 2' in height and require (2)#10.0 x 0.S' SMS in each flange of the angle (similar to what's sham). 1) 1' x 2' x 0.046' U-0annel dip used for attedhing upright to the roof perimeter. External is shown, but internal U-0ip as well as 2x2xO.125 L -Angle (on either side) may also be used. 2) Should a 2x4 or larger upright get used, see the'Puafin to Column' detail for the top connection. (4)# 10-0 x 0..7 SMS fastened through back side of upright into super gutter Gutter Reinforoe merN System Mitered base is shown and is typical tart not shown for purposes of is not required. U -Channel style dip may sinplftation. This system should be added for aesthebt reasons but is not be spaced evenly across gutter at necessary for structural reasons. a maximum spacing of 60'. It is not rewired to be dated at the uprights. Side View IDE TRANSOM WALL (2) #10-0 x 0.S' SMS fastened Into underside of roof perimeter Super Gutter Size of super gutter Is Inddental to this connection detail WITH Front View (From Inside Cape - Without Purlin Shown) SANFORD ON \\\\\t STAYh /,, ccrOARTM�� T...,• i� 2227 MERCATOR DR ProlectInformcrlbn�t�L • ieCreoted: ORLANDO. Fl- 32807 5 5&ftk'M ��ng CM� PH: 407-678-3352 SMETS 5/12/16 FAX: 407-678-1334 2227 MERCATOR DRIVE • i DESIGNODARMSALUH.COM 1115 PETERSON PLACE ORLANDO, FL 32807 • ~S OF ; Job Number: it SANFORD, FL 32773 PH: (407) 240-4402 i 'p vo Stanka P.E. ' ,Q- \ 16-125 RMSTRONG PARCEL ID: II -20-30-521-0000-0250 -.'A y" Ali • ALUM 1 N U M Screened Afeo: 360 FT 2 11 Solid Roof Area: N/A NIN 6'\DesigI."ce"forms to the Residential, FBC ass wellla theBuilaASCE 7-1ng and 0a Fllc 201a •,'�oFNC, WIND SPEED:140 MPH EXPOSURE: C t , \Lj 'FIELD TAPCONS' NOTES: 2%2x0.125' BASE PLATE ANGLE 1) *FIELD ANCHORS* ARE TO BE X- 0 TAPCON WITH A I Y.• MINIMUM EMBEDMENT INTO CONCRETE FOUNDATION. MAX SPACING 1X2 O.B. TOP PLATE EDGE BEAM EDGE PURLIN IS 48' O.C. S�. 41WCONICRETE 2) UNLESS SPECIFIED ON A SEALED SITE-SPECIFICbDRAWING, ANCHOR ON TOP #IO X 2• S.M.S. (OR #I2) OF BASE PLATE MINIMUM EDGE DISTANCE FROM TXE CENTER OF TXE T1►CON TO TXEi/LFASTENED THROUGH THE 1X2 O.B. EDGE OF TME CONCRETE DECK IS 2 • OR 5 TIMES THE EMBEDMENTADEPTH: WHICH EVER IS GREATER. MINIMUM EMBEDMENT DEPT" IS I AND INTO THE 2X2 H @ 24' 0.C. (MAX) INTO CONCRETE FOUNDATION. WITH A FASTENER LOCATED NO GREATER 3) QUANTITY OF FASTENERS FOR BOTH SHEET METAL SCREWS AND THAN V FROM A CORNER ...� • 7APCONS IS TO MATCH WHAT IS SHOWN IN THE DETAIL VIEW. 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 (MIN) 1110 x Inc• S.M.S. DECK ANGLE TO FOUNDATION A MINIUMUM SPACING OF �/- AND A MAXIMUM SPACING OF 1 3/1 - (TYPICAL) WITH A MINIMUM 3/A- EDGE DISTANCE. TAPCON PATTERNS MAY NOT BASE PLATE A DIFFER FROM WHAT IS SHOWN. (TYPICALLY IX2 O.B.) (Example Detail View) 4) SHEET METAL SCREWS ARE TO BE A MINIMUM OF a10 0 X i-. COLUMN TO DECK (EXAMPLE) 1 2x4 Column (3/8" Anchors) ; 2x5 Column (1/4" Anchors) 2x5 Column (3/8" Anchor) 2x6 Column (1/4" Anchors) 2x6 Column (3/8" Anchors) 2x7 Column (1/4" Anchor) 2x7 Column (3/8" Anchors) 2227 MERCATOR DR ORLANDO, FL 32807 PH: 407-678-3352 FAX: 407-678-1334 i DESIGN®ARMSALUM.COM RMSTRONG ALUMINUM INC. THE LARGER S.M.S. MAV BE USED, BUT ME QUANTITY IS TO REMAIN THE SAME. 5) COLUMNS MAY SIT ON TOP OF BRICK PAVERS BUT THE TA►CONS — — — — MUST PENETRATE THROUGH THE BRICKS AND INTO THE CONCRETE FOUNDATION BENEATH WITH THE MINIMUM EMBEDMENT OF I 2x8 Column (1/4" Anchors) 2x8 Column (3/8" Anchors) 2x9 Column (1/4" Anchors) 2x9 Column (3/8" Anchors) 2x10 Column (1/4" Anchors) 2x10 Column (3/8" Anchors) ED SIDE !/,• Q EMI FAS Boleti tr1►amaBon �J LLE Eq�nhf, (Tropp SMETS 1115 PETERSON PLACE 2227 MERCATOR DRIVE ORLANDO, FL 32807 SANFORD, FL 32773 PH- (407) 240-4402 PARCEL ID: II -20-30-521-0000-0250 Screened Area: 360 FT' 2 11 Solid Roof Area: N/A Design ConfomLs to the FBC 2014 Building and the FBC 2814 WIND SPEED:140 MPH I EXPOSURE: C Residential, as well as the ASCE 7.10 • 9 0 S} Yi � 1 • O C O avol Stankay. P.E. LJLTI'_TTi ABBBRBM 16 -14 38 5/12/16 umber. 16-125 8OF11 #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. PRIMARY MEMBER) #10 X 2' S.M.S. FASTENED THROUGH PRIMARY MEMBER INTO SCREW BOSSES 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; #10X0.5" SMS TO BRACE. INSIDE USES A 1X3 ANGLE WITH(6) #10X0.5" SMS TO FRAME AND (3) #10X0.5" SMS TO BRACE. DIAGONAL BRACE SECONDARY MEMBER (PURLIN) ALIGNMENT GROOVE FOR FASTENERS TO LINE UP ON 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. DIAGONAL BRACE CHANNEL PRIMARY MEMBER (BEAM) SINGLE -CHANNEL DIAGONAL BRACE 2227 MERCATOR DR ORLANDO.32807 PH: 407-677 8-5352 FAX: 407-678-1334 DESIGN®ARMSALUM. COM -ARMSTRONG ALUMINUM CE CHANNEL #10 x 1/2' S.M.S. FASTENED THROUGH FLAT BAR INTO DIAGONAL BRACE (TYP.) PURLIN OR EAVE NOTE: ROOF BRACING MAY BE ATTACHED FROM PURLIN-TO-PURLIN OR FROM BEAM -TO -BEAM. ORIENTATION OF BRACE IS INCIDENTAL TO DESIGN. \ #10 TH F -OR-" - - - - BEAM (TYP.) DIAGONAL ROOF BRACE ATTACHED VIA TOENAIL INTO SECONDARY MEMBER FLAT BAR GUSSETT DIAGONAL BRACE GUSSETT ATTACHMENT Project Intormalbn SMETS 1115 PETERSON PLACE SANFORD, FL 32773 PARCEL ID: II -20-30-521-0000-0250 .Screened Area: 360 FT'2 11 Solid ROOF Area: N/A WIND SPEED:140 MPH EXPOSURE: C #10 x 1/2' S M.S. FASTENEDINTO DIAGONAL BRACE (BRACE NOT SHOWN FOR CLARITY) (TYP ) #10 x 1/2' S.M.S. FASTENED THROUGH BRACKET INTO ROOF PURLIN (TYP.) SIDE VIEW (TYP•) PURLI c1sr-cw- #10 x I/2' S.M.S. FASTENED - THROUGH BRACKET INTO ROOF PURLIN (TYP ) #10 x 1/2. S.M.S. FASTENED INTO DIAGONAL BRACE (BRACE NOT SHOWN FOR CLARITY) (TYP ) FRONT VIEW (DOUBLE SIDED BRACKET) URLIN 10 x 1/2• S.M S. FASTENED PURLIN 2'• • ! THROUGH BRACKET INTO #10 x I/t' S.M S FASTENED ROOF PURLIN (TYP.) THROUGH CHANNEL INTO ROOF PURLIN (TYP.) #10 x I/2' S.M.S. #10 x 1/2' S.M.S. FASTENEDINTO FASTENEDINTO DIAGONAL BRACE DIAGONAL BRACE (BRACE NOT SHOWN (BRACE NOT SHOWN FOR CLARITY) (TYP.) FOR CLARITY) (TYP.) FRONT VIEW (SINGLE SIDED BRACKET) ALTERNATE DIAGONAL BRACE CONNECTION (C -CHANNEL) 7VILD/% DIAGONAL BRACE U—T—CHAN_�����/v \ I's TAN / •.....