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1406 E 20 St 18-2185 New Construction
DEC 12 2018 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D _ Application No: 17 Documented Construction Value: $ I = Job Address: \VAO Q E X-C) Vk^ S St,qtA AR_ Historic District: Yes No Parcel ID: 31- `cN- 3\ - 5014' 0 1CO -O 1(92 Residential R Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: w S d Plan Review Contact Person: Title: Phone: j4 -7 r? 1 I- G I T Fax: Email: .hY'6 J ?.00( 9fY net Col'ti• Property Owner Information Name t,\?o e , A Phone: Wn - 31Li - L 1-1 D Street: `k01.1 1 r.wg -1:g ve Resident of property? City, State Zip: s'_'v '4_0 F L 3a-1 3 Contractor Information Name R L f g t&' k Street: Shy v c;oA s &s w4eje, r"RW, T City, State Zip: O YN0.\L,Oz EL :32 Name: Street: City, St, Zip: Phone: Fax: State License No.: CGt 160_71 if 0 Architect/Engineer Information Phone: Fax: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT 19fOUR 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges' figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Z: QaA ) al a] W_ Signature of Owner/Agent Da e I Z_, Q_ tg Date unnr a+"°., ANNETTE BLAND a+°• : Notary Public -State of Florida Commission # GG 060623 My Comm. Expires Jan 16, 2018 to Me or Produced ID Type of ID lure or Contractor/Agen Date Print CA-1 actor/Agent's Namee-1 Signature ANNETTE BLAND Notary Public -State of Florida Commission ires Jan66 201EMyComm. Exp _ Type of ID to Me or BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[-] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes NO APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, QSeminole County, Winter Springs Date: 1 hereby name and appoint: n% J an agent of. cLy, Coy,,S tivk A L, L c Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and appl ation for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: N 1 ?e y CA- S S e No% State License Number: Signature of License Holder: C,-cJ56-7Ti- 14o STATE OF FLORIDA COUNTY OF c01 The foregoing i trument w s acknowledged before me this day of , 20Q, by Yo SSe' who is o personally known to me or o who has produced L L as identification and who did (did not) take an oath. Signature Notary Seal) C' 1,J. Rev. 08.12) Print or type name Notary Public - State of _ Commission No. My Commission Expires: ANNETTE BLAND Notary Public •Slate of Florida Commission # GG 060623 Hp;; d:' My Comm. Expires Jan 16.2016 CITY OF S. NFORD 2%. og FIRE DEPARTMENtlY., q.52 MAY9 OiH uilding & Fire Prevention Division a PERMIT APPLICATION Application No: I ` Documented Construction Value: $ 9c). Job Address: f o + < -( '3 %7 1 Historic District: Yes[]No10 Parcel ID: '2 C'j O — C - b (0b Residential C Type of Work: N Description of Work: eeh Plan Review Contact Person: Phone: Fax: ommercial Alteration Repair Demo Change of Use Move Email: Title: nl:)&)er' Property Owner Information / Name a r co V -k, O , Phone: (1-(% 1- 3 )`7 - `/ % 70 Street: D3 01,w P1, Resident of property? : City, State Zip:3-17-71 Name Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Contractor Information Phone: Fax: State License No.: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: . Address: 2A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. 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 inthisjurisdiction. 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: 61b Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. M-RAVtA(Ls /711 v sat owner/A ent Dat Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name DEBBIE BLANTON MY COMMISSION d FF 17M8 EXPIRES: February 25, 2019 Bonded Thiu Notary Pubic UnderwWs Owner/Agent is L,411e rsonally Known to Me or Produced ID Type of ID Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical e"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 Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: 0 r" WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: January I, 2018 Permit Application COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100004 BUILDING APPLICATION #: 18-10000474 BUILDING PERMIT NUMBER: 18-10000474 UNIT ADDRESS: 20TH ST E 1406 TRAFFIC ZONE:022 JURISDICTION: DATE: May 21, 2018 31-19-31-504-0700-0160 SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: LORENZO POLK ADDRESS: 2604 HIAWATHA AVE SANFORD FL 32773 LAND USE: NEW SINGLE FAMILY RES TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 1406 E 20TH ST / BEL AIR / SFR 188 ;7- 1 1 FEE BENEFIT RATE UNIT I------------------------ CALL UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROA1?S-ARTERIALS N/A Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.00) dwl unit 00 FIRE RESCUE N/A 00 LIBRARY N/A Family Housing 54.00 1.00t dwl unit 54.00SCSinRleg9LPARIngleFamilyHousing9,000.00 1.000 dwl unit 9,000.00 KS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 CREDIT FEES; SCI LIIBRARY R Housing 54.00 1.000 W1 unit 54.00- SCSingleOFaamily Single Family Housing 9,000.00 1.000 awl unit 91000.00- SCI ROAD ARTERIALS R Single Family Housing 705.00 D 000 awl unit 705.00 AMOUNT UE 00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UDDER THE c SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR RIVIEW MUST MEET THE RE UIREMENTS OF THE COUNTY LAND DEVELOPMENT :ODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQJESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFEIENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS HOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE i CITY OF ANFORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Flood Zone Determination Request Form Name: LorenzoPolk Firm: Owner Address: 103 Ellen Place City: Sanford State: FL Zip Code: 32771 Phone: 407.314.4770 Fax: Email: 1polk03@gmail.com Property Address: 1406 E. 20th Street Property Owner: Lorenzo Polk Parcel identification Number:21-19-31-504-0700-0160 Phone Number: Email: The reason for the flood plain determination is: FEW New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) O ' ICE uS O Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0070 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: N floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 18-2185 Reviewed by: Michael Cash, CFM Date: July 24, 2018 BOUNDARY SURVEY " REAL PROPERTY DESCRIPTION" LOT 16, BLOCK 7, BEL-AIR, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGES 79 THROUGH 79A, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LOT 6 BLOCK 7 ^ BEL-AIR (( = • • , . , P.B. 3, PGS. 79-79A -_ l• : Ou— Ou— Ou— Ou —Ou — DU OU— _ 490'0 54.00 Z/ O 7' UTILITY EASEMENT REC. ANGLE IRON NSI - - - - - - - - - - REC. 1" IP 262Ai 8 2 Q/If 0.69' NORTH SET NAIL IN TREE AT 37.16 N a' WIRE FENCE PLP Cn 1. .,1 2.66' EAST o LOT 16 yo - Z BLOIBELL AIR o Ok to construct single family home o I P.B. 3, PGS. 79-79A c with setbacks and impervious area P) m shown on plan. Sclht,la/ 15. 67SeCi/on T/, / j r-/ • u` LOT15PATIO,C eo a BLOCK 7 I 23.33 /14! S BEL- AIR 7.5 P.B. 3, PGS. 79-i9A P.B. 3, PGS. 79-79A (P) 1-STORY I CONCRETE BLOCK RESIDENCE # 1406 I P) F.F.MIN o IJ = 37.16 o N J EnIA01 8 0 4' WIRE FENCE I 5LL 1. 3' EAST v _ I O CND REC. 1/2" REBAR NSI VEC. 1/ 2" REBAR NSI 287. 45 54.00 " S90100' 00"W _ "m BLOCK CORNER 4' CONCRETE WALK o-- a-UTILITY WO STOP RISER o O O 2 CURB & GUTTER CAL E. 20th STR T _ PAVED ROAD) STOP BAR ELEVATION 36.16 NAVD 88 A P. R.Y. - PERMANENT REFERENCE MONUMENT B B R E V I A T I O N L E G E N D CONCRETE W.Y. WATER METER C.N. CONCRETE MONUMENT EL ELEVATION CONC. P. O.C. - POINT OF COMMENCEMENT P.B. PLAT BOOK A/C AR CONDITIONER C.L.F. CHAIN LINK FENCE F.M. FIRE HYDRANT P, C. - POINT OF CURVATURE Pp PACE TYP. TYPICAL W.F. WOW FENCE N k D - NAR AND DISC P. R.C. -POINT Oi REVERSE CURVATURE N.R. NON -RADIAL U.E. U71UTY EASEMENT C R G CURB h CUTTER B.M. BENCH MARK PC. - POINT OF COMPOUND CURVATURE RAD. RADIAL D.E. DRAINAGE EASEMENT CATV CABLE TELEVISION RISER PVM7. PAVEMENT EN P.T, - POINT OF TANGENCY R. RADIUS F.F. FINISHED FLOOR TELE TELEPHONE RISER i,B. FIELD BOOK P.I. - POINT OF INTERSECTION L ARC LENGTH ILI BUILDING SETBACK TRANS TRANSFORMER PAD M.M. MANHOLE P.C. P. - PERMANENT CONTROL PORT DELTA C.B.S. - CONCRETE BLOCK STRUCTURE L.P. LIGHT POLE A) ACTUAL P.O. L - POINT ON LINE R.P. RADIUS POINT P)) PLAT P.P. POWER POLE Hsi- NO SURVEYOR C.B. - CHORD BEARING R/W RIGHT-OF-WAY MEASURED - MEASURED N.C. NATURAL CROUND IDENTIFICATION T.B. - 7ANGE47 BEARING CENTER LINE C CALCULATED SO. FT. - SQUARE FEET FND FOUND REC RECOVERED SURVEYORS NOTES: 1. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THE ' REAL PROPERTY DESCRIPTION' SHOWN HEREON IS IN ACCORDANCE WITH THE DESCRIPTION PROVIDED BY THE CLIENT. 3. NO UNDERGROUND IMPROVEMENTS OR VISIBLE INSTALLATIONS HAVE BEEN LOCATED OTHER THAN SHOWN. 4. BEARINGS ARE BASED ON THE CENTERLINE OF 2Dth STREET ASSUMED AS BEING N. 90'00'00' W. PER PUT. 5. HAVING CONSULTED THE NATIONAL FLOOD INSURANCE PROGRAM FIRM, I HAVE DETERMINED THAT THE SUBJECT PROPERTY LIES IN ZONE 'X', NOT A SPECIAL FLOOD AREA PER FIRM PANEL / 121117CO070 F, DATED 9/28/ 2007, SEMINOLE COUNTY, FLORIDA. 4. ELEVATIONS SHOWN HEREON ARE TRUE BASED ON USGS BENCHMARK C 198 BEING NAVD 88 DATUM AS PUBLISHED. CUENT.• POLK JOB NUMBER: 18-46 CADD DIM M.E.• 18-46 I, COMMENTS I FIELD DATE I OFFICE DATE BOUNDARY SURVEY B.W. 4/4/18 S.R.B. 4117/18 PLOT PLAN NA SR.6. 4118118 REVISED TO 1RUE ELEVATION B.W. 7111118 S.R.B. 7119/18 LORENZO POLK THIS IS TO CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE. PURSUANT TO. SECTION 472.027, FLORIDA STATUTES. PROFESSIONAL SURVEYOR Ec MAPPER FLORIDA REGISTRATION NUMBER 5807 SCOTT'S SURVEYING SERVICES, INC. LB # 7442 8 S. HWY. 17-92, SUITE 8-A DEBARY, FLORIDA PH. (386) 668-7332 FAX 668-7337 I OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that 1, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. n 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. 1 also understand that a contractor is required by law to bePlicensedinFloridaandtolisthisorherlicensenumbersonallpermitandcontracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in I year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. P1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. 1 understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. 1 understand that my failure to follow these laws may subject, me to serious financial risk. Rev. 9.14.2009 N I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. XQ I am of aware of construction practices and I have access to the Florida Building Codes. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that 1 may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address Ylisted1 below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: '7 10 Zd " tt-e-C ,-rrV r 39-2 % 1, <-e.rJ —N—)W L , do hereby state that 1 am qualified and capable of perf ming the requested construction involved with the permit application filed and agree to the conditions specified above. Owner -Builder Date Form of Identification f2L X 6-In- 507.5() Must be Photo ID) A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 JWWIMLCFA frPAMMARR. Parcel Information Property Record Card Parcel: 31.19.31-504-0700-0160 Property Address: 1406 E 20TH ST SANFORD, FL 32771 Parcel 31-19.31-504-0700.0160 Owner(s) POLK. LORENZO Property Address 1406 E 20TH ST SANFORD, FL 32771 Mailing 2604 HIAWATHA AVE SANFORD, FL 32773- Subdivision Name BEL-AIR SANFORD Tax District St-SANFORD DOR Use Code 00-VACANT RESIDENTIAL Exemptions 14 15 16 17 18 N N NrrCJrl m , I 54 54 54 54 54 Seminole Counly Legal Description LOT 16 BLK 7 BEL-AIR PB3PG79d79A Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 9.234 0 9,234 Schools 9,234 s0 9.234 City Sanford 9,234 s0 9.234 SJWM(Sarnt Johns Water Management) 9,234 0 9.234 County Bonds 39,234 0 9,2341 Sales Description Dale Book Page Amount Qualified Vadlmp TAX DEED 9/14/2009 07254 0091 4,000 No Vacant WARRANTY DEED 1/1/1973 00970 11786 10,900 Yes Improved Fired Comparable Sales Land Method Frontage Depth Units Units Price Land Value FRONT FOOT d DEPTH 54001 118001 0 190.00 $9.234 Building Informaton Permits Permit 0 Description Agency Amount CO Date Permit Date No Permits mil OM d— wM olyblww from Ow M11Nob Cwn1y P-P" rlppwlW* Mow Fw Fblb wr %l Owww —wmblp w pwaft pl-w w ft" bw Wi dbO Mpnblwwl M Ow W wbbkl b w11kh Ow p1oFw11F b I -am. I Extra Features Description Year Built Units Value New Cost No Extra Features 10 CITY OF SANFORD MAY 0 9 2018 FIRE DEPARTMENTP Building & Fire Prevention Division 1 PERMIT APPLICATION A plication No: I Documented Construction Value: $ _ 10s:2 v •p° Job Address: D . , L C . JG, rt 3a7% Historic District: Yes No[Z Parcel ID: soq -b (00 Residentialo Commercial Type of Work: NeWMAdditionD. Alteration Repair Demo Change of Use Move Description of Work: /Vey i Plan Review Contact Person: I Ds:Q 2 7-O PO ( K, Title: nL,:)fj&-* Phone: Fax: Email: Property Owner Information / / Name o rC.0 '0 Tok., Phone: 07- 3 )7 - q 7 7 Street: iD3 011w PL Resident of property? City, State Zip: qaAvcJl El a Name Street: City, State Zip: Name: Contractor Information Phone: Fax: State License No.: Architect/ Engineer Information Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws 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: 6" Edition (2017) Florida Building Code Revised: January 1, 2018 W Permit Application Is NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. sat Owner/A ent 0 Dati Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name lnto,,-T 0 Is J(J9W- ignat re of Notary- v "ve • DEBBIE BIANTONqMY COMMISSION it FF 17860 a EXPIRES: February 25, 2019 N. R 0 Bonded Thru Notary PuW Uedenw*ers Signature of Notary -State of Florida Date Owner/ Agent is ally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of 1D Produced ID Type of 1D BELOW IS FOR OFFICE USE ONLY Permits Required: Building E Electrical 2 Mechanical E] Plumbing© Gas Roof Construction Type: V9-=. Occupancy Use: 12 5 Flood Zone: 4- rTA,CHr_1> Total Sq Ft of Bldg: 190e Min. Occupancy Load: 9 # of Stories: [ New Construction: Electric - # of Amps 1150 Plumbing - # of Fixtures % - Fire Sprinkler Permit: Yes No ® # of Heads S1f/ A APPROVALS: ZONING: S- Y-8 UTILITIES: COMMENTS: ENGINEERING: J'ti:L 1-Z*4e) FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. scA c./a/c L Sic F%ar N• / POvICsl3 v F r corof' aP0l/ Gs . Fire Alarm Permit: Yes NoQ WASTE WATER: BUILDING: hF a?-Ig Revised: January 1, 2018 Permit Application REQUIRED INSPECTION SEQUENCE l pi1 I Q _ 7 QC Bw wtw(; plammT Mim Max IIns ecdon IIDesc>ri loon ho Footer / Setback 240 Stemwall Foundation / Form Board. Survey 3o Slab / Mono Slab Pre our O Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls 50 Sheathing— Roof Gca Roof Dry In 7 O Frame zo Insulation Rough In Firewall Screw Pattern alI / Sheetrock Lath Inspection Final Solar 7 Co cow Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window - Final Screen Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo 1 e00 Final Single Farnify Residence Final Building Other Address: F%Ecrmc , P.t Rmr NUB Max IIm3 ecdom IIDesc>ri Leon Electric. Underground o Footer / Slab Steel Bond Electric Rough T.U.G. Zio Pre -Power Final 100c, Electric Final IVIIIn max IIns ecdon Description O Mechanical Rough Mechanical Final Nl[in max rus ectiom IIDescri tion Gas Underground Gas Rough Gas Final REVISED: June 2014 nwt *ZV IOVoy,1r,3 DOOK:JIoy r'age:'I I0I; ('I rAUt.T) KULJ: 011IYU10 REC FEE $10.00 CERTIFIED COPY CLERK OF TH,: r NOTICE OF COMMENCEMENT State of Florida County of Seminole _ / 7 I Permit Number. 1 S Parcel ID Number: 3l - 3 / - S o o / `^,%y j a The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713. Florida Statutes, the following information Is provided In this Notice of Commencement. OF PROPERTY: (,(.egal description of the property and street address if available) GENERAL DESCRIPTION OF OWNER Address: Fee Simple Title Holder (f other than owner) Name: Address CONTRACTOR: - I Name; i%W'V 1! Address: Persons within the State of Florida Designated by Owner upon whom noUce'or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address In addition to himself, Owner Designates • of To receive a copy of the Uenors 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 I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 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. 