� 56A64 E,Ig rwmh9 (croup • 2227 MERCATOR DRIVE ORLANDO, FL 32807 •MATE OF ; PH: (407) 240-4402 i'4 •.Pavg1 StankaY, P.E,' ,- Design conforms to the FBC 2014 Building and the FBC 2014 Residential, as well as the ASCE 7-10 SANFORD � 0V104RTr+��c� 3 16 5/12/16 16-125 9OF11 i SUPER GUTTER IS SHdWN FOR ILLUSTRATIVE PURPOSES. FOR SUPER GUTTER CONNECTION DETAILS SEE 'SUPER GUTTER CONNECTION TO MOST' DETAIL. ANY OTHER STRUCTRUAL ELEMENT MAY BE SUBSTITUTED SUCH AS A HOUSE WALL OR CARRY BEAM NOTE: 1) SUPER GUTTER IS SHOWN AS THE COMPONENT BEING FASTENED TO, BUT THIS DETAIL CAN BE USED IN THE -CASE WHERE SUPER GUTTER IS SUBSTITUTED FOR A DIFFERENT STRUCTURAL COMPONENT (I.E. CARRY BEAM, HOUSE WALL, ETC.) PROVIDED THE PRIMARY STRUCTURAL COMPONENT IS SUPPORTED PROPERLY IN ACCORDANCE WITH THE DETAILS IN THE SEALED ENGINEERING PACKAGE. PURLIN IS ATTACKED TO THE PRIMARY MEMBER VIA THE STANDARD *PRIMARY T SECONDARY' METHOD (TYPICAL) 010 A 3' S.M.S FASTENER MAY BE PLACED ANYWHERE ALONG THE VER71CAL FACE OF THE FRAME MEMBER. 2x2210.125- ANGLE ON THE BOTTOM OF THE FRAME MEMBER MAY BE USED IN LIEU OF (OR IN ADDITION TO) THE FASTENER BY ITSELF. 2x6 SMB IS SHOWN BUT ANY FRAME MEMBER MAY BE USED AND MAY BE ATTACKED ANYWHERE ALONG EITHER THE FACE OF THE SUPER GUTTER OR OTHER STRUCTURAL ELEMENT PRIMARY MEMBER TO PARALLEL STRUCTURAL ELEMENT 2227 MERCATOR DR ORLANDO, FL 32807 PH: 407-678-3352 FAX: 407-678-1334 DESIGNOARMSALUM. COM RMSTRONG ,�,F ALUMINUM FASTENER TYPE TO BE DETERMINED FROM TABLE. SPACING BETWEEN FASTENERS SHALL BE NO MORE THAN 24' O.C. WITH A FASTENER ADJACENT TO EITHER SIDE OF THE ROOF BEAM WITHIN 12' OF THE BEAM. • r ROOF PURLIN IS TYPICAL BUT MAY BE OMMITED. PURLIN IS TO BE ATTACHED THROUGH THE WEB OF THE BEAM INTO ITS INTERNAL SCREW BOSSES. MEMBER SIZES MAY BE AS FOLLOWS: lag O.B.. 2x2 H. 20 H, 2X4 H. 2x5 H ROOF BEAM (MAY ALSO BE A SLOPING O' MMITBM OuAmmr of SpEmnED FAsiB m (OLE sW mbw. FAsrB16R TO BEAM FAsTuan To C.M.U. HOST FAtTETEBS To WOOD Hoar 0 0 S.M.S. 114 S.M.S. 0.25! TArcm 0.375'0 TArms 110 Woo- scKw 114 WooD Scpw 2 2 1 1 2 1 1) TYPE a QUANTITY OF FASTENERS ATTACHING 2 2 1 1 2 ' 2114 H 2 TO SUPPORT STRUCTURE ARE TO BE DETERMINED / O 21 USING THE FASTENER TABLE AND REPRESENTS ONE SIDE OF THE BEAM 215 SMB 3 3 1 1 3 2 at? SMB 4 4 2) FASTENERS SMALL NOT BE LESS THAN 0.75' / O 5 5 O /CENTER -To -CENTER FROM EACH OTHER NOR SMALL THEY BE GREATER THAN 2' CENTER -TO -CENTER EACH OTHER. /FROM O 4 3 5 S O 6 0 / e is 2 2 s a a 3) FASTENERS MAY BE ARRANGED IN ANY PATTERN PROVIDED THE MINIMUM OTY FROM THE TABLE IS MET ALONG WITH THE ABOVE MENTIONED SPACING REQUIREMENTS. SUPPORT STRUCTURE MAY BE ANY OF THE FOLLOWING PROVIDED IT HAS ENOUGH SURFACE AREA FOR THE CONNECTION TO BE COMPLETE: 1) %- PLYWOOD / Vi- O.S.B. 2) C.M.U. 3) STANDARD ALUMINUM CARRY BEAM FRAME MEMBER USED IN THE FABRICATION OF SCREEN ENCLOSURES 4) SUPER GUTTER WITH PROPER REINFORCEMENT BRACKETS AT THE CONNECTION, AS DEPICTED IN THE DETAIL LABELED 'SUPER GUTTER CONNECTION TO HOST STRUCTURE' NOTE: 1) U -CHANNEL MAY BE USED IN LIEU OF 2X2 ANGLE CLIPS ON EITHER SIDE OF THE BEAM AS LONG AS THE THICKNESS OF THE U -CHANNEL BEING USED IS GREATER THAN OR EQUAL TO THE THICKNESS OF THE BEAM TO WHICH IT IS ATTACHING. 