6-4 tea- C emners 5"Wre 0wr"s Printed Neme Florida Statute 713.13(1)(& ' The owner must sign the nuke of commencement and no one she may be permitted to sign in his or her stead. State of I 1pf-I R/ County of The NmAolng Instrument was acknowledged before me this , day of / r 0 1 by C4 ojr" &uc Who Is personally known to me ia Home,person making statement OR who has produced Identification type of Identification produced: k r DEBBIE BIN FF 1 JsgY, 'ry MY (;O,WtI3SIlN1II FF tTbA r EkPIRES: February 25, 201g Notary Slgnature Dorded1by"amPaldtllndensdlen F, N 6 -Liss- BOUNDARY SURVEY " REAL PROPERTY DESCRIPTION" LOT 16, BLOCK 7, BEL-AIR, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGES 79 THROUGH 79A, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LOT 6 BLOCK 7 BEL-AIR P.B. 3, PGS. 79-79A OU— Ou— CU— OU —CU —Ou OU— N90'00'00" 54.00 7' UTILITY EASEMENT REC. ANGLE IRON NSI - - - - - - - - - - REC. 1" IP #2622 0.69' NORTH SET NAIL IN TREE A7 37.16 I a 4' WIRE FENCE N 2.66' EAST O LOT 16 p Z I BLOCK 7 p 0 - BEL-AIR 0 OCR I P.B. 3, PGS. 79-79A o 0 (P) m 15.67 CD eem LOT 17LOT15 op PATI BLOCK 7BLOCK7 I 23.33 7 rJBEL-AIR BEL-AIR P.B. 3, PGS. 79-79A (p) 1-STORY P.B. 3. PGS. 79-79A CONCRETE BLOCK RESIDENCE #14406 I b P) F.F.MIN o _ N = 37.16 O I o O 193.1 4' WIRE FENCE f 5 0 1.3' EAST L7 N REC. 1/2" REBAR Nv z OD SI z Q C. 1/2" REBAR NSI 287. 45 54.00 I rn S90' 00'00"W _, m BLOCK CORNER 4'CONCRETE WALK UTILITY Ow SIGNP RISER O O O 2 CURB & GUTTER CAL E. Uth STREET _ PAVED ROAD) STOP ELEVATION 36.16 NAVD 88 BARA P. R.Y. - PERMANENT REFERENCE MONUMENT B B R E V I A T 1 O L E Q F N D CONCRETE W.Y. WATER METER C.M. CONCRETE MONUMENT EL ELEVATION CONK. P. O.C. - POINT OF COMMENCEMENT P.B. PUT BOOK A/C AIR CONDITIONER C.L.F.- CHAIN LINK FENCE F.M. FIRE HYDRANT P.C. - POINT OF CURVATURE Pp PAGE TYP, TYPICAL W.F. WOOD FENCE N k D NAIL AND DISC P.R.C. - POINT OF REVERSE CURVATURE N.R. NON -RADIAL U.E. UTILITY EASEMENT C & G CURB & GUTTER B.M. BENCH MARK P. C.C. - POINT OF COMPOUND CURVATURE RAD. RADIAL D.E. DRAINAGE EASEMENT CAN CABLE TELEVISION RISER PYMT. PAVEMENT P. T. - POINT OF TANGENCY R. RADIUS FA. FINISHED FLOOR TELE TELEPHONE RISER F.B. FIELD BOOK P. I. - POINT CF INTERSECTION L ARC LENGTH B.S. BUILDING SETBACK TRANS TRANSFORMER PAD M.M. MANHOLE P.C.P. - PERMANENT CONTROL POINT DELTA C.B.S. CONCRETE BLOCK STRUCTURE LP. LIGHT POLE A) ACTUAL P.O.L - POINT ON LINE R.P. RADIUS POINT PLAT P.P. POWER POLE NSI NO SURVEYOR C. B. - CHORD BEARING R/W RIGHT-OF-WAY JP) MEASURED N.C. NATURAL GROUND IDENTIFICATION T. B. - TANGENT BEARING CENTER LINE C CALCULATED SO. FT. SOUARE FEET FND FOUND REC RECOVERED SURVEYORS NOTES, 1. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THE 'REAL PROPERTY DESCRIPTION' SHOWN HEREON IS IN ACCORDANCE WITH THE DESCRIPTION PROVIDED BY THE CLIENT. 3. NO UNDERGROUND IMPROVEMENTS OR VISIBLE INSTALLATIONS HAVE BEEN LOCATED OTHER THAN SHOWN. 4. BEARINGS ARE BASED ON THE CENTERLINE OF 201h STREET ASSUMED AS BEING N. 90'00'00' W. PER PLAT. 5. HAVING CONSULTED THE NATIONAL FLOOD INSURANCE PROGRAM FIRM, 1 HAVE DETERMINED THAT THE SUBJECT PROPERTY LIES IN ZONE 'X', NOT A SPECIAL FLOOD AREA PER FIRM PANEL p 121117CO070 F, DATED 9/ 28/2007, SEMINOLE COUNTY, FLORIDA. 4. ELEVATIONS SHOWN HEREON ARE TRUE BASED ON USGS BENCHMARK C 198 BEING NAVD 88 DATUM AS PUBLISHED. CLIENT.• POLK JOB NUMBER. 18-46 CADD OWG. FILE. • 18-46 r COMMENTS I FIELD DATE I OFFICE DATE BOUNDARY SURVEY B.W. 414118 S.R.B. 4117/18 PLOT PLAN NA S.R.B. 4118115 REWSEO TO TRUE ELEVAAON B.W. 7/If/18 S.R.B. 7119118 CERTIFIED TO. LORENZO POLK SURVEYORS CERTIFICATE. THIS IS TO CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE. PURSUANT TO SECTION 472.027, FLORIDA STATUTES. SCOTT BECHIR, P.S.M. PROFESSIONAL SURVEYOR & MAPPER FLORIDA REGISTRATION NUMBER 5807 SCOTT' S SURVEYING SERVICES, INC. LB # 7442 8 S. HWY. 17-92, SUITE 8-A DEBARY, FLORIDA PH. ( 386) 668-7332 FAX 668-7337 PROJECT NAME: +' 7 o E o O' r?w S7- DATE F-14-1`Ir PROJECT LOCATION: 591VFU12D PROJECT No.: I FyS7 FIELD CONTACT: 'T,JRW 5'6l g1V-r ARRIVAL TIME: CLIENT: G Okgwz D '0 X DEPARTVRE TIME: EXT641vA_ MATERIAL ' / TESTED: 11014 E poTrnJG s COMPACTION ( REOUIREMENTS: / p p aMODIFIED ElSTANDARD Location of Test Lab. Comp. Nuclear Drive Sleeve Wet Density Moisture Content Dry Density Com- n Relative Test ElevationOMCPCFDensityMoisture Count Total Wet Wt. Wet Weight Ali E• CORNC%- Ali I i S lD• r r' S E c 0'e,i ry DENSITY STANDARD COUNT: COMMENTS: O_ -airy t or p N GRMOISTURESTANDARDCOUNT: SLEEVE CONSTANT: SLEEVE WEIGHT: TECHNICIAN: 111-4cr'l FIELD IN -PLACE DENSITY REPORT RECORD COPIES TO: J013XBECHTOL ENGINEERING. AND TESTING, Inc. CONSULTING GEOTECNNICAL, ENVIRONMENTAL AND MATERULLS TESTING ENGINEERS RECEIVED BY. 605 West New York Ave., Ste. A • DeLand, FL 3272D-5243 386) 734-8444 - FAX (386) 734.8541 e RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: POLK RESIDENCE Builder Name: TBD Street: 1406 E 20TH ST. Permit Office: City of SANFORD City, State, Zip: SANFORD , FL, 327771 Permit Number: _ Q18 01111'tLD, 4, Owner: POLK Jurisdiction: # U Design Location: FL, Orlando County:: SEMINOLE (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (1566.7 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=5.0 1025.30 ft' b. Frame - Wood, Exterior R=13.0 293.33 ft' 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 248.00 ft' 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1411.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1411.00 ft' 6. Conditioned floor area above grade (W) 1411 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A 11. Ducts R= ft' R ft' 7. Windows(135.1 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 9 a. U-Factor: Dbl, U=0.32 135.11 ft' SHGC: SHGC=0.36 b. U-Factor: N/A ft' 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 36.0 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13. Healing systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 12.0 HSPF:9.80 SHGC: Area Weighted Average Overhang Depth: 1.346 ft. Area Weighted Average SHGC: 0.360 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (1411.0 sgft.) Insulation Area EF: 0.920 a. Slab -On -Grade Edge Insulation R=0.0 1411.00 ft' b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits CF, CV, Pstat Glass/Floor Area: 0.096 Total Proposed Modified Loads: 44.56 PASSTotalBaselineLoads: 44.63 I hereby certify that the plans and specifications covered by Review of the plans and j-fHE STgl, this calculation are in compliance with the Florida Energy Code. specifications covered by this indicates compliance b_fee 0, calculation y / _,V..= 1I with the Florida Energy Code. O PREPARED BY: Before construction is completed DATE: % .-1 l+J this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designe is in compliance Florida Statutes. with the Florida Energy Co CODO OWNER/AGENT: BUILDING OFFICIAL: DATE: C -7 - A DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 3.84 ACH50 (R402.4.1.2). 5/7/2018 2:20 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: POLK RESIDENCE User POLK 1 TBD City of SANFORD Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1411 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: Yes Whole House Fan: No Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Street Address 25 25 DREAMWOOD 1406 E 20TH ST. SEMINOLE SANFORD , FL, 327771 CLIMATE V Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Block1 1411 11288 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1411 11288 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 185 ft 0 1411 ft' 1 0 0 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt 'Deck Pitch Tested Insul. (deg) 1 Gable or shed Composition shingles 1528 ft' 294 ft' Medium 0.96 No 0.9 No 0 22.6 ATTIC v # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1411 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1411 ft' 0.11 Wood 5/7/2018 2:20 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below tt C)MI To Wall Type Space 1 W Exterior Concrete Block - Int Insul Main 5 2 4 8 18.7 ft2 0 0.75 0 2 SW Exterior Frame - Wood Main 13 3 8 24.0 ft2 0.23 0.75 0 3 W Exterior Frame - Wood Main 13 5 8 40.0 ft2 0.23 0.75 0 4 NW Exterior Frame - Wood Main 13 3 8 24.0 ft2 0.23 0.75 0 5 W Exterior Concrete Block - Int Insul Main 5 2 4 8 18.7 ft2 0 0.75 0 6 N Exterior Concrete Block - Int Insul Main 5 9 8 72.0 ft2 0 0.75 0 7 W Exterior Frame - Wood Main 13 5 8 40.0 ft2 0.23 0.75 0 8 N Garage Frame - Wood Main 13 10 8 80.0 ft2 0.23 0.75 0 9 W Garage Frame - Wood Main 13 21 8 168.0 ft2 0.23 0.75 0 10 N Exterior Concrete Block - Int Insul Main 5 27 8 216.0 ft2 0 0.75 0 11 E Exterior Concrete Block - Int Insul Main 5 14 4 8 114.7 ft2 0 0.75 0 12 N Exterior Frame - Wood Main 13 10 8 8 85.3 ft2 0.23 0.75 0 13 E Exterior Frame - Wood Main 13 10 8 80.0 ft2 0.23 0.75 0 14 E Exterior Concrete Block - Int Insul Main 5 15 6 8 124.0 ft2 0 0.75 0 15 S Exterior Concrete Block - Int Insul Main 5 57 8 8 461.3 ft2 0 0.75 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Insulated Main None 46 3 6 8 20 ft2 2 N Wood Main None 46 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 SW 2 Metal Double (Tinted) Yes 0.32 0.36 N 10.0 ft2 1 ft 6 in 1 ft 0 in Drapes/blinds None 2 W 3 Metal Double (Tinted) Yes 0.32 0.36 N 24.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 3 NW 4 Metal Double (Tinted) Yes 0.32 0.36 N 10.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 4 N 10 Metal Double (Tinted) Yes 0.32 0.36 N 4.3 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 5 E 11 Metal Double (Tinted) Yes 0.32 0.36 N 17.7 ft2 1 ft 4 in 3 ft 0 in Drapes/blinds None 6 N 12 Metal Double (Tinted) Yes 0.32 0.36 N 16.9 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None 7 E 13 Metal Double (Tinted) Yes 0.32 0.36 N 16.9 ft2 1 ft 4 in 2 ft 0 in Drapes/blinds None 8 E 14 Metal Double (Tinted) Yes 0.32 0.36 N 22.1 ft2 1 ft 4 in 2 ft 0 in Drapes/blinds None 9 E 13 Metal Double (Tinted) Yes 0.32 0.36 N 13.3 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 380 ft2 380 ft2 45 ft 8 ft 1 5/7/2018 2:20 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000195 721.7 39.62 74.52 .1424 3.8363 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:9.8 12 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 36 kBtu/hr 1080 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cart # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft' DUCTS Supply — V # Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 9 ft2 Attic 7 ftz Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Jan I[ ]] Feb [[ ]] Mar CoolingHiHeatinJan [X] Feb (X] Mar Ventingan [ ) Feb N Mar Ceiling Fans: Apr [ j Ma X] Jun Jul X] Au [X] Se [ ]Oct Nov Apr [ ] May 4 ]Jun 4 Jul 4 ] AuE ] Sep [ ] Oct Nov X] Apr [ J May [ ] Jun [ Jul [) Aug ) Se [X) Oct Nov Dec Dec Dec 5/ 7/2018 2:20 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2017 Thermostat Schedule: Schedule Type HERS 2006 Reference 1 2 3 4 5 Hours 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/7/2018 2:20 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 1406 E 20TH ST., SANFORD, FL, 327771 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Inl Insul, Exterior R=5.0 1025.30 ftz b. Frame - Wood, Exterior R=13.0 293.33 ft 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 248.00 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1411.00 ft2 6. Conditioned floor area (ft2) 1411 b. N/A R= ft2 c. N/A R= n2: 7. Windows" Description Area 11 Ducts R ft a. U-Factor: Dbl, U=0.32 135.11 ft2 a. Sup: Attic, Ret: Attic, AH: Main 6 9 SHGC: SHGC=0.36 b. U-Factor: N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 36.0 SEER:14.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 12.0 HSPF:9.80 Area Weighted Average Overhang Depth: 1.346 ft. Area Weighted Average SHGC: 0.360 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallonsa. Electrica. Slab -On -Grade Edge Insulation R=0.0 1411.00 ft2EF: 0.92 b. N/A R= 1`12 c. N/A R= ft2 b. Conservation features None 15. Credits CF, CV, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: 1421 Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/7/2018 2:20 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 1406 E 20TH ST. Permit Number: SANFORD , FL, 327771 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Instal Iation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third parry. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907, R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 5/7/2018 2:20 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconslruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (130C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 5/7/2018 2:20 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Y2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 5/7/2018 2:20 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric bumers shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor healed swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 5/7/2018 2:20 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatoroe energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 5/7/2018 2:20 PM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: POLK RESIDENCE Builder Name: TBD Street: 1406 E 20TH ST. Permit Office: City of SANFORD City, State, Zip: SANFORD , FL, 327771 Permit Number: Owner: POLK Jurisdiction: Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Pxtpnd behind Dioing and wiring- Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceolmnas_ a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 5/7/2018 2:20 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: POLK RESIDENCE Builder Name: TBD Street: 1406 E 20TH ST. Permit Office: City of SANFORD City, State, Zip: SANFORD , FL, 327771 Permit Number: Design Location: FL, Orlando Jurisdiction: Cond. Floor Area:: 1411 sq.ft. Cond. Volume: 11288 cu ft. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50)' : Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(9, (g), or (i) or an approved third parry. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: u 0 t n-TKIE Sri 01 a° 5/7/2018 2:20 PM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Residential System Sizing Calculation Summary POLK Project Title: 1406 E 20TH ST. POLK RESIDENCE SANFORD, FL 327771 5/7/2018 Location for weather data: Orlando, FL - Defaults: Latitude(28.43) Altitude(118 ft.) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 76F Humidity difference 44 r. Winter design temperature(TMY3 99%) 36 F Summer design temperature(TMY3 99%) 93 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 34 F Summer temperature difference 18 F Total heating load calculation 18386 Btuh Total cooling load calculation 14430 Btuh Submitted heating capacity of calc Btuh Submitted cooling capacity of calc Btuh Total (Electric Heat Pump) 65.3 12000 Sensible (SHR = 0.75) 230.6 27000 Heat Pump + Auxiliary(O.OkW) 65.3 12000 Latent 330.6 9000 Total Electric Heat Pump) 249.5 36000 WINTER CALCULATIONS Winter Haatinn I marl /fnr 1dl1 cnftl Load component Load Window total 135 sqft 1470 Btuh Wall total 1394 sqft 5634 Btuh Door total 38 sqft 591 Btuh Ceiling total 1411 sqft 1528 Btuh Floor total 1411 sqft 7422 Btuh Infiltration 43 cfm 1597 Btuh Duct loss 144 Btuh Subtotal 18386 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 1 18386 Btuh Summer Cnnlinn 1 narl ffnr 1d11 cnftl Wdl5(30.6%) Floors(40 dlb) SUMMER CALCULATIO Load component Load Window total 135 sqft 3760 Btuh Wall total 1394 sqft 2572 Btuh Door total 38 sqft 504 Btuh Ceiling total 1411 sqft 1932 Btuh Floor total 0 Btuh Infiltration 32 cfm 634 Btuh Internal gain 2120 Btuh Duct gain 186 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 11708 Btuh Latent gain(ducts) 65 Btuh Latent gain(infiltration) 958 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemal/occupants/other) 1700 Btuh Total latent gain 2723 Btuh TOTAL HEAT GAIN 14430 Btuh P h MRNURL 1 v Ceilings(13.4%) Wells(17.8%) Doors(3.5%) EnergyGauge® Syste ng PREPARED BY: DATE: EnergyGauge® / USRCZB v6.0 tilinys(83l6) windows(M) Inrl.(e.7%> oors(3.2%) Windovvs(26.1%) Latent int(11.8%) InLGain(14.7%) FORM •R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: 19 This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). 