2) IF THERE IS A PURLIN ATTACHING TO THE BEAM AND ITS PRESENCE PROVIDES MINIMAL ROOM TO ACHIEVE THE MINIMUM FASTENER REQUIREMENTS THEN AN ADDITIONAL 2x2xO.125' ANGLE MAY BE USED GOING FROM THE BEAM TO THE ANAL WITH THE FASTENERS PENETRATING THE PURLIN BEAM TO SUPPORT STRUCTURE AND THE ANGLE TO ATTACH TO THE HOST STRUCTURE. BEAM TO HDST STRUCum FASTENER RE0ITIREMEftn Proletl (llforTllt7110n SMETS 1115 PETERSON PLACE SANFORD, FL 32773 PARCEL ID: II -20-30-521-0000-0250 SCxeened Area: 360 FT'2 I I Solid Roof Are WIND SPEED:140 MPH EXPOSURE: C 5&rjta4 En9memh3 (Iroup 2227 MERCATOR DRIVE ORLANDO, FL 32807 PH: (407) 240-4402 Design conforms to the FBC 2014 BUftng and the FBC 2814 Residential, as well as the ASCE 7.10 ! I UN- LJ I2a2x0.I25 ANGLE I / / 1) OUA14TITY OF FASTENERS ATTACHING TO BEAM ARE TO BE DETERMINED USING THE FASTENER TABLE AND ' REPRESENTS ONE SID OF THE BEAM. TYPE OF FASTENERS WILL BE 010 S.M.S. FOR BEAM SIZES BETWEEN 2x4 - 2x7 8 014 S.M.S. FOR BEAM SIZES 2x$ - 2x10. 2) FASTENERS SMALL NOT BE LESS THAN 0.75' CENTER -TO -CENTER FROM EACH OTHER NOR SMALL THEY BE GREATER THAN 2' CENTER -TO -CENTER FROM EACH OTHER. 3)FASTENERS MAY BE ARRANGED IN ANY PATTERN PROVIDED THE MINIMUM OTY FROM THE TABLE IS MET ALONG WITH THE ABOVE MENTIONED SPACING REQUIREMENTS. 2x2x0125' CUSTOM BENT O ANGLE BRACKET (SEE NOTE 01) 2x2xO.125' CUSTOM BENT ANGLE BRACKET (SEE NOTE 03) ANGLED BEAM TO SUPPORT STRUCTURE (PLAN VIEW) Notes: 1) ACUTE SIDE OF BEAM MAY BE NOTCHED TO ALLOW FOR THE 2XZAO.125' CUSTOM BENT ANGLE BRACKET TO SLIDE IN BETWEEN THE BEAM AND SUPPORT STRUCTURE. THE FABRICA71ON METHOD TO ACHIEVE THIS WOULD BE TO SIMPLY ATTACH THE ANGLE BRACKET TO THE BEAM PRIOR TO INSTALLING THE BEAM HALF -SHELL, PROVIDED THE ACUTE SIDE OF THE BEAM IS INSTALLED FIRST. THIS WOULD ALLOW FOR THE FASTENERS TO BE INSTALLED INTO THE SUPPORT STRUCTURE PRIOR TO THE INSTALLATION OF THE OBTUSE SIDE OF THE BEAM. 2) IF THE FABRICATION METHOD SHOWN HERE CANNOT BE ACHIEVED. THEN A SECONDARY 2X20.125' ANGLE MUST BE INSTALLED BENEATH THE BEAM. TYPE AND OTY OF FASTENERS SHOULD REFERENCE THE ROW LABLED -2x2 H' IN THE 'FASTENER REQUIREMENTS' TABLE 3) A CUSTOM��(I`�I'���� MUST ALWAYS BE INSTALLED ON THE OBTUSE SIDE OF TMG }}�I TT z 4�N`G VolZZ CCA1l.I1I�j�oM THE 'STRAIGHT BEAM TO SUPPORT T ZTETea: 5/12/16 b Number.