9J Energy Performance Level (EPL) Display Card (one page) VHVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Q/ Mandatory Requirements (five pages) Required prior to CO for the Performance Method: H Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) e/ A completed Envelope Leakage Test Report (usually one page) 6 If Form R405 duct leakage type indicates anything other than "default leakage" then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge®- USRCZB v6.0 5/7/2018 2:20:54 PM Page 1 of 1 RECORD COPY LOAD CALCULATION May 7, 2018 Polk Residence 1406 E 20th St. Sanford, Fl. I. HVAC LOADS ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.00 TON 5.40 KVA 2 0.00 TON 0.00 KVA 3 0.00 TON 0.00 KVA 4 0.00 0.00 0.00 KVA ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 3.00 KVA 0.67 3.67 KVA 2 0.00 KVA 0.00 KVA 3 0.00 KVA 0.00 KVA 4 0.00 KVA 0.00 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 9.07 KVA DEMAND LOAD O 100% 9.07 KVA II. OTHER LOADS GENERAL LIGHTINC 1764 SQ. FT. @ 3VA/SQ. FT 5.29 KVA SMALL APPLIANCE CIRCUITS 3.00 KVA LAUNDRY CIRCUIT 1.50 KVA DRYER CIRCUIT 5.00 KVA WATER HEATER (1) 4.50 KVA WATER HEATER ( 2 ) KVA DISHWASHER 1.20 KVA SANFORDDISPOSAL 0.80 KVA RANGE/OVEN (1) tcA qR 1 12.00 KVA RANGE/OVEN (2) 0.00 KVA COOKTOP CIRCUIT 0.00 KVA MICROWAVE CIRCUIT # 1 8_ 2 1 8 5 2.50 KVA WHIRLPOOL TUB CIRCUIT 0.00 KVA POOL CIRCUIT 0.00 KVA 0.00 TOTAL CONNECTED LOAD (OTHER LOADS) 33.29 KVA 1ST 10 KVA (OTHER LOADS)@ 100% 10.00 KVA REMAINDER (OTHER LOADS)@ 40% 9.32 KVA TOTAL DEMAND LOAD (OTHER LOADS) 19.32 KVA HVAC LOADS 9.07 KVA OTHER LOAD 19.32 KVA TOTAL DEMAND LOAD 28.39 KVA MINIMUM SERVICE SIZE 118.28' AMPS RECOMMENDED SERVICE SIZE 150.00 AMPS RECORD COPY KLP S & IDS, INC K & M TRUSS INC ROOF TRUSSES FLOOR JOISTS ENGINEERED BEAMS TRUSS INDEX COVER SHEET 235 S. Maitland Ave. Suite 216 Maitland, FI. 32751 P: 407-947-7549 F: 407-374-2754 This package contains 26 truss drawings Job Identification = 170159B POLK Builder = TBD Location = 1406 E. 20TH ST County = SEMINOLE COUNTY Building Code: FBC2017/TP12002 Wind Design: ASCE 7-10 Wind Speed: 140mph Cat. C Truss Software Design: Alpine Job Designer Design Method: Main Wind Force Resisting System ASCE 7-10 Roof Load:40 psf @ 1.25 Duration Floor Load: 60 psf With my embossed seal affixed to this sheet, I hereby certify that this serves as an index sheet in conformance with Rules 61 G15-31.003 and 61 G15-23.002(2) of the Florida Board of Professional Regulation. The embossed seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached. Refer to the individual truss drawings for the design loads applied. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI 1-2002 Sec. 2 and ANSI/TPI/WTCA 4 Section 2-4 Truss ID's Al B1 HJ7 A2 Cl HJ6 A3 C2 EJ7 A4 D1 EJ86 A5 D2 CJ5 A6 CJ3 A7 CJ 1 A8 A9 A10 All Al2 A13 A14 ev Lo Nc SANFpRD pVO AV. 44EN5.; pgTtA"o No 40040MA 7 01 1 8- 2 1 85 rA- i EDUARDOAVELLANEDA, P.E.' REGISTRATION # 40040 2480 E. MICHIGAN STREET ORLANDO, FL 32806 Job: (1/U15 ftfl-L;ountrtl Run -KP5 Ueslgn / Al Value Set: 138 (Effective 6/L/20131 Top chord 2x4 SP #2 :T2 2x4 SP #1: Bet chord 2x6 SP #1 :83 2x6 SP #2: Webs 2x4 SP #3 :W2 2x4 SP 112: Lumber value set "138" uses design values approved 1/30/2013 bV RLSC Special loads Lumber Our.Foo.-1.25 / Plate Our.Foo.-1.251 TC- From 28 pIF at 0.00 to 28 pIF at 29.67 TC- From 55 pIF at 29.67 to 55 pIF at 38.11 BC- From 10 pIF at 0.00 to 10 pIF at 29.64 BC- From 20 pIF at 29.64 to 20 pIF at 36.67BC- From 4 pIF at 36.67 to 4 pIF at 38.11TC- 166.88 lb Cono. Load at 106, 3.06, 5.06, 7.06 9.061106,13.06,15.06,17.06,18..33,19.60,21.60,23.60 25.60:27:60 TC- 232.75 lb Conc. Load at 29.64 BC- L25.39 lb Conc. Load at L.06, 3.06, 5.067.06 9. 061106,13.06,15.06,17.06,18.33,19.60,21.60:23.60 25. 60:27:60 BC- 450.64 lb Conc. Load at 29.64 140 mph wind, 15.00 Ft mean hggt, ASCE 7-10, CLOSEO bldg, not located within 9.00 Ft from roof edge, RISK CRT II, EXP BeBwind TC OL-4.psF, wind SC OL-5.0 psF. GCpi (t/-1-0.18 Left and vertical not exposed to wind pressure. J) Hanger Support Required, by others Calculated vertical deflection is 0.48" due to live load and 0.62" due to dead load at X - 17-11-0. PLT. TYP.- WAVE WOW 2644 ff. 0.aT. ZELLWOOD, FL 32798 rm 407- 680-4351 FAX.407- 880-4552 THIS OWG. PREPRREO BY 1 a N I FROM TRUSS MFR'S LAYOUT Wind loads and reactions based on MWFRS. Max JT VERT OEFL: LL: 0.48" OL: 0.62". See detoll OEFLCAMB1014 For comber recommendations. Provide For adequate drainage of rooF. DeFleation meets L/240 live and L/180 total load. Creep Increase Factor For dead load is1.50. All wind load oases on this truss hove a 1.33 duration Factor. 167s 167e 167e 167e 1678 167s t57e 1671Q1 I 1 O.1a167i1 2' + 21s7I Z. +ZIe'LI Z. t 2"'1 Z. + I . ZIwI 2' I 2i6-FZ' I _I A l l 36'8" I lzsr 12511 I259 12511 12' 12511 1250 12511 I25,125%125a t25% 1256 t2511 lzs9 45111 R-3417811 U-47411 R-3319# U-4S6# W-8- H - HL ( RI Id Surraoal GES[QI CRIT-F13=171ES/TPI-2007 FT/RT-2o1I011/10(0) O T Y- 1 TOTAL- 1 OSIMPORTRNT49 FURNISH TNIG GRAVING TO ALL CONTRACTORS INCLUDING THE INOTALLE rnnss.e Ira .tre.a aaro In febrlwting, hondllne ahlpping, Inora111 .nd breal. a.r.r to Ile th. I.f-t edition of WS[ Mplding C-parent So1OV {.F-notlon, bS PI end VTCFl rer wf.tV aatloce prlwtopvrornlnatheseFvtlone. Installs- °lull prove de f.npar. V br°olnp per SC5I. less noted ethswls., top chord dull have properly oft°ahed etrwtwrol ehe°thln5 and loiter chord all hewaaprcp-IV attached rlppld esl l Ing. Least or. dl- For p.rnon.nt letsal .sire lnt of wb a l have brooIrq Inotollsd ps SLSI a.otlono 53. 57 or S10. as appl lwbl.. applq pierce to aaoh fa truce andpoetTlonanehotan .bow and on the Joint Octal Is, unl ese noted athery e.. is to droveryp tGaR-Z for standard plat. positions. ITV Su Uding'Cowpon°nt. Crevp [no. No l not be -=...lbl. rx a.y d.vlatlon fro. this draw in I Falluroto -build th. true. In oonfornenw with ANSI/fal 1, or fw-handling, shipping, Inctollol Ion racing of trwe.e. R ewe an the• droverr IBS ar sever page listing this draving, Indicates eeeoplen°e or praresslonol glnsvlllg nspamlblllty eslsly far the design shown. The Xablllfyy and use of this droving r arq slrwMs {o tM rosponslbll l till of the Oulldtng Designer per RNS[/TPI 1 S 0.2. For vv Idpv.atlan ... thla Jab eel -to. pa a and th... ..b .Itw: IRS= uvu. ltubag.caw: Tp[: vuu.tpinof.arg: VTa1: wu.sbolndnaty.cew. [CC: wv.w-F..org R13. Eduardo Avellan( P.E. # 40040 2480 E. Michigan Orlando, Fl. 9 RIGHT RAKE SEO = REV. 15. 02.000.12i;5Cf&E 1'5" 5 365959 0. 1414 LTC LL TC OL BC OL BC LL TOT.LO. 20.OpsF 7.OpsF 10.OpsF 0.OpsF 37.0 sF REF ORTE 05- 07-2018 ORWG O/ R LEN. 360800 OUR . FRC . 1.25 JOB # : 170159B SPACING 24. 0- TYPE HIPM T I Job-kl/U15StlJ-L:ounTry Hun -KPS Design / Az Value Set: 138 (EFFective 6/1/2013) Top chord 2x4 SP #2 :T2 2x4 SP #1: Bo chord 2x4 SP #2 :81 2x4 SP 111: Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 bU RLSC LeFt end vertical not exposed to wind pressure. All wind load cases on this truss have a 1.33 duration Factor. MWFRS loads based on trusses located at least 7.50 Ft. From roof edge. P, 12 s v T 1 R-1371# U-1724 RL-35/-89# H -HL 9- THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM'TRUSS MA'S LAYOUT 140 mph wind, 15.00 Ft mean hqqt, ASCE 7-10, CLOSED bldg, not located within 9.00 Ft from roof edge, RISK CRT II, EXP 8, wind TC OL-4.2 psF, wend 8C OL-5.0 psF. GCpi 0/-1-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. J) Hanger Support Required, by others Bottom chord checked for l0.00 per non -concurrent live load. OeFlection meets L/240 live and L/180 total load. Creep increase Factor for dead load is 1.50. R-L469# U-L82# V-B- Rigid Surface) RIGHT RAKE - 1'5"S SEO a, 365954 PLT. TYP. -WAVE DESIGN CRIT-F=017RES/TPI-2007 FT/RT-201f0A/10(0) OTY- 1 TOTAL— 1 REV. 15. 02. OOC . 12175CF&E —0 . 2261 2844 S. o.IL T. ZELLWooa,FL3Z796I PH407 880-4551 FAX 497-960-4552 g •v R R FO OW ALL NOTES 8 ORR NGI volKPORTANToo FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Truaese rpu Ira eatrena In febricat1.9. ha.dllnli ahI ing, insistIi and braar ReFr to endfallwrh. 1ofo.r .ditto, a SCSI ®u1lding c pan.nt sab.r ;nnrrnotIon, byn Pl and vna"gt'rr .aF.ty praetlae" prir to parraMl..p thee. functions. Inatallen :roll provide t.nporary braol„g par SCSI. Unlaaa noted othrwla", fop 9grd droll have properlIy1 att.ahad structureI ahoorhing and batten shard shall have a praporly attoel riggi d calling. I.-07i a shown for parnonent lateral reatrolnt or webs doll have broaltjp imtal led eI I sootrans B3. B7 r B10, as o Iloobto, Apply late" to each facessandpoolIonashavliaboveandantheJotntData116, vil p noted eth- a. to drawl IWR-2 for standard plate paaltions. Building onponnto Gre, Ina. hall not be responsible far any deviation Fr thh.. drewi g) failure fo balsa the trwo n oonror nano with NNSI/TPI 1, r rx handle "hi In installs Ion Hof rn.a.s.. ea an this drawlnnRR es, atvr pose Ilatine this drawing, Indicates aaaeptanoo or profasolonalRAaI^e retpotiib1111V solsly for the design shown. The aultabilify afd ve" or this drawing fr cry strwhtre I• the rosperalbiIIty of the Sul Wing Designs, par 1WBT/TPI 1 Boo.2. Fr nre 1 0. tran au this Job • penrol note. age and theca eb site": 1TV8CG: www.ltwbag.aon: TPI: wW.W—f-1:gTCtI:—aboPi,dusfry.ea.: IOC:—loa"ofo.rg Eduardo Avellaned P.E. #40040 2480 E. Michigan SR. Orlando, Fl. TC LL 2 0 . 0 S FP TC OL 7 . OF75f GATE OL 1 SP LL 0. OpSF TOT.LO. 37.0 sF REF 05- -2 1 ORWG O/A LEN. 360800 OUR.FAC. 1.25 JOB #: 1701596 SPACING 24.0" TYPE HIPS r i I Job: 11/U15ytJJ-L;ounTry Run -KPb Ueslgn / A3 Value Set: 138 (Effective 8/L/200) Top chord 2x4 SP #2 Bat chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set % 38" uses design values approved 1/30/2013 bg ALSC All wind load cases on this truss hove'a 1.33 duration Factor. MWFRS loads based on trusses located at least 7.50 Ft. From roof edge. THIS OWG. PREPRREO BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LRYOUT 140 mph Wind, 15.00 Ft mean hggt, RSCE 7-10, CLOSED bldg, not located within 5.00 Ft from roof edge, RISK CRT IT, EXP B, wind TIC OL-4.2 psf, wind BC OL-5.0 psF. GCpl (#/-)-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked For 10.00 psF non -concurrent live load. OeFlection meets L/240 live and L/180 total load. Creep Increase Factor for dead load is 1.50. 9' i- tole" 9' s v t2x zx4 1 e4xs(R e4x61 a i 36.8" R-1463# U-184# RL-80/-85# W-8" Rigid SurFacel LEFT RAKE - 1'S"S R-137511 U-163# SEO 365884 PLT. TYP. -WRVS DESIGN aIT-Fec20t711E.S/TPI-2007 FTmT-zo:corliloat) OTY- 1 TOTRL- 1 REV. 15. 02. OOC . 12175CF$E —0. 2268 voWARNING119a READ AND FOLLOW ALL NOTES ON T IS OAA NG e.IMPORTRNTse FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INGTRLLERS. Eduardo Avellaned TC LL 2 0 . 0 s FP REF QGATE05-07-2018 Truss.. rsqu f— a.trana oar. In reef loateeeg, handled .hlppl ng, insist ll and broolpg aersr to androllwfMlatesteditionofSCSI ®e,Ildeng Co.ponent Batsfy 4nrarwateon, by 1Pl and VTC11I ror sarety aretoornlnthparenotlans. Install are t—=p bracing BISI. TC OL 7. OpsF P'aatlws prior shall provide V par lh loos noathsru5 ao, top Mwtl shell hove praparltl structural shsathing and boltan shard P.E. #40040 ORWG` shotI hava a "Will cttaohod rlggld call Ina Laootvam shawl rw pornanant latval asf—,Int of cabs have bractrq Imtalled BRI 63. 87 1110, tlppl11 tc raps r7oL sshallW000tl&m w es applicable. plafaa aauh or teVaa and pc.l Ian as show, above and on th. Joint Datall., unless noted oth.ruTa Rsrsr to drwlryis tDDa-z ror statbord.lat. position.. 2480 E. Michigan S I' eC LL 0.OpsF 284a il.o.ILT. ITV Buelding Carpvsnta Group Ina. hall t be re. llel. for an d-•lielllon rPP the. drawingrotIwotobuildthetrusoInwnrarnonoswithIW41/TPI 1, w ror-handle shipping. Insta11ollen Orlando, Fl. 0 /A LEN . 360e00ZELLWOOT?,A1.32798 Ingart —one.. a this TOT. LO. 37.0 SF Pei. 407'-880-4551 ssa an dirowltnleB ar aavr page listing this di -owing. Indleetso accept atwa or proress tenet anSinearing nsporolbllify selaly far fM design shown. The sultebllltyland use this drawing rar &tl I• tM raepansi61 lity the gullding Oasegmr 1PM B OUR.FRC. 1 . 25 JOB # 1701598 FAX407- 880-4552 sfrueMs er par o For . ors Inle—notlon us the• Job • gmoral Hato. polls and thsss sb apes: ITVBM! uw.Itwbog.aan: TPI:—1pinst org: VTCa: e,ew.ed.olndusty.aon: IOC: veee.laaeire.arg SPACING 24.0" TYPE HIPS T I I JUU• %1./U1J00I-%'QUV11t-q rRUtT -t\ro Ue51grl Value Set: 138 (Effective 6/1/20131 Top chard 2x4 SP #2 Bat chard 2x4 SP #1 :B2 2x4 SP #2: Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC All Wind load cases on this trues have a 1.33 duration factor. MWFRS loads based an trusses located at least 7.50 Ft. From roof edge. i 1 IRLS UWU. FRtYRRtU UT II -It RLF1Nt JUU UtblUNER F'RUGRRM FRUM TRUSS MFR-S LRYUUT 140 mph Wind, 15.00 Ft mean hqqt, ASCE 7-10, CL0SE0 bldg, not located Within 3.00 Ft from roof edge, RISK CRT II, EXP B, Wind TC OL-4.2 psF, W1nd BC OLw5.0 psF. GCpl(t/-1-0.18 Wind loads and reactions based on MWFRS With additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/L80 total load. Creep increase Factor for dead load Is 1.50. it, 1 14'.8" ill' i- 36' 8" R-1g63# U-183# RL-96/-IOL# V-8' Rigid Surface) LEFT RAKE - 1'5"5 R-137511 U-162# SEO 365887 PLT. TYP. -WAVE CESICR CRIT410C20QM/TPI-2007 FT/RT-20110tI/10(0) OTY- 1 TOTAL= 1 REV. 15 . 02 . OOC . 12175CF1LE —0. 2268 ooWARNINGIveR G AND FOLLOW ALL NOTESO I ORAWINGI eBINPORTANT.B FURNISH TWIG CARVING TO ALL CONTRACTORG INCLUDING THE INBTRLLERB. Tryee.. .wl— ..tree sere In robrloetir.g, handling, .1 pppp lr,B. I'n.tel l l end breal R.For to andFollowthelatesteditionorIICSImwoldingComponentSaetyt..fermation, bV TPI and VT MCYIJ for esf.tV Veto... pros• to pp.srrrarninR the.. Function.. In.tall.r. shelf proved. temporary br..Ing Por SCSI. lFlse. rof.d othrvlss, top at.ar•tl dcl I haw prap.rlfl attached .tnuotural shwthin5 end ballon chord Eduardo Avellaned P.E. #40040 TC LL 20. 0 s FP TC OL 7. OpsF REF GATE 05-07-2018 ORWGhellhowoproporlNattachedrlpldwillrIR (.coat Ton. shown for permanent lateral ..trelnt or —be hove Ilooble. 111 lata. to ra.o 10 . O sF dell teVal I tolled SCSI .sati ro B3. 07 w 610, os a eo.h or truss end r.1 Ion d..wp"obew and math. Joint 0.1.11., —1.- noted athhs.rTs:. Rarer to drawlro. IWR-z for .tsdard plot. po.ltions. 2480 E. Michigan S BC LL O.OpsF 2844 I044Mi.0.ILT. ITV hooldon,tTorpole fe Creep Imo. .heel net b. r. eroobl. nor on d.vj.IIlan F P tee. drawl. ffeller. Is old the true. to oonfxronoe with RNs/TPI 1, or fx endlo shipping, In.talla Ian Orlando, Fl. 0 /A LEN . 3sosooZELLWOOD,FL32,798 wo.r true.... TOT. LO. 37.0 sF PEL 407-ee0-4551 A ..e an this *-owing or saver Page listing this drowning, Indlaahs oaoeptenee of Prafeoslarol rreIMPing n.poro1b111iy.olslV rsr the ds.lgn shown. Th. switabllity and Vss er this dnuing rer cry I. the the Building Oeslgnsr IW I/TPI 1 Bse.2. OUR.FAC. 1.25 JOB #' 1701598 FAX407-660-4502 strVatVV n.pse1111111V of psr For — Infermetron es. this Job . ..orol net.. a oho th... .b sates: MGM vw.otvbeg.een: TPI: ww.lpinoerg:a:—..bePn try.wm: Icc: ww.l«.er...rg SPACING 24.0" TYPE HIPS Job=(1701598] -Country Run -KPS Design / A5 Value Set: 135 (Effective 6/1/2013) Top chord 2x4 SP #2 Bo t chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 bV ALSC OeFlection meets L/240 live and L/180 total load. Creep increase Factor For dead load is 1.50. MWFRS loads based on trusses located at least 7.50 Ft. From roof edge. THIS OWG. PREPRREO BY THE ALPINE JOB OESIGNER PROGRAM FROM TRUSS MA'S LAYOUT 14o mph wind, 15.00 Ft mean hqqt, ASCE 7-10, CLOSEO bldg, not located wIthln S.00 Ft from roof edge, RISK CRT II, EXP 8, wind TC OL-4.2 psF, wend BC OL-5.0 psF. GCpi (t/-)-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. J) Hanger Support Required, by others Bottom chord checked For 10.00 psf non -concurrent live load. All wind load oases on this truss have a 1.33 duration Factor. U' mL4'8" ill' 36' 8" R- 1375# U-162# RL-LOL/-96# H- H1 R- 1463# U-L83# W-8' Rigid Surface) RIGHT RAKE - 1'S"S SEO - 365945 e...... PLT. TYP. -WAVE OESICN CRIT49=L7*WTP1-2007 FT/NT-207(0tl/10(01 OTY— 1 TOTAL- 1 REV. 15 . 02 . 000 . 12 USCFLE —0 . 2261 eaWARNINGles REAO R O FOLLOW ALL NOTES ON THIS OR G IMPORTANT•• FURNISH THIS GRAVING TO ALL CONTRACTORS INCLUOING THE INSTALLERS. Rarer to Eduardo Avellaned TC LL 20.OPsf REF GATE OS-07-2018 Trwcas Ire otrowe care In rabrloating, handling shl Ing, Installing and bracing. and calla th. latest .dltl- of WW1 (eullding Co.pan.nt Sab.ty 4 fernat,an, by 7P1 and VTCRI rx -F.ty TC OL 7 . 0 Sf g; wtlws for to performing those function.. Installers .hell provide t .ry braolnp per W91. INlees .ufa d otMruw, top chord hall have pp p.rly1 attached strwtural caw hl,g and bdtYen chord hall have a properly attakil rigid will I.coatTo,a shown for p.rnonent lateral restraint of wits P. E. #40040 8C oL 10.0 sfc ORWG dollhavebroal" h,atalled w 0a1 oeot a 87. 67 or 810, as applicable. Apply plates to each face oftrwaandIana. dawn above and an the Joint 0.talI*, unlwe noted othery c.. 2480 E. Michigan S P 2844 R. 0. a. T. po. l Reorwfs ra a a lnnppss IMR-2 far standard plate positions. ITY Building Conpon.nte Croup lro. :hall t b. r.epen bl. for any d.vlatlon fran th,e drawing Fallura fo build fhe frws In ul th ANSI/TPl 1, r for handling, chipping, Inatollelion Orlando, Fl. O . OPSf 8CLLFo/ A LEN. 360800 zELEX00n,FL32706 oonfornonoe aF trw.... TOT.LO. 3 % , O S f Pet. 44i-880-455] R sca en thls drawlg x sever page listing this droving, indicates oweptanw of professional sngInori,Ig rospaialbl11 aelsly for the design shown. The gut tabiIItw and we of this drawing OUR.FAC. 1.25 JOB #' 1701596 FAX 407-880-4552 fx vy o~vire is the rosponaib111 ty of the Budding Designer par RNSVTPI I •se.2. For nor. InFornot,an ... th,. Job . general at.. uge and th... a .It..: SPACING 24.0" ITYPE HIPS ITVSCO: uw.Itwb.g..sn: TPI: www.tpinet arg: VTChI: wu.oW1.dwtry.00n: 10C: wv.,oacaF..org Job: L1/U15y1:1J -L:ounTry F(un -nF'b Uesign / t10 Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 Bo chord 2x4 SP #2 Webs 2x4 SP 63 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase Factor For dead load is 1.50. MWFRS loads based on trusses located at least 15.00 Ft. from roof edge. 1 I R-13758 RL-133/-127# H-H1 15, S. 36'8" THIS OWG. PREPARED BY THE ALPINE JOB OESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT 140 mph wind, 15.00 Ft mean hqqt, ASCE 7-10, CLOSEO bldg, not located within 9.00 Ft From roof edge, RISK CRT II, EXP B, wind TC OL-4.2 psF, wind SC OL-5.0 psF. GC pi 0/-)-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. J) Hanger Support Required, by others Bottom chord checked For 10.00 psF non -concurrent live load. RII wind load cases on this truss have a 1.33 duration Factor. I1117 15' R-1463# W-8' R i g i d SurFace) RIGHT RAKE - 1'5"5 SEO - 365939 PLT. TYP. -WRVE GESiG1f CRIT-FBC20l TPI-Z007 FT/Ri-20tf0Y1/10f0] OTY= 1 TOTAL= 1 REV. 15.02.000 . 12i;SUEE-0.2261 2844 H. O. I3 T. ZELL WOOD, FL 32788 rm 407-880-4551 Fun 407 880-4552 AR G ••READ AND FOLLOW ALL NOTES ON THIS ORAWINGI eaIMPORTANTee FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTRLLERB. iru«ee repquulM estrene oar. In rabrlse}I ng, twidli .9 .hlppppins. Irn folll and 6r.el Rarer t. andrallo.• fh. latest edition or SCSI ®uild,ng Component sa efy Inrerwatlan, bU TPI and VTCRAT rer rely pvotlws prir to prrorwlnR th«. recall on.. Irntall.r. .hell proved. r.npxery1 br I j per BVV.l eaa rnNd othorw l.a, *ap ahortl ohol I hove propels,1 afteahad atruotural eh«th iiigand031tonolnrd aimII have a preprl4Hl attached rlggld selling. LeastT— dhown rr p—mrit lateral ost—Int or cabs shall have braelrrqq attachedpr BGSI esetloru 03. 07 r 010. as applicable. Rppluu plates to each row or trues and pwl ,. ae dhoui above and en the Joint o.tal Is, —I«o noted ofherwT.e. Rerr WR rtodrewlnpe1-2 rstandard plot. positions. ITV gull d,ng'Componant. Group Ina. .hall not be re ono lb le ror ..I d.vlatIon Iron th I• J-aving rallur. to build the fruse In aenrerweroe with NNss TPI 1. r rr had14ng, shipping, Irntal1. ion In1 * Mr Ra« M }hl• droYlrlg r seer pee. listing }hie drawing, Indicates Oaespf0lMe of professional anginering raeperolbill W eelely rr the design shown. The oultobill and use or this dreuing rr my sgn structure Isthemap, IbllltW or the Building 0eelr per ARYr/TPI 1 Bea.7. Fer inrar.. etlan see this eral note. e • and these cab •It«: l ROM: uw.lfubog.00n: TPI: wuthisIpinst abre: 'iiw: —..be_ ,.t.y.aa.: la: —l««r..ry Eduardo Avellaned P.E. # 40040 2480 E. Michigan S Orlando, Fl. TC ILL 20.OpSF REF TC OL . OpSr p B(". OL 0 . OpSFm BC LLTOT. LO . 37. . O S F OA TE ORWG 0/ A LEN. 36oeoo OUR. FRC . 1.25 JOB # : 1701596 SPACING 24. 0" TYPE HIPS f Jab (1701598J -County Run -KPS Oes l n / A7 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM 'TRUSS MFRRS LAYOUT Value Set: 138 (Effective 6/1/20131 140 mph wind, 15.00 Ft mean hgqtI ASCE 7-10, CLOSED bldg, not located within 9.00 Ft From roof edge, RISK CRT II, EXP B, wind TC OL-4.2 psF, wind BC OL-5.0 psF. Top chord 2x4 SP #2 GCpI(t/-)-0.18 Bo t chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC (J) Hanger Support Required, by others Deflection meets L/240 live and L/180 total load. Creep Increase Factor For dead Bottom chord checked For 10.0o per non -concurrent live load. load Is 1.50. MWFRS loads based on trusses located of least 15.00 Ft. from roof edge. All wind load cases on this truss have a 1.33 duration factor. 1 1 i 18'4" 1 18'4' 1 36'8" 1 38'1"6 R-1375# RL-159/-1530 H-H1 FE": R-1483# V-S" Rigid SurFace) RIGHT RAKE = 1'5"5 SEO - 365907 PLT. TYP. -WAVE oeslcN air-Faczot S/TP[-2007 FURT-20t(OI)/IOta) OTY- 1 TOTRL- 1 REV. 15.02. OOC . 12175CFLE -0 . 2261 AANI G e• Re AND FOLLa a I9 DRAWING eeIMPORTANTee FURNISHTO ALL CONTRACTORS INCLUDING THE IN. For to anfold GRAVING Trucsea Ire dlto= rare In rabrlaaf ln8. hand)l,g .hlpnr— inefalll and Ado fa and Eduardo Avellane TaC LL 20.Opsf REF dM ATrlea, by TPl and MAT far aar.fyroll— the ast .di tics or SCSI ®wilding Cwponenr 6arefy eIIp•aotleas prior• fo paKwwlnp iheae runotions. instal lero ehol I tewpvary brooiri9 SCSI. TC 0L 7 . 0 sfP ORTE OS-07-2018 provide parp INloco rotsd othsruiea, fop Bard .lal l haws prap.rlyI1 affaahed structural ahaathln8 and batten chard shall have c p—pvly ottaahed rigid Gal IInnpp Least one shown for par ant larval . 1—,Int of —be P.E. #40040 BC OL 10 Opsf ORWGsholIhavebroclqInstolledpar8IS1eedrlerq83, 87 v eta. as applieabig. apply plats. fo aaoh fees of truss and pool an oe sawn abaws and on the Joint Details, unless noted othe as. 2480 E. Michigan 2644 R. O. EL T. Mery to drYwBa in I-Z far standard plate poolflon. lTV Bulldl onponente Stoup Ina. shall not be reaporalble far 1.111— Cron this tr-1 .g 0 . 0 S F OLLP4drollure to build the trues in oonforeonus with NNSI/TPI 1, v for fondling, shopping, Instal Is lon Orlando FI. 37.0 ZELLWOOD,M327QG I ortrwss... R seal this dMwlrnjg listing this drawing, Indicates t TOT.LO. sf 0/R LEN. 36osoo PH. 407 880-4551 on or dower page acceptance or professional erlgl^ suing rospaalblllfy solely reir the design shown. The sultobility ad uYetor this drewi fey ay ie the respolbil Ity the Sul lding Osei iN91/TPI 1 Sse.2. OUR.FAC. 1.25 J06 #' 170 598 rAX 4017-880!-45J52. etnw} w aof or per For nvo InFarwation see this J ab egeneral notes page and these web ertw: SPACING 24.0•• COMN ITVSCG: ww.itwbag.aon: TPI: w—.lpinst".arg: \Rdl: wwd.cd. ..baln,etry: ICC:—i—sofe.a•S TYPE Job: (1/U15tJtiJ -L;ountrq Hun -KP5 OesIgn / Ab Value Set: 130 (Effective 6/1/2013) Top chord 2x4 SP #2 Bo t chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set -138" uses design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor For dead load is 1.50. MWFRS loads based on trusses located at least 15.00 Ft. From rooF edge. 1 1 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 mph wind, 15.00 Ft mean hggt, RSCE 7-10, CLOSEO bldg. not located within 9.00 Ft From roof edge, RISK CAT II, EXP 8, wind TC OL-4.psF, wind BC OL-5.0 psF. GCpi0/-1-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. J1 Hanger Support Required, by others Bottom chord checked For 10.00 psF non -concurrent live load. All wind load cases on this truss have a 1.33 duration Factor. i= 36' 8- ' Fl 4 38'L-6 R-L375# RL-1.59/-L534 R-L463# V-8' H - HL Rigid SurFacel RIGHT RAKE 1'5"5 SEO 365907 PLT. TYP.-WAVE OESIGr1CRIT-FOC2pl /TP1-2007FT/RT-201(ON)/10(01 OTY- 1 TOTAL- 1 REV. 15.02.000.12I)SULE 0.2261 YRR G •• R A ALL NOTES ON THIS ORAVINGI eaIMPORTANTse FURNISH THIS DRAWING TO ALL CONTRRCTORS INCLUDING THE INSTALLERS. Twee. .NI— eatrene faro In robrlaatfns, handling Ins, ll d braing R.fer to one Eduardo Avellane TIC LL 2 0.0 p S F REF tV tion. calla„ eh. ,.1—latest .dirion or theCS1 03ullding s. instal ss,.ry .1I —p-. and VTCA acta' rer .af.ry prier to floss rfnetione. Installers shall fewperary braol IR SCSI. Tc oL 7 . OpsF OATE 05-07-2018p—vi.n, provide pertiesp I.— — I.e. topnor.d atherul... tap aTatl shall have pro att.ahed .t,wfu—I sheathing and bbIton ahoed doll he— P.E. #40040aprq—I) ottoohod rigid ..ping. L.oat ana she— ror pernenant lateral ..trofnt of webs shall have braal'q Inatallad psr 9Gbl soorlono 93. B7 or 810. ao applicable. Apply pia tee to each fao. of miss and poolllon a. licit above and an the Joint OstalIs unlus noted erhw aa. 2480 E. Michigan BC oL 1.0 . OPsF ORWG 2844 Rsfr to d^aulnaa ISM-Z roc stand—d plate pa.Itian.. ITV OwlJding Group Inc. far Cron this C LL 0 . 0 sFPH. 0, t+J: % Fl.3i798 a,pansnt. shall not be rupa •Ibl. any devfatlon drawing fallwa to build the buss in oonfernance with FINST/TPI 1, w car handling• shipping, Inotallo{ion Orlando Fl. 37 OZ8LLWOOa, R Zi af, fh ••ewleegg ar seven listing this drawing, Indicates TOT.LO. SF 0/A LEN. 360800 ru. 4lD7-680-4551 pe#• aoseptanse of prere..leiwl Ine•rine roepwlbllfiy wlayy car the design shown. The sViteblllty and Yes of this drawing Farany sMfiafw fe 1he maponsTbillty or the OWldlfig Osslgnsr 1VI I/TPI 1 Ooe.2. OUR.FAC. 1.25 JOB #' 1701598 PAX 407-580-4552 psr For —a Info—otien see this jab a gansrol notes page and these web of tee: SPACING 24.0" COMNTVOoc: ww.ltwbog.—: TPI: ww.lpi-1 -ry: VTGwai I: u..bnda.n atv.: IM www.ia..ar..-9 TYPE t Job: (1/U15bb1 -L:OunTr Hun -KF'5 Lies 9n / N7 THIS OWG. PREPARED BY THE ALPINE JOB OESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 130 (EFFective 6/L/2013) 140 mph wind, 15.00 Ft mean hgqtI ASCE 7-10, CLOSED bldg, not located Within 9.00 Ft From roof edge, RISK CRT II, EXP B, wind TC OL-4.2 psF, wind SC OL-5.0 psF. Top chord 2x4 SP #2 GCpI(1,/-)-0.18 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "13B" user. design values approved L/30/2013 bg ALSC (J) Hanger Support Required, bg others Oerlection meets L/240 live and L/180 total load. Creep increase Factor For dead Bottom chord checked For 10.00 psF non-ooncurrent live load. load Is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. RII wind load cases on this truss have o 1.33 duration Factor. L5' i6'8" i L5' 8" R-1375# RL-133/-127# H-H1 M-1 L":" R-1463# W-8- Ri9id SurFacel RIGHT RAKE a. 1'5"5 SEO 365939 PLT. TYP. -WAVE DESIGN GRIT-M20I /TPI-2007 FT/RT-209I0:1/10f0) OTY- 1 TOTAL= 1 REV. 15 . 02 . OOC . 12175CF E -0. 2261 R I Gies AEA AND FOLLOW OR seIMPORTRNT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Eduardo Avellaned TC LL 20.0 sfP REF OATE Trveas Ira —teen. oar. In Fabriaet I.S.handI l..g ahl ing, Instal ll end braain . R.f.r to and sells the t edition of #GSI (Building Ge pinta Sat.rd rornetldo and vrCRl sar Kill. to the. hnatl In.tall.r.shallrenpxary bracing DGSI. TC OL 7 . OPsF roarla.e prier p.rfarnlng M.. prowld. eAparG par lase rated otherwise, top atard shell have proporiy1 atteehod strwatwrol sheathing and boftan ahard P.E. #40040 ORWGr,al I hew. a properly att bh.d rigg id ..ding. loa.tTons .mean far per —ant 10-1 restraint or wb. dell haws brawl Irofol led 9G51 Seflo,a #3, #7 a #l0. as Ilcabls. I ate to sash fans BC OL 1 O .Opal OF true and position a shown aabove and on the Joint Dotal Is, unless noted oth Y o. War to drawl ISM-z for standard pelnon.. 2480 E. Michigan S SF00sf6CLLOPH. 0. 13.t lat. ITV euU ding onpon.nfs Gaup [roe mall 1 b. pa Ibl. ran any d.v,atlon rron this drawing fallwre to build the true in ANSI/TPI 1. for ho.dling, IIa1.11c Ion Orlando, Fl. 0/A LEN. 3soeooz[cwaaa,Fl.32798 canrornance with er shipping, ei.gartrus.... TOT.LO. 37.0 sf rm 407-000-4553 A seal an this drawing r sewn page IISf I.Ig this drayl re, Indicates acceptance or professional Snlgl ne.rinlg rospw ibl11 TW elslyy ter ihs design Shaun. The wlfabl l Ityy and use of this drawing ter o.m Is the l lty the #wilding Designer fN6I/TPI 1 g.a.2. OUR . FAC . 1.25 JOB # : 1701598 FAX 407-660-4552 StrueMs raSperoibl of per For nore InFa.v.etlun se this job s general rote. page and Thee web.Itaiii SPACING 24.0" HIPSITVBCG: ww.ltwbog.eee: TPI: ww.tpnnstg: VTdI: www..b.nd-trii— ICC: wu.I«car..org TYPE J00- Ll/UlJOIiJ -L,ounTr• nun -nr5 Uesl n / tLLU THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFFRS LAYOUT Value Set: 13B (EfFective 6/1/2013) 140 Mph wind, 15.00 Ft mean hqqt, RSCE 7-10, CLOSED bldg, not located within 9.00 Ft Front roof edge, RISK CRT II, EXP 8, wind TC OL-4.2 psF, wind BC OL-5.0 per. Top chord 2x4 SP #2 GCpi(f/-)-0.18 Sot chord 2x4 SP #2 Webs 2x4 SP #3 Wind loads and reactions based an MWFRS with additional CtC member design. Lumber value set "138" uses design values approved 1/30/2013 by RLSC (J) Hanger Support Required, by others Oeriection meets L/240 live and L/180 total load. Creep Increase Factor For dead Bottom chord checked For 10.00 psF non -concurrent live load. load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. From roof edge. RII wind load oases on this truss have a 1.33 duration Factor. 14'8" I Is a4X6 1 aTi 8- 38'1"6 R-1375# U-162# RL-101/-86# H - HI nm in in I IL 4_: R-14639 U-1.8311 W-8' Rigid SurFace) RIGHT RAKE - 1'5"5 SEO 365945 PLT. TYP.-WAVE DESIGN CIIIT-F8=lOiES/TPI-2007FT/RT-20S1013/10f01 OTY= 1 TOTAL— 1 REV. 15.02.000.1217MILE—0.2261 09WARNINGlas READ AWFOLLOV ALL NOTES ON THIS OR GI e@IMPORTANT** FURNISH THIS CARVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Eduardo Avellaned TC LL 2O . OpSF REF r.,.... apulro .etrewe Dora In rabrlaafl g. Iordling ehl¢ping, In.te111 rd breel R.r.r to endfollowthelatesteditionorSCSI03ulidingCcwpanentSoi'etV [nrrwaf ion, bV iPl and VTCNIror safetypraotlesslertororwln11fheserwnatlans. Instollora shall Ida tow broolnp SC51. TC OL % . OpSF DATE OS-0%-2018aon' l/,l sea noted otherwise, top atwd antiI have proporlNN attachedstrwfural sheathing and bbtfen chord P.E.r#40040 ORWG00 dal I how a proprlV attached rlp Id w111 g. Lcaotrans shown far permanent latwal restraint of mobs shall hov. braulrg I—toIIad par eLSI sectl6rw e3, e7 or eIO. es applicable. Apply plates to each faceofhewsandpoolwdown ,bow and on the joint Details, unloss noted othe— s 2480 E. Michigan S BC oL l0 . OpsF 28da lI.0.ILT. Refor to drawl 160R•Z for standard plots positions. ITV SuUdlngMawpawents Growp Inc. ,hall not be rsopornlble for onV deviation from this drwingreIlur. to I ld the trwa in aonrorwanoe with RNsI/rpi 1, or far handling. shopping, ants nehm Orlando, Ft. 0 . 0 S FLLp 0/A LEN . 36oe00ZELLWOOD, FL 3Z798 sing or trw••••• TOT . LO . 37. O SF ru 407-880-4301 R ssa an this bawlttlIRR ar OevP pees listing this drawing, Indicates ace Is, or professional e.lelmvi.e rospwlbllliV sol.ly1 far the design shown. The amlfebUify and woe of this drawing ref aryl.trwtw I. tM ro„panulbllltV or the Building Designer AN 1/TPI 1 #Be.2. OUR.FAC. 1.25 JOB #' 1701598 pwx 407-880-4552 per For worn Inrorwotlen ese this ab roe note eg• and thane web sites: ITVSOG: mw.ltwbeg.00w: TPI: ww.fpl— are:7: wmw.doPnduahy.aw: 1CC: wuu.lacaare.org SPACING 24.0" TYPE HIPS Job ; (1 /U lZ)ZJtiJ -L ounTry Hun -MF'S Ues i gn / nil, Value Set: 138 (EFFective 6/L/20L3) Top chord 2x4 SP #2 Sot chord 2x4 SP #1 :82 2x4 SP #2: Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC All Wind load cases on this truss have a 1.33 duration Factor. MWFRS loads based on trusses located at least 7.50 Ft. From rooF edge. L1' 1 4: R-146311 U-1834 RL-96/-l0l# W-8' Rigid Surrocel LEFT RAKE — 1'5"5 THIS OWG. PREPARED BY THE RLPINE JOB OESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT 140 mph Wind, 15.00 Ft mean hgqtI ASCE 7-101 CLOSEO bldg, not located Within 9.00 Ft from rooF edge, RISK CRT II, EXP 8, Wind TC OL-4.2 psF, Wind SC OL-5.0 psF. GCpi (f/-)-0.18 Wind loads and reactions based on MWFRS With additional C&C member design. Bottom chord checked For 10.00 psF non -concurrent live load. OeFlection meets L/240 live and L/180 total load. Creep increase Factor For deadloadis1.50. 14'8" 36'8" 1"6 11' R-1375# U-162# SEO — 365887 PLT. TYP. -WAVE DESIGN d1IT-FSC2017RES/TPI-2007 FLIRT-M(001/10(0) OTY- 1 TOTRL- 1 REV. 15.02 . OOC . 121 ZC :&E -0 . 