$OF Jo C-1 16-125 10 of 11 MMITBM OuAmmr of SpEmnED FAsiB m (OLE sW mbw. FAsrB16R TO BEAM FAsTuan To C.M.U. HOST FAtTETEBS To WOOD Hoar 0 0 S.M.S. 114 S.M.S. 0.25! TArcm 0.375'0 TArms 110 Woo- scKw 114 WooD Scpw 2 2 1 1 2 1 ata H 2 2 1 1 2 1 2114 H 2 2 1 1 2 2 21 215 SMB 3 3 1 1 3 2 at? SMB 4 4 3 2 4 4 ate SMB 5 5 4 3 5 5 21119 SMB 5 5 4 3 5 S a<B SMB 6 0 s s e e is 2 2 s a a ' MBIMM EMBEDMDfT DErm (Iwum) Proletl (llforTllt7110n SMETS 1115 PETERSON PLACE SANFORD, FL 32773 PARCEL ID: II -20-30-521-0000-0250 SCxeened Area: 360 FT'2 I I Solid Roof Are WIND SPEED:140 MPH EXPOSURE: C 5&rjta4 En9memh3 (Iroup 2227 MERCATOR DRIVE ORLANDO, FL 32807 PH: (407) 240-4402 Design conforms to the FBC 2014 BUftng and the FBC 2814 Residential, as well as the ASCE 7.10 ! I UN- LJ I2a2x0.I25 ANGLE I / / 1) OUA14TITY OF FASTENERS ATTACHING TO BEAM ARE TO BE DETERMINED USING THE FASTENER TABLE AND ' REPRESENTS ONE SID OF THE BEAM. TYPE OF FASTENERS WILL BE 010 S.M.S. FOR BEAM SIZES BETWEEN 2x4 - 2x7 8 014 S.M.S. FOR BEAM SIZES 2x$ - 2x10. 2) FASTENERS SMALL NOT BE LESS THAN 0.75' CENTER -TO -CENTER FROM EACH OTHER NOR SMALL THEY BE GREATER THAN 2' CENTER -TO -CENTER FROM EACH OTHER. 3)FASTENERS MAY BE ARRANGED IN ANY PATTERN PROVIDED THE MINIMUM OTY FROM THE TABLE IS MET ALONG WITH THE ABOVE MENTIONED SPACING REQUIREMENTS. 2x2x0125' CUSTOM BENT O ANGLE BRACKET (SEE NOTE 01) 2x2xO.125' CUSTOM BENT ANGLE BRACKET (SEE NOTE 03) ANGLED BEAM TO SUPPORT STRUCTURE (PLAN VIEW) Notes: 1) ACUTE SIDE OF BEAM MAY BE NOTCHED TO ALLOW FOR THE 2XZAO.125' CUSTOM BENT ANGLE BRACKET TO SLIDE IN BETWEEN THE BEAM AND SUPPORT STRUCTURE. THE FABRICA71ON METHOD TO ACHIEVE THIS WOULD BE TO SIMPLY ATTACH THE ANGLE BRACKET TO THE BEAM PRIOR TO INSTALLING THE BEAM HALF -SHELL, PROVIDED THE ACUTE SIDE OF THE BEAM IS INSTALLED FIRST. THIS WOULD ALLOW FOR THE FASTENERS TO BE INSTALLED INTO THE SUPPORT STRUCTURE PRIOR TO THE INSTALLATION OF THE OBTUSE SIDE OF THE BEAM. 2) IF THE FABRICATION METHOD SHOWN HERE CANNOT BE ACHIEVED. THEN A SECONDARY 2X20.125' ANGLE MUST BE INSTALLED BENEATH THE BEAM. TYPE AND OTY OF FASTENERS SHOULD REFERENCE THE ROW LABLED -2x2 H' IN THE 'FASTENER REQUIREMENTS' TABLE 3) A CUSTOM��(I`�I'���� MUST ALWAYS BE INSTALLED ON THE OBTUSE SIDE OF TMG }}�I TT z 4�N`G VolZZ CCA1l.I1I�j�oM THE 'STRAIGHT BEAM TO SUPPORT T ZTETea: 5/12/16 b Number.$OF Jo C-1 16-125 10 of 11 ' tr 10 0 x 0.75• S.M.S. Quantity dawn is the minimum requirement. Max spadrg between fasteners is 2• with the minimum .4 ......7 ...... li spacing between fasteners s at 0.75•. if the component that the able Is being attached to is owftured in such a w' ay that, O O O O O prevents two peryendkular rows, then a second row or column of fasteners may be added parallel (but riot mlinear) • to the default row or column of fasteners at alternating spacing. q�• O 66/ O 0 Eye bolt shown for illustrative purposes Cray Figure 8 Loop Pressed Aluminon Eyelet Sleeve Ix2x0.125 Angle is to be used in the ase where the triangle p4 is less than W thiclL 45• +15• -15' thidctriangle plate 1, f %i' thick able with approved loop attached to the eye bolt �%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) Cable Connection Notes: 1) To determine the quantity of cedes needed for a saran wall braced on one side by a host structure take the total square footage of the braced wall and divide by 250. Round the calculated value to the closest whole thick stainless steel able number and subtract one. It is inter ed to not have a able on a wall that is less than 250 S.F. Example: 430 SF. / 250 = 1.72 -> rounds to 2 -> 2-1 = 1 aIle 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. Rowel the calculated value to the closest whole number and multiply by 2. It is required that an unbraced saw wall have an equal amount of cables opposing each other. Example: S35 S.F. / 250 = 2.14 -> rounds to 2 -> 2.2 - 4 cables (2 pairs of opposing cables) 3) Any one of the approved cable -to -deck attachments shown may be used. Feld conditions will dictate the type of attachment used and may change dynamically from the original design Intent. This has no hearing on the o design or ft structural integrity of the enclosure and therefore Is allowed to be done, as brig as one of the Single Lo appmumd attachment details is utilized. 4) Cables may attach through pavers as ting as the minimum consete embedment d 1 -Xe is aWeme by usimg a longer mpcon. 5) Minimum ovaele edge distance for all concrete fasteners is 2)4•. 6) Cables should be at a 45' angle to the vertical uprights (315°). Cable Attachment Details (1 of 2 %* fade with approved bop Y4"0x1y•(L) Tapoon or sleeve an (Typical) y4 Tapoon c t I yh•�'r Camelback to Side of Deck '-i• Cade with approved bop (Typical) -A Y0x3"(L) Tapson (any) If bop of able is larger than washer flange of tapoon then an additional WW flanges double washer is required Flat Bar to Side of Deck %a" (T) 6063-T6 Aluminum �. (or equivilant) B i A Flat Bar Plate Mrut.:: Single Concrete Fastener to Side of Deck Camelback to Top of Deck 5/6" 0 Stainless Steel 8 �VILDfgrC i SANFO RD j::: ARIA Camelback Clip Bracket Cable Attachment D . �, Sic •. 2 2227 MERCATOR DR�.w�Lw', � ORLANDO, FL 32807 ROletf IrAorrrwhbn 5 9W" 4 E4h9 UroT • O. 9 to GeDted: PH- 407-678-3352 SMETS J� `= 5/12/16 FAX: 407-678-1334 2227 MERCATOR DRIVEE i DESIGN®ARMSALUM.COM 1115 PETERSON PLACE ORLANDO. FL 32807 • 92b Number: t J SANFORD, FL 32723 PH: (407) 240-4402 • •pav0 E. 16-125 RM TR N PARCEL ID: II -20-30-521-0000-0250 i E • FL 29059• ALUMINUM �S uened 0 0360 F 2 I Shcd EXPOSURE: RodfE ee: N/A Design conforms Do he FBC 201 s the ASCE d the FSC 2e14 .�,i, ►� • ; C Z-11 as II OF II RECORD COPY REQUIRED INSPECTION SEQUENCE BP# 1(6- IIAS % Address: M S ' BUILDING PEIPMbT min Max IIns ection IIDescre tion Footer / Setback Stemwall Foundation / Form Board Survey F� 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 Drywal / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window ppp 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 BLECTR]CAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final