2268 voWRANINGlog, READ AND FOLLOW ALL -NOTES ON THIS ORAWING1 aaIMPORTANTae FURNISH THIS GNAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Eduardo Avellaned TC ILL 2 0 . 0 S FP REF GATE 05-07-2018 Tru.... r.puIra ..t—. aaro 1n febrl.ating, h.ndling d,I 1, 1nst.111 and brooi R.fr to and fall— the farailltoon of WSI ®wlldlrig Canpol..nt So OW r nation, bynfPI and VTOT far ..f.!V la.. to ih..e functions. Insfellrs I f.wprar1I brae. SCSI. TC OL 7.Opsftprlrp.rforvll g steal provide -pp pr rofsd eft_:.., t.p"Sord sholI have praperl.1 .tfaah.d .fruo,wrol sh..thiNli and blIM okra P.E. #40040 shall have . proper.N ottaetcd rigg id ..III-g. l—atTan. pawn rr per -anent letral .afro.-, of web. doll Mvo broolr1R 1--tolled par 9RI e.atlano 83. 87 or SIO..s oppllaable. Rpplf1 platen to each faceortrees. and Ppeeelf lvi as diaiei above and an the Joint Do of unless rated ethorvT... 2480 E. Michigan Sec poL sL ORWG Rdr to drowtn 1AW-Z for atandord plate position.. 9C ILL 0. O p s r844H. O. 13.t FL 32798 ITv Bulldl Lonpon.nt. Group [-...hall net be roSyonelbl. f.r aN deviallm Iran this draulnS faller. to byIla the frue. In aonfornanse with RNSI/TP1 1, r far handling. .hipping. Inatollo}len trusses. Orlando Fl. 37. 0 fZEccwaaa, Ing or R ace an this drawl .feting this dro.liig. Indi..tes TOT. LO . s 0 /A LEN . 36osoo rtL 407-649-4553 r cower page acceptance ar praressianal solelyVlg.nering resperuibil W soles fair the design drown. The ..ltebillful nd Yes this drawing fairstructurewN structure is the the Sullding Designer RINK OUR. FRC . 1.25 JOB #' 1701598 F'AJ(- 407-660 -4552 roopens of par a For mr. Infornetion ... this ,nab . ge erol net.. pass and th..e web .Ito: wITVBM: w.lfubog.ow.: TPI: ww.tpin.t.org: Nw CA: u.fda*jAaan: Il.try.CC; www.l.aaaf..rg SPACING 24.0" TYPE HIPS Job:L1/U15JUJ -UounTry Hun -KP5 OesIgn / Al2 Value Set: 138 (EFFective G/1/20131 Top chord 2x4 SP #2 Bat chord 2x4 SP #2 Webs 2x4 SP #3 Lumber value set -138" uses design values approved 1/30/2013 bV ALSC All wind load cases on this truss have a 1.33 duration Factor. MWFRS loads based on trusses located of least 7.50 Ft. From roof edge. 1 9' THIS OWG. PREPAREO BY THE RLPINE JOB OESIGNER PROGRRM FROM ITRUSS MFRRS LAYOUT 140 mph wind, 15.00 Ft mean hggt, ASCE 7-10, CLOSEO bldg, not located within 9.00 Ft From rooF edge, RISK CRT II, EXP 8, wlnd TC OL-4.2 psF, wind BC OL-5.0 psF. GCpi 0/-1-0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked For l0.00 psF non -concurrent live load. OeFlectlon meets L/240 live and L/180 total load. Creep increase Factor For deadloadis1.50. LS'8- 12 e3Xq 11113X5 1112xqs sp X zx4 A o4X6i eJX4 e3X5 a3X4 P'4_: R-1463# U-184# RL-80/-85# W-8- Rigid SurFace) LEFT RAKE - 1'5"5 36'8- m3XLU R-1375# U-163# SEO 365884 PLT. TYP. -WRVE aESIGN 0RIT4EC20l7RES/TPI-2007 FT/RT-202I013/10101 OTY- 1 TOTAL— 1 REV. 15.02.000. 12123Ci$E —0. 2268 NING ee REAG R O FOLLOW ALL NOTESO THIS ORAWING1 seIMPORTANTee FURNISH THIS GRAVING TO ALL CONTRACTORS INCLUOING THE INSTALLERS. Truaaas Eduardo Avellaned TC LL z0.0PSF REF j GATE05-07-20I8 Wore at—. are In fabrlaallrlg, haadling shipp ,ng, 1—toll) and brooingg. Rarer to and rolI— the lafast edition of SCSI Olwlid,.Ig Conponmt 6otsty lnfrnet,on, bij I and VTCRI For —f.ty practice. is thes. f,.wtlona. Installers shell tawporary broiling thcsl. TC OL 7 • OPSF' prlrperror-i proved. per lYll e.a rotad ath.•„I—, top chord .bl l ha.. prap.,Iy attaah.d .truet.ral .h-thing and bbttoo choral aaP. E. #40040 ORWG hol1hewaproparlyattachedriggidcalIInppLeastchowforprwonentIoterolo.trolnt of —be hall have brawl Installed per eTSI s-tl3,a 03. 87 r e10. a. apple -bee. Rpplt1 plates to each lase BC OL 1.0 . 0PSF or true. and Pool Ion as W.-- abow and on the Joint atoll., —less noted oth.rv7... ReF- to e-a„In. LSOA-Z rr standard plats pa.Itlan.. 2480 E. Michigan S 6C LL 0.0 sf 2,8 44 H. Z+l. T. ITV Bu11 Ing onprent. crap Iro. shah l rot b. r..pa .bl. fr .ny dev,a't1— f vnleis dra,.Ing failuret. Wild the true. In oonf--no. IIIth ANSI/7PI 1, r rr h.ndli shipping m.tallahon Orlando, Fl. P 0/ A LEN. 360800 XCLE.W00D, FL3,2,798 0l or true.—. TOT.LO. 3% . 0 SF rm 497-Goo -4553 R s-' an this drawltigq r —vr peeo I Isting this droning, Indicates ee-ptaroe of professional englnerin nepaneiblllfy sslelW fr the design Brawn. The sultebUrty and use of this droving for my etrwetw Is the m blIIty the Building Oselgnr MUM 1 Ssc.2. OUR. FAC . 1.25 JOB # 1701596 FAIL 407-660-4552 Fi of per For Hare Idorrotoon —. this Job a general net.. page and th... ..b all... ITVeOG: u—.,twbog.son: TPI: u—.tp,net.org:TCA:—ba,nd,atcV.00n: I«: u—.lea.ara.rg SPACING 24.0" TYPE HIPS Job: L1/UlbZJt1J -L,ounTry Hun -KN5 Ueslgn / Ali Value Set: 138 (Effective 6/L/2013) Top chord 2x4 SP #2 :T2 2x4 SP #L: Bo chord 2x4 SP #2 :81 2x4 SP #L: Webs 2x4 SP #3 Lumber value set "138- uses design values approved 1/30/2013 by RLSC Left and vertical not exposed to wind pressure. All wind load cases on this truss have o 1.33 duration Factor. MWFRS loods based on trusses located at least 7.50 Ft. From roar edge. T 1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROW'TRUSS MFRRS LAYOUT 140 mph Wind, MOO Ft mean hqqt, ASCE 7-10, CLOSED bldg, not located within 9.00 Ft Fram roar edge, RISK CRT II, EXP 8, wind TC OL-4.2 per, wind BC OL-5.0 psF. GCpI (•/-)-0.18 Wind loods and reactions based on MWFRS with additional C&C member design. J) Hanger Support Required, by others Bottom chord checked For 10.00 per non -concurrent live load. Oeriectlon meets L/240 live and L/180 total load. Creep Increase Factor For deadloadis1.50. P 1 12 5 p 36'8- 38,1'6 R-137L# U-1724 RL-35/-88# H -HL R-1466# U-LB2# W-8' Rigid SurFacel RIGHT RAKE - 1'5"5 SEO 365954 PLT. TYP. -WAVE DESIGN QRIT-FWMl7AEWTPI-2007 FLIRT-20JIM93110f01 OTY- 1 TOTAL- 1 REV. 15 .02 . OOC . 12175CF&E =0. 2261 96WRNNINGloo KAU AND FOLLOW ALL NOTES ON T IS ORR I aaINpORTRNTaa FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trve..t Eduardo Avellaned T C LL 2 0 . O s fP REF ra Ire .strews oars in rebricatirnB, )codling .hip pi nB, inelal li and brae Ing R.fr to andcolI.. the la so, edition of 0051 Blrlldnr.g C.wpon.nt sab.tV Information, bit, I and VT40'rar saf.ty TC. OL 7 Opsf 0 - 7-2 18p'aatioat prlr to pvrrwirq these functions. Instal I.r..holl provide temporary bracing per Mi. lF iX&Maaa noted othem Was. top bhord who$I hove proper)y41 ettoohad tit—tural shoerhing and bal'ton chordallhoveopn-aptly attach d rigid aeilinpp Local an. shown for permanont lateral restraint or robeefS[ P.E. #40040 8C OL 10. Opsf GATE ORWGot.doll tova broolr8 nnotalled par sections 63. 07 or BID. as applicable. Rpply plates to each taco as ataw, aboro and an J. abons OefalIs, unless noted afh.rvT.e. trot. and prT 2480 E. Michigan S Z844 la.o.sr. ptheositions. e ISAdl1totldinrryapp ono roc .foramd plat. pealfiance ITV Bu1ldinBZapannt. cram Inc. .hull net b. re.pen Ible car ey devnartgion rPF ,8:. drarlryrailwvtotheMicaANSI/iPI Orlando, Ft. 8C LL 0 . Opsf 0/A LEN. 360600ZlL4`N0oI>, FL.32.79A ild n oonrormanoe with 1, or for hond11 shl In Irorallalion1r1nRoftry..... A aNl On thl draYlrig ar• aavtr pees Iluting this drarin Indicates a0a.ptoneo of professional TOT.LO. 37 . 0 Sf OUR. FAC . 1 . 2S JOB #' 1701598rm40i-660-455i eflgRlissrlfig roaponoibill y sel.ly far the design shown. The aultebllify and use or this drawingfarerystrvotVrolaihoroaperuib111tyoftheBuilding0e01871rperIW [/TF( ( Sea.a. rAX 407-660-4552 For ore inforvati— a.. this Job a general not.. pageand th... .b .I lea: TVs=: wr.lfrbag.00m: TPI:-tpinst-9: WTGR: rw,..baindu.rry.aan: IM rw.iooaefe.ar9 SPACING 24 . 0 " TYPE HIPS Job'. 11/Ll155tJJ -Country Hun -KH5 Ues I gn / A14 Value Set: 130 (EFFective 6/1/20L3) Top chard 2x4 SP #2 :T2 2x4 SP 41: Sot chord 2x6 SP #1 :63 2x6 SP #2: Webs 2x4 SP #3 :W2 2x4 SP 112: Lumber value set "138" uses design values approved 1/30/2013 bU ALSC Special loads Lumber Our.Foo.-1.25 / Plate Our.Foo.-1.25) TC- From 28 pIF at 0.00 to 28 pIF at 29.67 TC- From 55 pIF at 29.67 to 55 pIF at 38.11 BC- From 16 pIF at 6.00 to 10 pIF at 29.64 BC- From 20 pIF at 29.64 to 20 pIF at 36.67BC- From 4 pIF at 36.67 to 4 pIF at 38.11TC- 166.88 lb Cono. Load at 1.06306506, 7.06 9.0611. 06,13.06,15.06,17.06,L8.33:19:60:21:60,23.60 25.60: 27.60 TC- 232. 75 lb Conc. Load at 29.64 BC- 125. 39 lb Cono. Load at 1.06, 3.06, 506, 7.06 9.06, 11.06,13.06,15.06,17.06,18.33,19.60,21..60,23.60 25.60, 27.60 6C- 450. 64 lb Conc. Load at 29.64 L40 mph wind, 15.00 Ft mean hggt, RSCE 7-10, CLOSED bldg, not located within 9.00 ft From roof edge, RISK CRT II, EXP 8, wind TC OL-4.2 psF, wind 8C OL-5.0 per. GCpl(t/-)-0.18 Left end vertical not exposed to wind pressure. J) Hanger Support Required, by others Calculated vertical deFlection is 0.48" due to live load and 0.62" due to dead load at X - 17-11-0. THIS DWG. PREPRREO BY PROGRAM FROM TRUSS MFR' Wind loads and reactions based on MWFRS. Max JT VERT OEFL: LL: 0.48" OL: 0.62". See detail OEFLCAMBLO14 For camber recommendations. Provide For adequate drainage or roar. OeFleotlon meets L/240 live and L/180 total load. Creep increase Factor For dead load is1.50. Rif wind load oases on this truss have a 1.33 duration Factor. 187N 167e 167N 167N 167e soya t87a 187N 187 t67 167 167 167 i67 t'0"L22 2' t 2 2' 1 2 2' +2 2' 1 3"p 2 2' 2 2' '0 r r r r r r 7'0"6 29'8" 7' --{ 1 36' 8" I 1 ' 44 1 39' 1" G T 125% 125% 12511 1251 125ti 175t 45It 1zs trn 1zso 1zs8 12,.124,Ee t2sa tzs' R-3478# U-474# R-33140 U-456111 W-8" H - H1 Rigid SurFaae) RIGHT RRKE - 1'5"5 SEO 365959 PLT. TYP. - WRVE DESIGN GRIT-FW2017tMS/TPI-2007 FT/8T-207(0Yl/t0(0) OTY- 1 TOTRL- 1 REV. 15 . 02 .00C . 12I MFLE -0 . 1414 saWRRNINGlas READ AND FOLLOW ALL NOTEG ON THrS--dRRVINGI e•INPORTANTes FURNISH THIS GRAVING TO ALL CONTRACTORB INCLUDING THE INBTRLLERB. Eduardo Avellaned TC LL 20.0 SF P REFTMNa MW, Ire utrens care In fabricating, handling .I.I pping, 1.0.1111 and braal Rarer to and ralIaw thelafeateditionof9CS103u11d1..y Component Soi'ety lnfrnatlan, by)PI and VTCRA far safety TC ham 7 OpS105-07-2018 arml shooprlrtoparfor^1 those f.notlons. Installs!. mM11 provide tamperer bracing par SCSI. as noted . 1herw,.e, top"ahord .hall have proper) attached .trwt,iral sheathing and billion ohord P.E. #40040 OL ORTE DRwG a b. allI.ev. o praprlSI attached rigid o.11lns. laaatvan. shown far parnonant lateral r..troin, ar wb. doll Mvobrosl,q IlLtolled •651 aeatlana 63. 07 r 610, as o Moab ls. R 1 la tea is wah race of trwss and .1 ion shoa cabay. the Joint G.t.l1., Van. 2480 E. Michigan S eC p 10.0i. 0. IL T. p as and on -lose noted ath« Refr to draw7r°.. IGM-Z for standard slat* pssltlp.e. ITV Bulldl..• Group [no. hall 6e ble for dev lotion Craw tM• drevl..g LL ec LLSFSF OPFL32796onpmente not w onn ammo r.11wr. to build the true. In oonr--.a. with nNSg/TFI 1, r fr handling, .hipping, Inatallallan tn..-.... Orlando, Fl. 37 O ZELLWOOD, IorRawl on this drawing r eawr listing this &rowing, Indicates TOT.LO. SF 0/R LEN. 360800 PEL 4a7- 680-4553 page a000ptenos or professional arginurirg roapornlbili y solely fair the dam Ion shown. rho myItebIIIty and we of thIa drawing err a, y .tl•wturo 1. }he I Ito the gwl ldilg Designer RN I/TPI 1 Goo.2. OUR. FRC . 1.25 JOB #' 170159E VAX 407- 880 -4552 rompons)bl of per For acre ImrornetI on see this Jab a gainersI notes po . and theme b .IIW MOW: uvw. ltw6og.aan: TPI: wuu.tpl.ot.org: YTCA:-,.belnd w.ty.aan: 10C; www.lea.oF-ing SPRCING 24.0" TYPE HIPM Joo: L1/U1Z)ZJCJ-LounTry Hun -r%Vb Uesign / sl THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR' Vale Set: 13B (El Fective 6/1/2013) 3 Complete Trusses Required Top chord 2x4 SP #2 Bo chord 2x6 SP #2 Webs 2x4 SP #3 Nall Schedule:0.128"x3" min. nails Lumber value set "138" uses design values approved 1/30/2013 by ALSC Top Chord: t Row 012.Ob" o.c. Bot Chord: 2 Roue 0 6.00" Each Row) 140 mph wind 15.00 Ft neonPr Ft from rooF edge, RISK CAT h t ASCE 7-10 CLOSED bidggrt g, not located within 9.00 II, EXP 8, wind TC OL-4.2 8C OL-5.0 a.c. Webs : 1 Row 0 4" o.a. Repeat nalllny oe each layer is applied. Use equal epoc h GCpl(t/-)-0.18 psf, wend psF. between rows and sta er Halls99 In each row to avoid s IltTlnP 9• Wind loads and reactions based an MWFRS. Special loads Lumber Our.Fac.-1.25 / Plate Our.Foc.-1.25) Deflection meets L/240 live load and L/180 total load. Creepincrease Factor For dead TC- From 55 TC- From 55 pIF at -1.45 plF at 7.58 to 55 plF at to 55 at 7.58 15.17is1.50. BC- From 4 pIF at -1.45 pIF to 4 plF at 0.00 All wind load oases on this truss have a 1.33 duration Factor. BC- From 20 BC- From 10 pIF at 0.00 IF at 7.06i'rr to 20 plF at to 10 plF at 7.06 15.17 an_ au cu I0 1 a nt g.1rrtR B - 1375.36 lb Cono. Load at 9.06,L1.06 BC- 1327.96 lb Cona. Load at 13.06 I T-8" I,4"--i 7'3"l2 2' —-2'----2' —}— V-4" 397e8 9318 137gs l e R-35088 U-493# W-8' Rigid Surface) R-511011 RISId U-672# V-8" Surface) LEFT RAKE - 1'5"5 SEO 366000 PLT. TYP.-WRVE OFSIGNQRIT-F8=lJRMnPI-2007FURT.20X(OWIOw) OTY- 1 PLIES- 3 TOTAL- 3 REV. 15.02.000.1217301LE 0.5222 asIMPORTRNTes FU NIBN THIS ORRWINO O RLL CONTRRCTORS INCL OINO THE INOTRLLERB. Eduardo Avellaned TC LL 2 0 . 0 s FP REF Tri,.... 1r..,,..,,. ear. in Febrlooting hardilre .hl I.G. Inot°III oral brae) Refer to ensF°Ile„ the ivi:.e .dltl— ar W51 0i1llding c1Yponont Wee rorn.el-., by"PI and erca'sor r.eytlaseerto ""' thee. F,..etlon.. 1"tell.re 11 t bra°' TC OL 7 . OpsF DATE 05-08-2018prley11eprevid. ar71 • hev. propsrly ottoehod ot, t,°„1 d.'".pa hlR9 end UtM eliord P.E. #40040 oRwcdalIhave . proprli1 otteahod ri ld Go, llnp laeetTans .h— rar p.rnw.-.t let—$ .strelnt eF ,wb. hell have brvaIfq itf.tolled par CSI se°ti(w 63. 87 or 810. Wa epplla.ble. Rpply pletea to .eeh rao. pSCoL10.OpsF F t— end ITlan a..h-+, shave and on the dalnt o.t.1l., ,.il... noted oth.r.T... R.s.• to draw 0• ISM-2 for standard plate position.. 2480 E. Michigan S BC LL2844X.0.a.T. ELLWOOD. FL 31708 Iry OV11d1n'g opon.nt. Gre.q Ino. .h.1I not b. r.. We rer any d.vlatien Iran this dre"lrgr. 1w to III the tra.. 1n omdbrnene..1 atsg°i"TPI 1, or, For handling, ahipping. lll.tallellae I e„..... Orlando, F1. 37 0er R .os an this *Qwlrq or sevw pegs hating this dr.ving, I-dloetu onso"Veoes or p atessionel TOT.LO. SF 0/A LEN. 150200 OUR . FRC . 1.25 JOB # : 1701598rH. 407-680-4557 lneer. grresponsibl y solely for the design l° olio. OeI'e1°i °alt°blll Wool b°° If this d-e.l°g1RIllTPIIge°a. PAX 407-660-4552 For ,..Y'r1l ot.°weto er.' W... this Job h e—I —to. pa and th... ..b IrV@CG: ,,,,,.1Nbeg.oen: TPI: ,.n,.tpin.tJ 13 VFCFI: ..,,..bear ty.oa.: 10C:.Iw.leeaer..org SPACING 24.0" TYPE COMN J00: L1/U1OZJtfJ-L.ounTr Hun -MF'S Uesi n / (.:I THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM Value Set: 138 (Effective 6/1/20131 Top chord 2x4 SP #2 Dense Sot chord 2x6 SP #1 Dense Webs 2x4 SP #3 f "/ . . I TRUSS MFR'S LAYOUT Nall Schedule:0.128"x3" min. nails Lumber value set "136" uses design values approved 1/30/2013 by ALSC Top Chord: 1 Row 012.Ob" o.c. Oct Chord: 2 Rows 0 5.50" o.c. (Each Row) L40 mph wind, MOO Ft neon hqqt, ASCE 7-10, CLOSED bldg, not located within 9.00 Webs : 1 Row 0 4" 0.0. Ft from rooF edge, RISK CAT II, EXP B, wind TC OL-4.2 psf, wend 8C OL-5.0 sf, Repeat nalling as each layer la applied. Uee equol opacinq GCpi(t/-)-0.18 P between rOus and stagger nall6 In soOh row t0 avoid splltTing. Wind loads and reactions based on MWFRS. Speolal loads Lumber Our.Fac.-1.25 / Plate Our.Fac.-1.25) Deflection meets L/240 live and L/180 total load. Creepincrease Factor For dead TC- From 55 pIf at 0.00 to 55 plF at 7.54 load is 1.50. TC- From 55 pIF at 7.54 to 55 pIF at 13.12TC- From 55 plF at 13.12 to 55 pIF at 22.45 All wind food cases on this truss have a 1.33 duration factor. BC- From 10 pIF at 0.00 to 10 pIF of 11.00BC- From 10 pIF at 11.00 to 10 plF at 13.94BC- From 20 pIF at 13.94 to 20 plF at 21.00BC- From 4 Elf at 21.00 to 4 pp1F at 22.45 BC- 1379.36 lb one. Load at 1.941 3.84, 5.94, 7.94 9.94 BC- 1370.65 lb Cone. Load at 11.94 BC- 3477.54 lb Cone. Load at 13.94 I'4"--1 S"6 l R-7398# U-523# W-4" R-5849# U-693# W-8" Rl9id Surface) (RI91d Surface) RIGHT RAKE - 1'S"5 SEO 366003 PLT. TYP.-WAVE DESIGN atT.FSCWI7RES/WI-2007FURT-21U0113i14)c0l OTY- 1 PLIES= 3 TOTAL-1 REV. 15.02.000.1217MILE-0.3838 N MISS READ AND F ALL NOTES S DRAW NGI IMPORTANT,, FURNISH THIS CRAVING TO ALL CONTRACTORS INCLUDING THE INSTRLLEAS. Eduardo Avellaned T C LL 2 0 . 0 s FP REF Tr .... aeppuuiro ..tr.n. aaro in rabricati handling, .hipp I ryI g roll- the late.t edl tiara of SCSI 1&,I lding Coiparnnt Sefy Inforwo tlon.l by TPI a d VTCAI roReao fy and praotlow to nc these Insfallars shall fewprIII bracing SCSI. TC OL 7. 0175E DATE OS-0/ -2Q1078prirprovideper loo, to alIfunctions. Uralll I noted Fr p.Hao, tap shard dell have pro .MykI attached sfrwlW l hoothi77ff9 and bof fan chordshallhaveaproperlyoftoahedrlgIdwilIrlg. LoaatTon. eh- rr parnanant Ictrsi u1-int or -be P.E. #40040 BC oL 10 0 sF004' hall have braalnf installed pr SGSI section. 8,, g7 r 810. a. appI loabla. Apply plates to .ash raserussandpwIIanasahanaboveand - the .Joint Details, oral .. noted othery ae. 2480 E. Michigan S P ORWG 2844 N.O.13.T. Refer to dr-1 ISGA-Z fr starward Plata pwitiarn. TV Vill"T" onente Group'-. be fr deviation iron this 0 . 0 sFBCLLOPSFMILLWOOD, IFL32798 shall not reepornibl• and drawing to Ild the truce In conrarnance with ANSI/TPI 1. r for handling, shipping, I -to lla)lon I'm or NAOrlando Ft. TOT. LO. 37.0 sF 0/A LEN . 2 1 reL 407-680-4551 reel an thl• tiowintISA ar sever pees listing this draVlrlg, Indicates acceptance or prehwiarnl allg insr ing respmvibillfy sol.ly rr the design shsWn. TM suitability and use sf this droving rrOUR.FAC. 1.25 JOB #' 1701598 FAX 407-660-4552 my stniatwe is the ro.pan.NibiIIty of theSul filing Ssel pr RN I/TPI 1 eac.2. Fr ore Infor%ation ... this Job • ..."I notes page and thew web al ise: ITV= l ,,,,Ir.Itwbiq. ; TPI: ,nAPI-I.-e: VTCA: v..r.ab.IndustrV. : ICc: uuv.I.awre.re SPACING 24.0" TYPE HIPS Job:(17U1b98] -Country Run -KPS Oeslgn / C2 Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #2 Dense Sot chord 2x6 SP 91 Dense Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC 140 mph wind, 15.00 Ft mean hggt, ASCE 7-10, CLOSED bl2dg, not located within 9.00rtFromrooFedge, RISK CAT II, EXP 8, wlnd TC OL-4.pef, wind BC OL-5.0 psF. GCpI(t/-1.0.18 Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor For deadIoadIs1.50. All wind load cases on this truss have a 1.33 duration Factor. 7.6-8 5.7- THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM 3 Complete Trusses Required SS MFR'S LAYOUT Nall Schedule:0.128"x3" min. nails Top Chord: 1 Row 012.06" o.c. Bo Chord: 2 Roue 0 5.50" o.c. (Each Row] Webs : 1 Rau 0 4'• O.C. Repeot nailing as each layer Is opplled. Use equal apacingq between rowe and stagger nails in each row to avoid splltTIng. SpeoloI loads Lumber Our.Foo.-1.25 / Plate Our.Foc.-1.251 TC- From 55 IF at 0.00 to 55 pIF at 7.54TC- From 55 pIF at 7.54 to 55 plf at 13.12TC- From 55 pIF at 13.12 to 55 pIF at 22.45BC- From 10 pIF at 0.00 to 10 pIF at 11.00 BC- From 10 pIF at 11.00 to 10 pIF at 13.94BC- From 20 pIF at 13.94 to 20 pIF at 21.00 BC- From 4 EIF at 21.00 to 4 glF at 22.45 BC- 1375.36 lb ono. Load of 1.94, .94, 5.94, 7.94 9.94 BC- 1370.65 lb Cono. Load at 11.94 BC- 3477.54 lb Conc. Load at 13.94 7'10-8 1 21' I 22'5-6 I ' ( I -4 -1 2---1--2' -j 2 IN 2' -1 2 • --1--2 • -1- 13758 137 13750 137 / 13752 137 s 3e78e R-7398# U-523# Well- R1g1d SurFacel PLT. TYP. -WAVE GESIGH CRIT-M.2017RIEsiTPl.2007 FT/RT-20rcon/10w1 OTY- 1 PLIES= 3 TOTRL- 3 2844 3@.0.a.T. ZELLWOOD, FL32798 rm 407-880-4551 FAX 407-660-4552 lulrm a.t,-..e In fabricating, hondl ingt .hipping, Irntal ll..pind b viCal.s'apaf f sdI teen of SCSI ®ullding Co.ponent So sty Inf-aatlon, by vlor to perfornlnp thame rviations. Instal lore shall wovi do fa.oararu braolna cor rlald call am opbllooble. NOW claims to each ra savl0fi%go 15M-Z for srandrd piaq poelflone. TV Sulldln%-iWononte Grovpnlrn. shal I rot be nice. ibis For any devloUon Fro. this drawl fal l,re fo__Obuulld the Irums 1l oonfar.onoe with IINSi/TPI 1, or for handling, shipping. Installcolnqortrus.e.. I seal an this drawlnq w sour pegs I letlfig this droving, Indicates aoomptonae or prefesslarol nering rosporis ability solely for the design shown. The wItoblllfy afd vse of this drawing any struetve Is the respana lbllify or the Wilding Designer per IWBII'M 1 Beo.2. For .ore infe, t,an ... this Job m ggenmrol note pa9 and th... web site.: IT11110G: uw.itvbog.ao.: TPI: I= vw.loomore.org 7'a-1z Eduardo Avellan( P.E. #40040 2480 E. Michigan Orlando, Ft. f--1'4- -I R-S849# U-69311 W-8- Rayid Surface) RIGHT RAKE SEO REV. 15.02.000.12115CFEE 1'5"5 366003 0.3839 TIC ILL TC OL BC OIL BC LL TOT.LO. 20.OpsF REF 7.OpsF 10 - OpsF ORWG 0.Opsf 37.0 sF DATE 05-07-2018 O/A LEN. 21 OUR . FRC . 1.25 JOB # : 170159E SPACING 24.0" TYPE HIPS JOO- (1/U15Uti1 -LOUnTry Run -Kt'S Ueslqn / u1 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 136 (EfFective G/1/2013) Special loads Lumber Our.Fac.-1.25 / Plate Our.Fac.-1.25) Top chord 2x4 SP #2 TC- From 55 plF at -1.45 to 55 pIF at 7.00Batohord2x4SP #2 TC- From 28 IF at 7.00 to 28 pIF at 8.17Webs2x4SP #3 TC- From 55 pIF at 8.17 to 55 pIF at 16.61 13B" BC- From 4 plf at -1.45 to 4 pIF of 0.00Lumbervaluesetusesdesignvaluesapproved1/30/2013 by RLSC BC- From 20 pIF at 0.00 to 20 pIF at 7.03 BC- From 10 pIF at 7.03 to 10 pif at 8.14140mphWind1S.00 Ft mean hqqt ASCE 7-10, CLOSEO bldg, Located anywhere In RISK CAT II, EXP B, tC BC- From 20 pIF at 8.14 to 20 pIF at 15.17rooF, wing OL-4.2 psF, wind BC OL-5.6 par. BC- From 4 pIF at 15.17 to 4 pIF at 16.61GCpI(t/-1-0.18 TC- 232.75 lb Conc. Load at 7. 03, 03, 8.14 BC- 450.64 lb Conc. Load at 7.8.14 Wind loads and reactions boxed on MWFRS. Bottom chord checked for 10.00 par non-oonourrent live load. Deflection meets L/240 live and L/180 total load. Creep Increase Factor For deadloadIs1.50. All wind load oases on this truce have a 1.33 duration factor. Cq T F-- I' 4- --I r 1'2" 1----1 ' 4. --1 es lti vste R-1314# U-178# W-8" R-1314# U-178# W-8- RlSid SurFacel Rigid Surfaael LEFT RAKE - 1'5"5 RIGHT RAKE 1'5"5 SEO 365852 PLT. TYP.-WRVS DESIGN CRIT4'W2017Wm/TrI-2007FT/RT-209C091/10I01 OTY- 1 TOTAL= 1 REV. 15.02.000.1203CFLE 0.4832 vovRRNIN low PER ALL MITE N THrrUNAMI esIMPORTANTaa FURN SN THIS OARVINI TOLLRCONTRACTORS INCLUOINO THE INSTALLERS. Trv.. a. Eduardo Avellaned TC LL 2 0 . 0 s F PREF 1- tMn...ra In febrl..rl..g, h.ndling ehI l..e. Irotel lI end br..lnR War to and fallw }h. I .f ed 111p. of BCS[ ®ul ldl..g Co"pon.nt S.tetV lidxw.tlw, bg TPI and VTCRI'Fx war.fy pproroarla.. to tla.. fleatlon.. Installers t-par braaing WSl. TC OL 7. OpsF OATE 05-07-2018 priorper•far.lr.R °hall provide p.r INIo. rated atlrvl.., tap 9ard ral l how p•oparl,1 attached .tr 1-1 .h.orhh4 9 and b.tton ohord hawP. E. #40040 shall o proprlV attached rl Id ae111 LaaatT.ro he- for perronant lateral r..irolnt of web a." m,"pan '. ' en Sb,, b`a :Iel ante 9:.°,:::', :; at l Nia,.. ra .aah .a. 2480 E. Michigan R. ec oL 10.0 sF PORWG 2644 H.0.1& T. Rot. & U1. a 18011-Z For standard plate pa.ltlan°.BC ITV1ldlrgcother. Gr°"4 Ira. shall rot be r.e m_.Ibl. tar .,., :h1;X.;'1: ; v. toIidtheIr... n oWornanue with ANSI/TPI 1. ar for n. Orlando, Fl. LL 0. OpSF 0/ A LEN. 150200 ZELLWOOD. FL 32708 of rr,,..e.. an thIa beYI Y sever• page listing this dra.ing, lndleafes Geesytine. of profeaslarol ln°° r flNsr° l for fM design TM Tor. Lo. 37 . 0 SF OUR. FAC . 1 . 25 JOB # : 1701598 PH. 407-680-435] sell show. wlteblilt andwasof }hl dro.Irlg f°1.pr dthe VAX 407- 000 -4552 Far rare ,nf°1a,." tlon h :g°q' bI :rog.0i°: o' note. pRegNe wof`these°web .It... ITVSCO: vw. It.lbog.a..: TPI:-1plro£..r9: VTCR:.uv..bolrl I trV-: ICC: vwv.Ia.a.f..erg SPACING 24 . 0 " ITYPE HIPS Job= (17015981-Countr Run -KPS Oesl n / 02 THIS OWG. PREPRREO BY THE RLPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LRYOUT Vale Set: 13B (Effective 6/1/2013) 3 Complete Trusses Required Top chord 2x4 SP #2 Sot chord 2x6 SP #2 Webs 2x4 SP #3 Noll Schedule:0.128"x3" min. nolls Lumber vale set "138" uses design values approved 1/30/2013 b RLSC Top Chord: 1 Row 016.00" o.c. g Pp y 8ot Chord: 2 Rows 0 6.00" o.o. (Each Row) L40 mph wind, 15.00 Ft neon hggt, RSCE 7-l0, CLOSED bldg, not located within 9.00 Webs : 1 Raw 0 4" o.c. Ft from roof edge, RISK CRT (I, EXP B, wind TC OL-4.2 psf, wind BC OL-5.0 peF. Repeat Walling as each lover Is applied. Use equal spacing GCpl(t/-)-O.LB between rOWe and stagger n0116 In each rOW t0 OVOId 6plltTing. Wind loads and reactions based on MWFRS. Special loads Lumber Our.Fac.-1.25 / Plate Our.Foo.-1.25) OeFlectlon meets L/240 live and L/L80 total load. CreepIncrease Factor For dead TC- From 55 pIF at -1.45 to 55 pIF at 7.58 load Is 1.50. TC- From 55 pIF at 7.58 to 55 pIF at 15.17BC- From 4 PI F at -1.45 to 4 pIF at 0.00 RII wind load cases on this truss have a 1.33 duration Factor. BC- From 20 pIF at 0.00 to 20 pIF at 7.06 BC- From 10 IF at 7.06 to 10 pIF at 15.17 7'-10" Fen-9u77su lbFn... I.,A..t -7Apa BC-- 1375.36 lb Cono. Load of 1 06,11.06 BC- 1327.96 lb Cono. Load at 13.06 g4x6 (R) In 5 p .3x o3x4 In m o a 3X6(R 171 Tr =4X6 (A 1) i 82X4 -5x8 53X5 15'-8" I7- V-6 r'- 7.3'-12 2' -}-2'---r 2' 2'-4"-4 3e781 137 s 13731 l32 R-35884 U-493# W-8- R-5110# U-672# W-8- LEFT RAKE 1'S"5 Rigid Surface) (Rigid Surrace) SE0 366000 PLT. TYP.-WAVE OESIGNCRITf8C2017RWTPl-3007FT/RT-20t(OW10(0) OTY- 1 PLIES- 3 TOTAL- 3 REV. 15.02.000.121;6CF&E-0.5222 IMPORTANT" FUhNN H THI9 ORRVINORNO 0 NLL CONTRlICTORB I CLUOINO THE INBTNLLERB. TC LL 2 0 . 0 D S F REF Tr .. r a Ira straw. aura 1n fabrlaating, handllri .hlpp Ino, Intel Il and brasI R.fr to ar.d Eduardo Avellane OP SF the 1of:.e .d1rlan or ecsl a,IlalnV eeApen a s.i.rV Inrorwoelon, bV"PI and vreRi'rar racyg7fleaspriertop.rrarnlnR thee. functions. lnotal lava .hall pro ld. t.wporar I braalnq .r ecsi. P.E. #40040 TC OL 7 . Opsf ORTE 05-07-20)8 l/.I- net.it oth~.., top a-1vtl atoll have properlNN attaoh.d atl%arvrol d.wrh li. #and bb1 on oMrd atoll have a prap.rl ollooh.d rI Id col ll laaalTano .ha.n ran p.rnan•nt lotvol restraint or .ab. p ORWGwhohaveWbo1ngItailedpar9iIseeti'il. 03. #7 ar 810. as applicable. Rppi11 plat.. to each face 2480 E. Michigan S BC oL ! 0.0 sf of true and poaI Ion a. aha.n above and on the Jalnt Osta11., -lose noted othsr.nTN. Rof- to drolll IwR-z ref standard plot. positions. 9C LL O . OpsF2844H. O. IL T. ITV #Yild1 ewponsnt. Inc. .hen not b. r.. 1b1. cars deviation craw rhl. trallrgrallwto'gbe1ld ihs rnw :"4n aanrarnano. with RNsI I. ar ra""ha.dl ln..hlppin#. 1n.tol la+lan Orlando, Fl. 0/A LEN. 2ec.cwo0a, FL 32708 1rg o< ..an.... TOT. LO. 37.0 sP 1502D0 R .eel en }his dravi % arol ever wI page listing this droelllgn Indicates tame or prafea lane) MK. 407 880-455]', •fMrys•b1latMfdtshi.#^BilwimeTM•e :1ep IIItVe•e o 2h1• maVlne OUR.FRC. 1.25 JOB #' 1701598 PAX 407. 660-4552 Fang ware In.ro-atlas ... this Job . R. s..ai at.. page end th... a.b .I I... ITV8001 alwn.itYbog.oaw: TPI:-.1piner-9: VTCR: 10C,. Iww,.ieaaar.." SPACING 24.0" TYPE COMN J00: L1/U1WJtiJ -L:OUnTrU Run -KP5 Uesign / HJ7 THIS OVG PREPARED BY THE ALPINE Job DESIGNER PROGRAM FROM TRUSS MFR' Value Set: 138 (EFFective 6/1/2013) Special loads Top chord 2x4 SP #2 Lumber Our.Fac.-1.25 / Plate Our.Foo.-1.25) Bo t chord 2x4 SP #2 TC- From 0 pIF at -1.97 to 55 pIF at -0.08 Webs 2x4 SP #3 TC- From 2 pIF at -0.08 to 2 pIF at 9.84BC- From 0 pIF at -1.87 to 4 pIF at -0.08 Lumber value set "138" uses design values approved 1/30/20L3 by ALSC BC- TC- From 20.86 2 pif lb Conc. at 0.00 Load at to 1.41 2 pIF at 9.84 140 mph Wind, 15.00 Ft mean rt from RISK CAT hggt, ASCE 7-10, CLOSED bldg, not located Within 4.50 TC- TC- 114.30 227.95 lb Conc. lb Conc. Load at Load at 4.24 7.07roofedge, II, EXP 8, Wind TC OL-4.2 psF, Wind BC OL-5.0 psF. BC- 13.30 lb Cana. Load of 1.41GCpi(t/-)-0.18 BC- 97.72 lb Conc. Load at 4.24 Wind loads and reactions based on MWFRS. BC- 175.06 lb Cana. Load at 7.07 Deflection meets L/240 live and L/18 torsi load. C 1edeep increase Factor for deod11ejBottom chord checked For 10.OAspsf non -concurrent live load. load I s 1 .50. L' S" 2'•9"l5 gT j--WW. d I Do W4& WM h. W 1,14CS huvic a 1-dIN 924 bCt00 NRILEO T 1 1 1` ll'9"ll 1 Self lie 175a R-313111 U-1084 Y-l0"8 Rigid SurFaoe) R-325# U-320 NAILEO LEFT RAKE - 1'11"9 PLT. TYP. -WAVE DESIGN CRIT BCMORES/TPI-2007 FT/RT-20X(071/10(0) OTY=6! TOTAL= 1 REV. 15.02. SEO 365819 000 . 12175CFffLE -0. 7229 ee ARN ee READ AND FOLLOVALL NOTES ON THISORA INGI eeIMPORTRNTes FURNISH THIS GRAVING TO ALL CONTRACTORS INCLUOING THE INSTALLEAB. Eduardo Avellane C LL 20 • OpsF REF rrw.the w ..rr.m. oora In rabrlaating, bndllrg .11pping, Iror.11l and braaln . R.Fer to andratlortheDeafedItiaraofSCSI (Building Cowponsnr Sa'sty Infxwof ion, by 1P1 and VTGIT For eoFefypprr,:flana to rhea. fvetiar,s. Installer. fampurary TC OL 7 Opsf GATE o -d -I 3priorperformingshallpravldabracingpar1101. l/Ilwa rated orhory lac, top 61ord shah I hove prop.rlll Otaoh.d structural ohsothing and bat - chord doll have P.E. #40040 ORW(7+ a properly attached rl Id calling. Loctit we shown far permanent let-., nitro 1.1 of ebe dell have braal,q Irotalled per ceI section. 03. 67 or ela, a. appI4"bl.. Rpplll plat.. to ...h face of muss orld posI Ion ao shown above and an the Joint get., 1., oral.. noted othervTTs.. 2480 E. Michigan c OL 10.Opsf 2844 N.Q. E T. a.f. to drawl IWR-2 far standard plate position.. IN BuU dlnR Zee mpvwnfs Croup Ira. be far BC LL 0 . OpSfbollnetreponslbl. an devl orfglm I-. fa.e draulnafallursfobulldthe (ruse In oenfcrron1 with TINS /TPI 1. or rcr ndlI shl In Installallan Orlando, F. 0/A LEN . 91001zeuwaoa,FL32798 sing of trvawe. R thin TOT.LO. 37.0 sf r!L 407 - 040 - 455 1 sael an drawlrrlIRe or .ever paps Ilafln0 this drawln0, Indicates acceptance of prehsslanal fano,irnesring responalblllfy solely far the design shown. The aultobilify and van of this drawingfairanyatrvotvreinthereopensibiIItyoftheOwlliltingDesignerperAN9UTPI16ea.2. OUR. FRC . 1.25 JOB # 1701598 VAIL 407-660-4552 Fo.• tors InFernotion see this job a goneral notes page and these web site.: ITVBOG: ww.ltwbog.aam: TPI: www.fpinet!arg:VTCR: w b.1nd14Ntry.cam: Icc:-ic-F..org SPACING 24.0" TYPE HIP_JRCK A . • 0 Job: 1.1/Ulbbbi -L.ounTrq Hun -KP5 Uesign / HJb THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 138 (EfFective 6/1/20131 Special loads Lumber Our.Fac.-1.25 Plate Our.Foc.-1.25) Top chord 2x4 SP #2 TC- From 0 plF at -1.97 to 55 plF at -0.08Batchord2x4SP #2 TC- From 2 plF at -0.08 to 2 plf at 9.84Webs2x4SP #3 BC- From 0 plF at -1.97 to 4 plf at -6.08 BC- From 2 plF at 0.00 to 2 plF at 9.84 Lumber value set "13B" uses design values approved 1/30/2013 by RLSC TC- 20.86 lb Conc. Load at 1.41 TC- 1L4.30 lb Conc. Load of 4.24 L40 mph Wind, LS.00 Ft mean Ft From RISK CRT hqqt, ASCE 7-10, CLOSED bldg, not located Within 4.50 II, EXP 8, TC OL-4.2 TC- 227.9S lb Conc. Load at 7.07 roof edge, Wind psF, Wind BC OL-5.0 psF. BC- 13.30 lb Cono. Load at L.41 GCpi(+/ )-0.18 BC- 97.72 lb Conc. Load at 4.24 8C- 175.06 lb Cono. Load at 7.07 Wind loads and reactions based on MWFRS. , OeFlectlon Bottom chord checked For 10.a&psr non -concurrent live load. meets L/240 live and L/18 total load. G{ryryceeep Increase Factor for deadllorX" load I s 1 .50. 1'S" 2' 9"1S 1-rpT.d I ca'02o`dB i:6. hIIp. a I. Sage -a i . routCT{. T a•I 1 I--L' LO"10 - i 9' 10-L 13s R-313# U-LO8# W-l0"9 Rigid SurFooe) LEFT RAKE - 1'11"9 eat NAILED R-3258 U-324 NAILED SEO 365819 PLT. TYP. -WAVE DESIGN CRIT-M20171FS/TPI-2007 FT/RT-2011(071/10co) OTY- 4 TOTRL- 4 REV. 15. 02 . OOC . 12173CF&E 0. 7229 WARNINGIve READ AND FOLLOW S ORA DI ooIMPORTANToo FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Eduardo Avellane TC LL 20.0 sFP REF Truwea Ire -trans arc In fabricating, hardling ehl pl ng, Indolll and broom R.fr to and rallw the I'a7:at .dlrlan of ecsl cewlldln9 Gampanont Safety 4nfrnatlon, by IPI and VTCRi fr ..f.tv to theme functions. TC OL 7 . OpsF ORTE Qs-O`l•-2i71epaotlaeapriorprrarnlnitInstaller. shall provide tQMWWV bracing per SCSI. 1N lsss noted afhrufee. top dvtl shall hove praprlffl1 attached structural sheathing and batten chord P.E. #40040 ORWGAimdhallshahowopraprlWattachedrlppld asllmg. la at one she- rr per -ant lotrol ..tro1n1 of -be hove brae)np Inatall.d par 9G51 action. 83. 87 r 810, co applicable. tlpply plates to each face 2480 E. Michigan QL 10.OPSF 2844 X. 0. EL T. of truce and pas a..ha,ah above and on the Joint 0.t.1is. ant... noted atho.vT... R.fr to drowlnRs 160R-z for standard plot. pooltlona. ITV Bull ding Torp-onto G-V Igo, hall t be Ibl. fr..V deviation fro. thus A•wing BC LL 0.0 7sF rsspa rellne•o tc build the truss In oanfrnanoe with IWSl/TPI 1, r far handling, chipping, Instal 1.Flah Orlando, Fl. 37 0ze[cwoon.FL32798 I.g of tru.... A sae] on this droveng soar listing this drawing, Indicates TOT.LO. . sF O/R LEN. 91001 t•fi 407 - 880 455 1 or page aweptene. or professional srglnsrllq rssponslbl l l ty solely fr the dsolgn shown. Ths sulfablllfy anuss or this craving fr sly struoturo 1n fho rospansiblllty er the Building Dsslgnor IWBI/TPI { g.o.2. OUR. FRC . 