MECHANFCAL PERM[T Nun Max Inspection Description Mechanical Rough Mechanical Final Min Max I nspection Description Underground Rough GasFinal 1�9[in max Inspection Description PlumbingUnderground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANFCAL PERM[T Nun Max Inspection Description Mechanical Rough Mechanical Final Min Max I nspection Description Underground Rough GasFinal MARYANNE MORSE► SEMINOLE COUNTY (9 " i oZs CLEW • IF CIRCUIT COURT & COMPTROLLER This instrument prepared by: BY. 8694 P9 44 (1P95 ) �,f,-A � G. E��i,'?,t.J CLERK'S T 2016053875 Name: RECORDED 05/24/2016 1311:34:56 PH .Address: a2 /liP,-^ e f—ld 30$a-1 RECORDING FEES $10.00 RECORDED BY hdevore 1NOTICE OF COMMENCEMENT STATE OF FLORIDA Permit #: COUNTY OF SEMINOLE PARCEL ID #: THE UNDERSIGNED hereby gives notice that improvements 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. Description of Property: (Legal description of the property and street address if available) ��l 7�/' �. 7/ 0?, 33- I 33- r r/ s 'P& r,& k-s.OA, P1. SA-.-'For-,P V5* 2 General Description of Improvements: pour s 6,f6 't dJ S f Ali/ Z 3 Owner Name: Address: S Phone: q0 7 - 4 If P Interest in property: go LJy /t/Q .n Name & Address of fee simple titleholder: (if other than owner) 44 Contractor's Name: ARMSTRONG ALUMINUM INC. Phone: 407-678-3352 Address: 2927 MFRf:ATnF? f)R C1RI ANf)C1 FI 198()7 FAX 407-678-1334 5 Surety Name: N/A Phone: Address: Amount of Bond: $ 6 Lender Name: N/A Phone: Address: 7 Persons within the State of Florida designated by Owner upon who notice or other documents may be served as provided by Section 713.13(1)(a) 7. Florida Statues: Name: Phone: Address: 8 In addition to himself or herself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Phone: Address: 9 Expiration Date of Notice of Commencement (the expiration date is I 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 WITFI YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING W RK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verification iurstAnt.to Section 92.525, Florida Statutes /Under pe al es perj , deet re that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. t/ X Signatu o ner or O is Authorized Signatory's Title/Office Officer / Director / Partner / Manager / '— The foregoing instrument was acknowledged before the this 3 day of Afi:X 20 �, by Z</jY�JZ' S He Q < (name of person) as $ D,u.s���! �rL OBJ (type of authority, ...e.g. officer, trustee, attorney in fact) for (name of party on behalf tom ut. me as ecute (SEAL) � • o_ Signature of Notary tic, State of Florida 1) y " . Fiji Notary public Stets of Florida Print, Type or Stamp Commissioned Name of Notary Public Randy L Ellman My commisalon EE 662914 Personally Known IB—' or Produced Idenliftcation O E res 04/o9/2017 14� f 1FIEOCJPY-MAhYh.V1EtV:O:tSE CL K OF THE CIRCO I _; URTANO COMPTROLLER September 2014 MAY 2 4 2016 SEMINOLE COU' FLORI 8Y 0: PIJTY CUM