1.25 JOB # ' 1701596 VAIG 407.880-4552 pr For are intornotlan sea this -Iab e ge I naea pa9e end thew we; sltw: I TVBCG: ww.l twbcg.00m: TP [: haw.tpl.. rg: WCH www.abaln ty.aan: ICc: hw.laawf.. erg SPACING 24.0" TYPE HIP _JACK I Job; L1/UI=t:JJ -LounTry nun -Rt-b UeSign / tJ/ Value Set: 138 (EFFective 6/1/2013) Top chord 2x4 SP #2 Bo t chord 2x4 SP #2 Lumber value set '138" uses design values approved 1/30/2013 bU RLSC Oefleotion meets L/240 live and L/180 total load. Creep increase Factor For dead load is 1.50. T a-t 1 I L'4- 17' LEFT RAKE - 1'5"5 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRRS LAYOUT 140 mph Wind, 15.00 ft mean hggt, ASCE 7-10, CLOSEO bl2dg, not located within 4.50 Ft From roof edge, RISK CRT II, EXP 6, wind TC OL-4.psfI wind BC OL-5.0 psF. GCpi(t/-1-0.IS Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked For l0.00 psf non -concurrent live load. R11 wind load cases on this truss have a 1.33 duration factor. MWFRS loads based on trusses located at least 7.50 Ft. From rooF edge. R-1674 U-46# 1. in NAILED 8.5-6 R-36L# U-384 RL-79/-21# W-8- R-L25# NAILED Rigid Surface) btU - JbZ)b4e PLT. TYP. -WAVE aESIGN ai1T4W,20t701WTP1-2007 FTmT-20+(041111)(0) OTY- 7 TOTAL= 7 REV. 15 .02. OOC . 12175CFLE 0. 8523 99WRRNINGI@o READ AND FOLLOW ALL NOTES ON THIS ORRWINGI ssIMFORTRNTsa FURNISH THIS DRAWING TO ALL CONTRRCTORS INCLUDING THE INSTALLERS. Eduardo Avellane C LL 2O - OpsF REF OATE 05-07-2018TrwwasraI— astrans Dora 1n fabrlcaf ing, handling ohlppIN, Inafo111,q W li YTCNT FoWarato andg Falls the 1a ..t .dIto— of SCSI m llding cwponenr saF.ty [ frnstlen, bV V TC OL 7. OpsFppwaatlweprlrtoprforwIngfMesFunctions. Inetallsre ehal l p—lds tsnpra V bnaoing par DCgl. attached atnuotoral sheathing and billion chordla.leaa ncfad othrules, tap chord aholl hove "Localshalllavaoproprlyattachedr1yIdos111np looatTorn shown for prnsnsnt lateral aelnclnl of usbe P $ #40040 1; OL 1 O OpsF ORWG 00 1Ka alai) have brwI installed par 6GSI atllne 93. g7 r BIG, as applicable. 11pp111 plates to each faceortruesanalpos1ionoashownaboveand. o1 the Jai of Gstclle, woks. noted efhwTss. 2480 E. Michigan 2844 N.0.11LT. Refer to drowtnpe 1e3a-2 rr standard plate positions. ITV gulldlrld onpornnts cr.iwp Ina. .hall net be r e ponslbl• ran oy devioflon rran this trewlrgfallurstoildthetruceMCWTPI1. for handling, Instollaiian rOrlandoFl. O O S FBCLLP 0 /A LEN . 7zeccwooa, FL 32798 n aanfrnsnse with r shipping, eing of tr.Ieeee. TOT. LO . 37 .OOpsF rH. 407 880-4551 A seal on this drawl r sour page listing this drawlrrer IiMlaeHs acceptance or pnchulorrol xgiea rwena. ii rh:.y.•al.lgbiait the a..Ign.hawn. The wlteblllt and yae or this drawingtytheiwlIdingGwlgnrnN ITP( I aa.2. OUR . FAC . 1 . 25 JOB # : 1701596 FAX 407-880-4552 ro .pans or par Fr nre Infix tion gas this job • gsnsral nofas page anal thew web sites: MOM ww.Itwbog.00n: TPI: ww.lpinsorg: VTCA: ww.abondwtry.ao.: Icc: ww.laaears.ry SPACING 24.0" TYPE EJACK Job: (1701598) -Countr Run -KPS Oesl n / E186 THIS OVG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 138 (Effective 5/1/2013) 140 mph wind, 15.00 Ft mean hqq1, ASCE 7-10, CLOSED bldg, not located Within 4.50 Ft From roof edge, RISK CRT II, EXP 8, wind TC OL-4.2 psF, wind BC OL-5.0 per. Tap chord 2x4 SP #2 GCpi(1•/-1-0.18 Bat chord 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "138" uses design values approved 1/30/2013 by ALSC Oefleotion meets L/240 live and L/180 total load. Creep increase factor for dead Bottom chord checked For 10.00 psF non -concurrent live load. load Is 1.50. All wind load cases on this truss have o 1.33 duration factor. MWFRS loads based on trusses located at least 7.50 Ft. from roof edge. T e-t 1 i1'4" i 7' R-36111 U-380 RL-79/-210 V-8' Rigid surrooe, LEFT RAKE - 1'5"5 8'5"6 R-167# U-48# NAILED R-125# NAILED SEO 365822 PLT. TYP. -WAVE DESIGN GRIT-FW2017MITPI-2007 FT/RT-20Y(091/10(01 OTY— 31 TOTAL- 31 REV. 15 . 02 . OOC . 12175CFLE —0. 8523 Iffoholl 2844 bl 0.11L T. ZELLWOOD, FL. 32798 PN 497 880-4551 FAX 407-880-4552 WARNINGIve READ AND FOLLOW ALL NOTES ON THI ORAWINGI eIMPORTANTea FURNtBH THIS DRAWING TO ALL CONTAACTOAB INCLUDING THE INSTALLERG. In rob IwrinB. ha.dllny ahl I 0. In0ro111 .nd b I R.r.. to and rollow the 1. at edltlon or SCSI Oillding C6,,, nt sai'.to plPnror,-tlon, by fill and owTCRRT'ror safetypp'a1otiose prlw to pa.rarnim the.. functions. Instal lure .hal I provlde tonpor" bracing per SCSI. le,Iae. noted olhvwle., rap Sherd shall have properly,I attached stnlgturol ohea' rhl lg and batten oMMhaveap-l—Ifw, attachad rIg II d welln& Least on. shown for pernenont lateral wlrolnt air —be boll how brcalrp IAeto I lad par BGSI awtl&u 03, B7 or 810. as applicable. Rppl41 plotw to wch faceoftrwanandposlTIonsoohowaabowandontheJointDotails, —I... noted oth— a.. Rarer to dra.In a s-z for standard plate positions. ITW 0w11d1 me Gro Ina. shall rot be re. ons161• fx a d-1.1lon from this drawlfeller. tob Ild the rrvm n a anrarnano..1th RNS /TPI 1, air fa""handling, shipping, Ine,el.lon sal or true... R sw on this drowln or cover pogo Ilntlng thin drawing, Indicates acceptance of prcfmslonol f„glnner ing responslblll?y misty fair the design shown. The sultablllty end Ww air this droving ter any struotvra Is thn rsapanalblllty or the Bullding Geslgnw per ANBUTPI 1 Ilm.2. For ,or. Inra,..otlon see this job • gon—I note. ps9a wW thew cab altee: I Tv8CCI ww.lrwbog.oan: TPI: ,nn,.tpinet.org: VTCR: ww.ebalndwat,W. - ICC: ww.lwwfe.arg Eduardo Avellaned P.E. #40040 2480 E. Michigan Orlando, Fl. aTC LL 20. Of7SF TC OL 7. OPsf OL 10 . Or7sf I 0.0 sfBCLLP TOT.LO. 37 . 0 sf REF oATE 05-07-2018 ORi(7+ 0/A LEN. 7 OUR . FAC . 1.25 JOB # 1%01598 SPACING 24. 0 ITYPE EJACK 11- -4 . , I I J00; L1/ULZ)ZJt31 LounTr Hun -rll-b Uesl n / L;JS THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LRYOUT Value Set: 13B (Effective 6/1/2013) 140 mph Wind, 15.00 Ft mean hggt, ASCE 7-10, CLOSED bldg, not located Within 4.50 Ft from roof edge, RISK CRT II, EXP B, Wind TC OL-4.2 psF, Wlnd BC OL-5.0 psF. Top chard 2x4 SP 2 GCpi(•/-)-0.18 Bat chord 2x4 SP 2 138" Wind loads and reactions based on MWFRS With additional CLC member design. Lumber value set uses design values approved 1/30/2013 by RLSC Bottom chord checked For 10.00 psF non -concurrent live load. OeFleotlon meets L/240 live and L/180 total load. Creep Increase Factor For deadloadIs1.50. RII Wind load cases on this truss have a 1.33 duration Factor. T z 1 s•s-s R-29111 U-34p RL-604 V-8' Rigid SurFooe) LEFT RAKE - 1'5"5 R-114114 U-33a NAILED R-8811 NAILED PLT. TYP. -WAVE GESIGN GRIT-FK201.71ES/TPI-2007 FT/RT-207(Or)/10(0) OTY- 14 TOTAL- 14 REV. 15 . 02 . OOC . 12173C1$E SEO 365816 1 . 1215 RR NG •• READ AND FOLLOW S DRAWINGI eeIMPORTANTes FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Eduardo Avellaned aTC LL 20. O P s F REF DATE 05-07-2018 T.-u..e. reg ire rtr.n. oera In rabrlaofing, ho.dling .hlpp1..8, Inet* lll nd braol Refer to and r.11or the lowest .eltoon or SCSI (Wilding Component rA sty gnror,.aflan, boo I and VT far ear.ry fathe.. Functions. Inetall.r..hall fempor" TC OL 7. 0 sF Ppaoflaaprior %rrarnlnp provide br.oln8 .r 801. lYll aoa rated othwla.. rep shard ohall have properly attaohad afruofarol sheathing and botpton chord P.E. #40040 ORWG aimIhaveapraprlWattachedrlflldcalIInggLeastonsshow, Fr perm.nent lateral restraint er web. fall have brawl Irotalled poor 6CSI oeatlbns 63. 87 r 810, ae applicable. Rpply plates to each race ortrystandpoollonasdale+ abay. and on the Joint G.tal l., .n1see noted oth.— ... 2480 E. Michigan OL 10 . OPsF 18.% Rersr to &swingos tGaR-2 rr standard.Iats po.ulons. ITV WIWI. Group Ira. hell b. rcr From this 0. 0 sF BCLLOPSFI+1. . FL 32, 7" o.ponento rot neep rolble on deer laflen droving Folluro to build rh. ."sa In osdrmonoe with RRst/TPI 1. r for"hardling. shipping. Installar•lan rrus.... Orlando, Fl. 37 O ztsLcwa0% I., .r R sop an this do Vlrg r paver loafing this draw lllg, Indicates TOT . L0 . . SF o/A LEN. s rEL 407- 049-4503 Pas. eaeepteroe of professional anrasPaalblIl W solel{{ll rr the design shown. T . "I tobll lt,l and use or this drawing rr any strwotl.r is the rsapensibl l lfW the Bonding assignor A41ITPt 1 liso.2. 7 OUR. FAC . 1 GS 8 # 1%01598 rwX.401- 660-4552 of per For mr. Idorvatlon ea. this Job e ge .rol notea page od theae eb elto: ITIIBCG: uuu.1twbog.00m: Toil: uuu.tpinat.arg:iru+: ww.abolnduatry.00n: la: wl,w.Iaosor..ry SPACING 24.0" TYPE JACK Job'. L1/U1=JJ-L;ounTr Hun -KF'b 0esl n / CJ3 THIS OWG. PREPRREO BY THE ALPINE JOB -DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Value Set: 138 (Effective 6/1/2013) 140 mph wind 15.00 Ft mean hgqt RSCE 7-10, CLOSED bldg, Locoted anywhere In rooF, RISK CAT II, EXP 8, wind fC OL-4.2 psF, wind BC OL-5.0 psF. Top chord 2x4 SP #2 GCpI(t/-)-0.18 Bo t chord 2x4 SP #2 Wind loads and reactions based on MWFRS with additional C&C member design. Lumber value set "138" uses design values approved 1/30/2013 by ALSC OeFleotlon meets L/240 live and L/180 total load. Creep Increase factor for dead Bottom chord checked for 10.00 psF non -concurrent live load. load Is 1.50. All wind load oases on this trues have a 1.33 duration Factor. 4.5"6 R-226011 U-3211 RL-4L# W-8- Rigid Surface) LEFT RAKE - 1'S"S 3' R-5711 U-l7# NRILEO R-4910 NRILEO 813 PLT. TYP. -WAVE Ge9IGN o+IT-caez0l Tp,-Zam FLIRT-mscaniww, OTY= 14 TOTAL- 14 SEM E 365621REV. 18.02.000.12175CF E—1.5621 oVARNING109 RERG R O F L NOTES H ORR IN o9IMPORTANTee FURNISH THIS ORRVINO IL ALL CONTRRCTORB INOLUOING THE INSTALLERS. Eduardo Avellane C LL 20 • 0f7SF REF Tru..a. Ira ..tr'eq care 1n fabricating. Itl.dling ahl pping, Inafalllnp and bracing. Refer to and by and YTGIJ rx aorafyratfhaIWt .ditlan of 9 funti to a. instal S.fafy rifhotpprraetla.. to thee. rvrotlon.. ,n.tall.r..holl tewpxary brael,h9 9C9I. TC OL 7.Opsf oArE 05-07-2018prlarp.rr,ning provide orprovide par lehlsw noted other„ lea, top bhartl dell have properly attaahad structural h.tithing and boftan chord P.E. #40040 ORWGdollhowaprq—ly attached rigg id—11Ing. LeastTanc ehe— fa parnanent lateral .etraint or webs dell have 6rtlalrg lrufalled SCSI seotions 93. 97 w 91g, as o Ilaebla. R 111 la tea to each faea of truss and po.ITlan as afhev at.— and an the 00.1l., _I.@@ noted ath:rpIM 2480 E. Michigan S C OL l0 . OPSf 2A 4 4 Joint Rerer to drawl 113R-z for standard plate pealtiona. ITV BC LL O . OpsFIL0. 11L T. ZELLWOOD,FL32708 9ulldlnglT.-penanta Graua Ina. shall net be responsible For a deviation Cron this droolF. F.Ilurs t.-Wild the truss 7n oanforwanoe with ANSUTFl 1, ar Forryfhandling, shipping, Inatolle)lmhftrus.... Orlando, Fl. 37 Oar R thls drawlrlg ar saver page Ileting this drowing, Indleates aaaeptanos of professional TOT.LO. . SF 0/A LEN. 3 OUR. FAC . 1.25 JOB #' 1701596r[L 407-880-455] srhginsrlrg respanslbll'fy ssislW far the design shaven. The sultabilitW and wee of thls drowing rar any strVet= is the meponstbllity of the Building geslgner RN UTPI I e.o.2. VAX 407-660-4552 per Far nar. Inrorvhatlan ... this Job a 9 ..ral not.. page and the.. ab elf..: I TV9eG:—.lfwbog.con: TpI: ww.1pinaf.arg: VTgi: —lacuna-try.oan: ue: tun a leeeera.arg SPACING 24.0" TYPE JACK L lob (17015967 Country Run -KPS Oes I qn / CJ1 THIS OWG. PREPARED BY THE ALPINE JOB OESIGNER PROGRAM FROM TRUSS MA'S LAYOUT Value Set: 138 (Effective 6/1/2013) 140 mph wind 15.00 Ft mean hgqt ASCE 7-10, CLOSED bldqq, RISK CHIT II, EXP 8, fC Located onywhere in Top 2x4 SP 2 roof, wind OL-4.2 psf, wind 8C OL-5.0 Per. chord GCpi(./-)-0.18 Bo chord 2x4 SP 2 Lumber value set 138" uses design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked For 10.00 psf non -concurrent live load. OeFleotlon meets L/240 live and L/180 total load. Creep increase factor For deadloadIs1.50. All wind load cases on this truss have a 1.33 duration Factor. R--38# Rw-24# U-32# NAILED 1'4' . i 1, 1 2'5"6 R-208# U-56# RL-2210 W-8" Rigid Surreae) R-7/-l2# Rw-16# U-1.2# NAILED LEFT RAKE - 1'5"5 SEO - 365810 PLT. TYP. -WAVE DESIGN 0RIT-aec20taaEsiTPI-3w7 crmT-20:Imili10101 OTY- 12 TOTAL- 12 REV. 15 . 02 . 000 . 12123Cf$E -2 . 5725 B.VAR •B R AO ANO FOLLOV ALL NOTES ON TWIG ORR I GI IMPORTANTso FURNISN THIS GRAVING TO FILL CONTRACTORS INCLUDING THE INSTALLERS. Eduardo Avellane TC LL 20.0 Sf REFpTrussesIra .tr.m. oars In fabrloafln, hondlln .hlppppin, Inafolllno and bream?. R.Fr to and roll— the latest edition or SCSI Golding Cowpa-ent S..tV Inr--tlon, bV TPI and VTCRI ror comfyf TC OL 7 O s f ORTE 02-10-2017prI... prir to perform those runatlons. Install... •hall provide tomprary bracing par BC91. lh-O°ee. noted athawlss, top"&.ard .hall have property attached etruafarol .hgofhing and boffon chord P.E. #40040 p hall have . prgp Ijl .ftaah.d riggid coiling. Loc.tpan..I— for permanent latrcl ..trolnt of ..be hall have braolrq i tolled BC9I sections 03. B7 or OLD. as o ltoabl.. R I,i )etas to each rasa or fruee cite I— as 1— above and — the octal le, ail::. natal oth.r 2480 E. Michigan S c oL 10 .Opsf ORWG 2844 IL 0. s T. pool ,joint a. Rarr to a --I ISGA-z for .render- pear. poeltlone. ITV Bullding"oninfe croup Ina..holI net be responsible rar deviation from this draYln 8C LL 0 . 0 sfp ZELLWOOD, FL 32796 anyr.II%ira to build the truss in aenf.rmanoa vlth N9PI 1, r rar Nandiln, shipping, insfal1.11on1Oft--.. R , toile Orlando, Fl. TOT. LO . 37. 0 s f 0 /R LEN . 1 PeL 407-660-4553 eea drawl ng r aavr pegs listing this droving, Indlo•tse aaaepfanue or Professional Inering responalbiltfy sol•RV rr fh• design shavn. The evltebillfyy and we or this dra--ingrrcrystructureIntherospanetbllltVtheBuildingOselgrirRWBI/TPI I Bee OUR.FAC. 1 • 25 JOB #' 1701598 FAX 407-660-4552 or W .2. 1— — -nfornotlan ... fhl. Job s general veto. pee ad theca b .11.e: ITVOM: uw.It,".aa-: TPI: - Apin.t,arg: VTCR: w bo-r,dq,.frb.aam: ICC: ,mm,.iaaaf..rg SPACING 24.0" TYPE JACK q f 4 City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address HOC . 2—_C) 4-k, sl. 54,.),j L As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product a" Approval can be obtained at www.floridabuilding.org. ? c The following information must be available on the jobsite for inspections: N 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. 00 Ln Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Sliding Sectional Roll Up p FL, _ Automatic Other 2. Windows Single Hung FL `z_ Horizontal Slider Casement I Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits F C ' Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles- Underla ments MINT- F L iZ RoofingFasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Rnnf Tila Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels C Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products I IHERMAITRU 0 THERMA TRU DODRS 1 1 6 IIYOUBTRIAL- OR.. EuaiERTON. OH 43517 SMOOTH STAR"; "FIBER CLASSIC'; CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC" GLAZED FIBERGLASS DOUBLE DOOR W1 SIDELITES INSWING / OUTSWING IMPACT' j GENERAL NOTES 1; Thb product hos been ev okWted and b in eompffance YM the Sib JkWon (2014) FbMa liti ng Code (MCI strueWdrequhments excluft the *h Veloclty.4odcone Tone" (HVHZ(. 2. Productdnchorsshag bees Bled andspacedasshown andeidLAnchorembedmentlobase motedalshd be beyond wc1 dressing «stucco. 3. When used h1 areos reglfirrtlg Wild borne debris ptatection fhb product compWswlth Section 1409.12 df fhe F8C and does not require an Impod resblant covering. fib product meets mbsQe level Vandlncludes iMbd lone 4 (n defined in ASTM E 1996 and Sedion IM9.1.2 2 of the FOC. 4. Foralstud framing colsstrucfan, anchoring of tbese uNb shofl be 1hesome cs that shown for 2x buck masonry construction. I me condtiorss that deviate from the detars of fhb draWing requke 1wihere1111needng dnChlb by a GcemedengbeerareglderedarcMfect. TAAIPOFCONfENFS syfu# DESCRimon I elution, d n uro8gen fWr;s 2 Sn000MSlordoW elite 3 grief; 8 FR* rCtsdcdoorhM IS Omer& detals 4 S Claulc N CraURusRcd0 e5 91A defoas Hatrontalaoss aro d Ve kd cruuseelbm 7 Verticalamsections e Buck 9 frome - 2X caruhllctfon 10 FMMe a -1 b ao 11 Cam rents Cam 12alIslS'MAx. FRAINE w!w! 745rMAKFR"WIDTH a i ad6 saorMAx PAW YA FRA•W62'Af " p PANELWONH W/ASTRAGAL 13fD11 ?i I J m Al Q X a X O 0 0J7-- II SMOOTH STAR".' FIBER CLASSIC CLASSIC CRAFT" i "CLASSIC CRAFT RUSTIC' SWING OVO4Ll FRAME DlmtksION OVERALL D. LO. DOOR:/•SIDE1lfE blh1EN5ldN DESIGN PRESSOR ( PSF} Pos;MvE Ni.GA. rVE- INSWING 151. 5w x 98.00" 21.00' x 78.79 50.0 50.0 OUTSWING 151. 50'X 96.75" 21.00" x 78.7W 50.0 50.0 M 1 FL- 7630.5 I 21.WMAX DLO. d O 21. 49 X3' PFH Y/S 2 TYP. (4I CORNERS 46 41 , EXTERIOR Gl 42 t. if.`ti1 7. `J.F. V'. \T.y '^':.• ',y- 46 44 R . ..1... ry '••', t. '1 INTERIOR ''r•.,.•.-. 43 ::....r. X o 1 HORIXONTAL CROSS SECTION z EXTERIOR GI EXTERIOR _ tr' C INTERIOR INTERIOR OOR P EL 40 smao m 1\ HORIZONTAL CROSS SECTION Imo• EXTERIOR INTERIOR 3 tea' GT rn' --j 1.re• r—• CELLl1uR GLASS 811E 1 I"THK r Ss' GLAZING G Lr I T- TAPE 1 /8" TEMPERED '' EXTERIOR GLASS c <M'• L ti}- •ti %1 ommms INTERIOR ' DOW 995 OR S1KA 552 AIRSPACE `r,, a••r•• \ w' 5/32"ANNEi4lE0 B . E '' y.i •'•.;' GLASS 4d I '•::`t•y 0.090"3AFLDNPv6 5:.'i:>;;, 41 INIFRIAYER '':' 5.3, 4• 2 1/8"ANNEALED 03•— I lryri%i i GLASS 3 SWlGGLEGLAZING S 45 SPACER Gi G GDET L 43 1rHsn Z IC L CROSS SE OLCROSSSEO slNIIj bN 0 00 na-o 5 22L BA qL no ar LFS 7YVN N7: C FL-7630.5 a 21.00'MAX D.LO. Ra im EL fpxrpmws G1 56 EXTERIOR 54 INTERIOR I-"\ HORIZONTAL CROSS SECTION EXTERIOR Gi 71 INTERIOR cob W. 94 i;i r3a 0 j 6 td EXTERIOR INTERIOR tiogimmml. CROSS SECTION G1 12 tn ELUFLAR GLASSWFE l"THX LAZJNG TAPE GLASS p- I Ir TEMPERED AIR SPACE WuEXTERIORGLASS 4-'?t p ! i SM2"ANNFALED OMML X.A u) W 4 GLASS O.OW'SAROCS PV8 5-0INMLAYER4.11* INTERIOR neg DOW 2 ilal.ANNEALED OR GLASSar 5/22—/08 SKA 552 3 sWIGGLE GLAZfNG N.T.S. SPACER viel: AL LAilN Ern TLMG= cm ev, LFS VERTICAL CROSS SECTION -- - D.LO. 21ArMAX DLO. d RP 7CuroGYu8Rwft I MM IIIIIIIMh 1 HORIZONTAL CROSS SECTION 4 56 di EXTERIOR G1 ' f •• 71 fie .rv.: 1.ti •. '' `, "a.rCi ,-. ;.: R^.' 71 INIEWOR 1/2" CELLULAR GLASS SrM GLAZLNG TAPE EXTERIOR . INTERIOR OR SIKA 552 3 HORIZONTAL CROSS SECTION 4 I"THK GLASS I/8"TEMPERED GLASS AIR SPACE 5/82"ANNEALM GLASS L mam'SARE0 PVB INIERLAYER 1/8"ANNEALED GLASS SVAGGLE GLAZING SPACER I EXTERIOR INTERIOR T mac-5122108 T + f 65 ssxc N.TS. L°" a-LPS 2 VERTICAL CROSS SECTION - -- 71 SIDE lE 4 FL-7630.5 mEQ ar',1] 1. NNna., aslra alrescrew E lll i bmied 4 314 r.3-114:4-IM 11W ` r 1 l 2 0,- ,•• ••• d u 37- 114'. V-718: 76.3/a ; Mir, 92° 93" & A 6677C 941/ 2'6omtcpofaskogd / 70 SEENOTE2 _T• g./ is ° J ^ 2 Skteate asmnbysarews klcated al EXTERIOR M . •' N? z \'' O ..py((g m d'trom each end and 6 more scewt / / / / %' equ* spaced fasa m towperjamb). ! / ........... n $ Z e5 INTERIOR e`.' ; m 6 6 5 O X X 5d 17 20 < z 1- 1I4•l 1. m . EVAMI5 3 5 4 HORIZONTAL CROSS SECTION 6 6 6 7 7 7 5 ownw/Ixsebbuek tJda ( rvP.J N 9 50 60 60 60 27 a C SEE NOTE 2 70 70 SM NOTE 2 10 10 40 INTERIOR 40 K 4 SEE NOTE T M INTERIOR M N 41 N pp L EXTERIOR 7 S TERIOR 7 U 8 96 20 8 m y'r C f0'P•1 20 3 HORIZONTAL CROSS SECTION we 5 22 oa a . 6 5kowing chow - oushdng afro approved arum N.T.S. g3 Oft Or AL a oac er: LFS d E 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION OWN=1t o FL- 7a30.S a 5 np own-Otahvinga6aapproved 5 fiswGlgshown-Oustw61ga1soapproved °a a •- 00.1.3, p EXTERIOR—""`ff"" lr OOR 1 VE CAL CROSS SE ON 6 OvO"Shown-Insvlin9 approved INTERIOR E a 3"'N VE CAL OSS SECTION 6 Fw4m conuillcoon EXTERIOR INFERIOR 2 VERTICAL CROSS SECTION 6 shownw/Ixsub•G ; 30 60 18 40 E t-4'\ VEIMCAL CROSS SECTION our f EXTERIOR INTERIOR 5 VERTICAL CROSS SECTION 6 OUfAVa Q OpfIfl9WQfOf1 Z m - ml own AL as or. LFS f14WYf0 MW FL-7630.5 Sff NOTE I M g v EXTERIOR NTERIOR 1 VERTICAL CROSS SECTION 7 Oubftg Rama-nr*Tng coo wmved INTTMOR SEE NOTE I l M)` 3 VERTICAL C S SECTION 7 ft can OW 4 E EXTERIOR SEE NOTE 1 C C b YWCAL CROSS SECTION 7 Cww" C.mgwwf. SEENOIE 1 nM1 `:J EXTERIOR INIERIOR INTERIOR 2 VERTICAL CROSS SECTION 7 Shoxmw/lxwbbudc NOTE: 31 1. udeffeamm*sa mlacaredaf r Rom each end aid ct cenferfine. EXTERIOR INTERIOR gzE M 4 VERTICAL CROSS SE ON 7 Ouwmg comMg=wn Ir 11 WAKE 2 MIN-Z lug 5122,108 ? n N.T.S. 9 W. AL m' an LFS ; m+o xa a A FL-7830.5 °o HEAC 1 1>P. MASONRY & JAMW OPENING MUCK III III CONCRE7EANCWOR NOTB3' 1. Concrete ancharlocallons at the comers maybe cdlusted to mafnloin the mft edge oWonce to manor/atn: 2. Conaete a dwbcalloni noted as MAX ONCBMWmmt be adjusted to mdnfain the min edge GWMCe to morfar(aifs add7ianal concrete anchors maybe mquded to ensue the WAX ON CBfW d#nenvon are not exceeded. 3. Cbncmteanchor tobte. iu..: n.-I., TQ iV}SONRY+i3 Fri y©iKpJ GE[i s e M. sC•: Yv%*%kNiAYmRiv': ffw O TAPCON 1/4' 1-114' r 4" ELCO i ULTRACON 1/4' 1.1/4' i' 4" I I III _ '. >'•••........ 4 a III • ,° >" Ee z e II ul 6 add g' ASTRAGAL AND III d s wa III I III III I III III SUCKANCHoPING Y? N a n na— 8 a N.T.S. S ar AL m er US 3 cwo rp : d FL- 7630.5 a a la MASONRY Q OPENING' JAMBS SEE OETAIL I MULItON F SEE HINGE 2X BUCK D I TYP. SRL TYPDETAILIas . t SEE oETAIL2 I r l HINGE JAMi 1RAME ANCHO h Masorry2XbudceorotrucTwn 5 CONCREMANCHORNOIES 1. Concrete ancharlocations at Me cornea maybe odusled to mdntafn the m/n edge awance t0 morfar/owL 2. Concrete onchorlocaNwanated as MAX ON C6NTER"mwtbe adJrafed to mdnfafn the min. edge distance to morf r•)ahts addrlfanol concrete anchoa maybe mqubed to enstae Me MAX ON CBN1W dAmensfon are not exceeded 3. Concreteanchortable: ITW a 1/4' 1-1/4' 2' 4" TAPCON ELCO ro 1/4' 1-1/4" UURACON ffW T CONS 3/16' 1-1/4' 3° 1-1/r WOOOSCREiyINSTALLA71ONN07ES: 1. Mafnfa5r a minimum S/8' edge d—&e. 1'end distance• A 1"mr: Wadhg of wood screws to prevent the s0ifiiLg of wood. 1 r4T RIH ASTRAGAL K 97 a DEAR 1 ASTRAGAL DErAM 2 BOLT HOLE Oulsw" C. 5° a rrrnlnr g Em a 9m, LATCH & DEADSOLT DETAIL HINGE DETAIL mou 13 Big s os g 5 er AL • ar LFS FL-7530.5 c Er 9 as 12 n W MASONRY TYP. HEAL Q OPENING & JAMBS SEE DETAIL 1 — MULLION — F 1XBUCK D 1 TTP.Su SEE HINGE _ OEWL — { TYFSIL.. SEE DETAX 2 1 1 1 1 1 1 1 1 1 fRHGEJAMB FRAMEANCHORINGMdY2Xbuckconmucfion CONCRETEANCNORNOlES 1. Conwete anchwlocofions at the corners may be ac$u ftd to mofilah ffm n*L edge ddance to mwfar/o1nfL 2. cammteonchorloaotionsnoted os MAX ONCEMER'mwtbea*Wedto maWah the mh edge cWonce to morAsJa kft odo76ono1 concrete anchm may be required to ensum the MAX. ON CEMER°dmensfan are not exceeded 3. Concrete anchor table: its 1 1J 't1 45k: c_- L==•"_, i *•'a` K_` c SEM9E[ii11T t1`s 31r`3 3•_, ffw a TAPCON 1/4' 1-1/4'ITW 0 TAPCON 3 6 1-1/4° 7 1.1/2• wwu oa.Rcw 1. Mma.nukd. 1' end distance, & 1' ac spOckV of wood strews to prevent the sp6Krng cf wood ASTRAGAL K 97 0 DffAR 1 ASTRAGAL DEWL-2 SOLT14OLE OuWAV i v y i 5 y0ya e a oSS xLs c ddd rnYc mda d x DITCH A DEADWIY WAR OI F O W HINGE DETAIL er. AL K LFS xsm xa FL- 7830.E a -m m 12. Ia2.96•--i—T 77S er31 W oss• 4 I I 3 N3 V1NG MONUMENI'AC o LCLJJJ I ` J piuiaore irrar oid $ 372' S IM J U=u-- 23 D 36 ! 13WMG D B 2( 219•--iT I--2.11'-1 c 1--,.•-I ILL_ r- 31 ESNOID y ::• F i T : a1 1 P S!D 37oPera ! G SElF ADJ sllae0 q N W 83• 5.7Y Fes--- sm O gIO r y_ eNt s z2 oa f rxe N.T.S. L ` mac en AL aK W. LFS Imam mu FL-76j2 CS AB 38 1a- 30.5 DESCRIPTION RJU OF MATERIALS MATERIAL ITEM DESCRIPTION MATERIAL 11 " bi TXBUCKSGx0.55 WOOD 40 FIBER ORPANEL- SMOO STAR 2' t J zdDiITHICKNESSSMC VegFMAX. 14"SHIM SPACE 0 X2-3 4" PFH ELCO OR IIWCONCRETE SCREW WOOD STEEL COMPOSITE1WOODILVL; WOOD,.MASONRI y,v- 44 y.` 3,000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE HI GE STI o 301 OR HOLLOW BLOCK CONFORMING TO ASIM C90 OTC C i iF1/4"X1.34"PFHUWCONCRETE SCREW STEEL 9 0 FOAM H 14°x 3-1 4"PFH UW CONCRETE SCREW STEEL R PANEL- C a B i s a = 114'X2-1 4°PFHOWCONCRETESCREW STEEL SMC COMPOSRE m y S Ji/4"X 3.9I4'PFH IIWCONCRETESCREW STEEL. K L 8 X 2-1 PFH WOOD SCREW 10 X 2-1/2' PFH WOOD SCREW MR STEEL 54 HINGESIXE WOOD/ LVL WOOD M 9 2-I/ P SCREW STEEL L COMPOSITE i MULLION REINFORCEMENT` x0.2 WOOD 6 FOAM I EXTERIOR II1E FRAME A WMNUM P C d C C 2 NTERIOR UTE FRAME ALUMINUM 1 C 0. SMC Q 3 FRAME PVC COMPOSITE X 4 10 X I-1 PFH SCR STEEL WOOD/LVL 7 MEDIUM EACH COMPRESSION WEATHERSTRIP FOAM TINGE S11LE WOOD R 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM COMPOSITE 9 4"X4"HNGE.097'THK FOAM 10 V 10X 3 4'PFH WOOD SCREW HNGETO FRAM SIB R LASS SID P -SMOOTH 1 12 IOXP"PFHWOOD SCREW STEEL WOOD m 17 PASSAGE LOCK- KWIKSEISIGNATURESERIES STEEL 96 1 COASTAL AWMNUMASWGALd069•T3 ERMA-TRU AWAL I is THRESHOLDOUTSWNGALUM./WOOD 97 1 ASTRAGAL STRIKE PLATE SLEET. 19 1 HEADER JAMB PINE SG x 0.42 WOOD ZO SIDE JAMB NE SG x 0.42 WOOD m 21 OEADBOLT- KW=EISIGNATURESERIES OJ STEEL 22 NSWINGSIDEUTEADAPTERS PVC 23 OUI3WING SIDSM SPACER 24 SIUCONECAULK- 27 LATCH STRIKE PLATE L e 32 DOOR BOTTOM SWEEP PVC R 33 INSWINGTHRESHOLD AWM. OOD 34 INSWING THRESHOLD CS ADJUSTABLE AWM/COMP. k 35 INSWING THRESHOLD ADJUST AWM./ 36 NSWNGTHRESHOLD AOJUSTABIE ALUM.ICOMP.' 37 INSWING MRESHOLDSELF ADJUSTABLE 38 1 INSWING THRESHOLD IMPERIAL i ALUM. COMP. m_e NOTE: WOOD DOOR COMPONENTS' PINE OR OAK (SG - 0.42) am 5 06 a. tc N.T. S. orro rn AL a QL on LFS ? mow-.—. FL-7630.5 u 11wj O 1 Oa SICLt stmr MTW 0-•0 GALVAICM BAIII¢0N v ANO A BAND -a" POLVESTCI PAIN SITrLO O PIOF TOBMSMESOF2' THfit - 12OA. 0W. STEEL TOP MUM 10 MaTt tau m' a Sic a nra a cla ACTION C-C (JAMB CONSG11RATTONI pq mGt OrutM 7I ON vauum (m SM iRi I,otWM MTmzvr t10tRIW /N[ 11baa6Yla-0 yp'y//' SaOl OaRcOa fryi9J f Clll. Nr6 rll0 >mx d a G CYK sR6 71/O1 aPsom( s rAyslt oya o tyoaaooP w, 7 /1>10Y1P01 11YO1 WOQT. 4 fi Cp4Vy. p3tQ KrJ *i,Ri jpypoyy,jpa 11AR' f. I 7IRn .' pa1 G lyKpfJS, , NM / IO,TrtPd . ,11f1 an 101 a T.a 1/•- ata "TaL Y NI trLL lONO ital JR'6 /mtLR tta Am 41 w w in 1tROOtt moot f mat stop aloe loco t stura ua roP tt+a laaaatlnrLvl. mai IAMA TO SUPPORTING STR( =RE ATTACHMENT i Ttc IO.t f. a em a 1. ft.tN YID 71@ f.0a n, Nraam aa R H i a NT t. rct i0 iM tmW + Was aim nm ns oast tt vwarallo ro ,xc L ry/y wrmm J40 cm . WOatom IOU Of .=a to a - Is aL To arena fmr or 1 !ILL JWa ITS= w Y (aa m as MONO 10 00 c mcm.— m Now A M1all a Ai/ 165 eOrAR fPlNt0 taV Vi6 0OI am a La i/W WOI a/ •40sltlL IOUf rot MaQIO Ato pS,amA Ra fT.It. ON.`JOc •0 momm. 1 7A JNIO YY Y IRO aOk i' 7gOi MR r owLcummm ra PtaslA" fWtON61CIapmAmlc ac OOaA oPNla MC Inca aR oral &OHO .aor6 i.r.sa i{t Y 7orat Aw0 IIOLLtl1Y Aq eelnrtf nftn :ca. tta rO1N ptOtOO R1f `O v ryylN{toyoytB l1 pmLtA llal 920 w m r.- MEII oaS 4LLL01 (10 7 ueew .S' u. In IiT'Jmy cow At 1piQaf{ fl mos vorm w AON.Ka INxcC SOW ooa.. mWLrll tlatmrtlIDeanc" lrYrr+ 1R Mal sNarwtar= L ovau. WEErum11rpa1M: obit' Torora ro• N cam awt7 - as= He- i Y aW. irt6,. 1L1c ct itwu a. aoass oaT m arla G (roc R6 L mr ,a 1 x F1I30' m, r-I aa,+lai o"L."a.tau05 .af S ia• alYa a TO 7r Na Klal 1MCA rW{L'IitS OM{ u•Tr. w Llr aONE S• C- CWMM me t;OW. as VfLM G: a aw Tlo aWaW tt,1t11t tlf jll ;`. p 9 a"e lNNa x•' i aal a p ,r. marl tT-u- i:>.O1J• ..%;'t\ D avraaa<oanvar-tra'vAaNOL I L SNP MP AWM e' tY r ammo m aor Oaracl u.r K 1 aNT i ru'L I • CA. 01LV. STEEL 00 KWE. SIC %MW MR rASTEM OETALS J •' Sr TALL a20CA. GKY. STEM O-BUL ON p6 1 Il'.:r: " -' u-gARS PFA sECTt01l. ri3ON N-NA 00260 NIW (2) V4' a1/•' SN WMm SCRfl16 .T EACH WO N10 WIEAtRO. OU WCA110N. SEC 7• TµL so Im wtuat iO K exY. a,m T o wu was to o-a .awL awa a wtaape alloma ten a0.w > o nC ta.aa r eete txlm an tat raa lllL !Q<t0ate 0o0001m » aw.sallq tAEWT. i1 Y r Ia= v' -^k oatwrl Wt..a al mt0 OYIttC O OOat W 7 a IUa a waarf OIO taL al rnr ia iii v NE 1/4•.3/4• Sur 1APPa0 scut/ M SRE r n cmao two.+ a alrrO Ormmmrm a TOo tt m m W w UI i"i•.x- 1/••a12 OA. rAW. STFA, PLA7[. ONE Pen c- erWM6 SIR MEV Y. o• f•1K m s n1 r+rr" t•aw at/ aarmaa atNa b 1S s CH WW MACHM YAM (J) 1/415/•' SW TAPPQIC r .i"ea . l f c,iliwiWI L .s, Atto a scat y IQI AS INC gm aat.rs p7 rawm w IIY 71cM5 (i170 21a11S TO ODOR 014 SOaW TO iMNv6L). 0*PJ ae. a atl rIN B.rlLr .rO aLtl.raa ru,Oato. w m e- awama a• aW.ra is K ow ttt6 clopa am OIAa W.L O.wTO oOUPANr a 2 T! 07 rr.Vr uar 1 O'2 a la' aaanaGALLERY/EXPRESSION OA OAIv. STCR 00110Y f)aAcflEr. ado gw'eKnO°"a,'wt or aN •sasoWI71 770-s000 t" t IpIEO MIN ( x) 11 Va!/S• P f I,StAL sCIR1PS. e..l . na oL am 0-m ProOucts BFAB 10a067 CuciRding pony fM..r.n.f- a 4. w... fFLnfMln& PBRM CT APPROVAL 5 NEENERML M IAMI• N r MTAMI-DADS COUNTY PRODUCT CONTROL SECTION DE NT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 F (78; Room 208 I30ARD AND CODE ADMINISTRATION DIVISION T (78t7 315-2590 F (78 3conom9 NOTICE OF ACCEPTANCE OA v niamidado. ov/econom PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: the use of constructionThisNOAisbeingissuedundertheapplicablerulesandregulationsgoverningmaterials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product ControlSection (In Miami -Dade Couaty) and/or -the AHJ (in areas other than Miami -Dade County) receive the righttohavethisproductormaterialtestedforqualityassurancepurposes. if this product or material fails toperfoirnintheacceptedmanner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series 11SIL800" Aluminum Single Rung Window —L.M.L APPROVAL DOCUMENT: Drawing No. MD-SH800LM-01, titled "SH-Window — Large Missile", sheets 1 through 7 of 7, dated 11/13/11-with revision A dated 05128/15, prepared by manufacturer, signedandsealedbyA. Lynn Miller, P.E., bearing the Miami-Dade'County Product Control Revision stamp withtheNoticeofAcceptancenumberandexpirationdatebytheMiamiDadeCountyProductControlSection. MISSILE XMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TM MaIATTON of this NOA will occur after the expiration date or if there has been a revision or changeinthematerials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsementofanyproduct, for sales, advertising or any other purposes shall automatically terminate this NOA. FailuretocomplywithanysectionofthisNOAshallbecauseforterminationandremovalofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami. -Dade County, Florida, andfollowedbytheexpirationdatemaybedisplayedinadvertisingliterature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or itsdistributorsandshallbeavailableforinspectionatthejobsiteattherequestoftheBuilding0Icial. This NOA revises NOA# 11-1222.04 and consists of this page 1 and evidence pages IUl and E-Z, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. Approval Date: August 20 2015 NOA No.15-0609.02 fAM4D. EC Y 8 j (, Expiration Date: May 03, 2017 r i JJ Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Submitted under previous NOA No. 11-1222.04) 2. Drawing No. MDSH800LM-01, titled "SFI Window — Large. Missile", sheets 1 through 7 of 7, dated 11/11/11, with revision A dated 05/28115, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TEST'S I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6642, dated 10/03/11, signed and sealed by Marlin D. Brinson, P.E. Submitted un derpre vious NOA No. 111222.04) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile lmpact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6643, dated 10/03/11, signed and sealed by Marlin D. Brinson, P.E. Submitted under previous NOA No. 11-1222.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with algid byEdition (2014), dated 05/29/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTME1300-04 D. QUALITY ASSURANCE 1; Miami -Dade Department of Regulatory and Economic Resources (RER). 7controlier uelPP.. Producxa er NNo.609. 02 Expiration Date: May 03, 2017 ApprovalDate: August202015 E-1 PGT Industries Inc: NOTICE OF ACCEPTANCE: EVIDENCE S'UNHTTED E. MA.TFIcIAI( CERTIFICATIONS 1. Notice ofAcceptance 14o.14-0916.11 issued to Kuraray America, Inc. for their SentryGlasO (Clear and Whitey -Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS I. Statement letter of conformance, complying with FBC-511 Edition (2014), dated May 29, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 29, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letters for Test Reports No. FTL-6642 and FTL-6643, issued by Fenestration Testing Laboratory, Inc., dated 10/03/11, signed and sealed by Marlin D. Brinson, P.E. Submitted underpreviousNOANo. 11-1222.04) G. OTHERS 1. Notice of Acceptance No.11-1222.04, issued to PGT Industries, Inc. for their Series 94SH- 800" Aluminum Single Hung Window - L.M.I." approved on 04/03/12 and expiring on 05/03/17. k Manuel P ez, .E. Product Control i xe ner NOA. No.1 - 609.02 E xpiratiouDate: May 03,2017 Approval Date. August 20 2015 E- 2 GENERAL NOTES: 800 SERIES LARGE AND SMALL MISSILE IMPACT RESISTANT SINGLE HUNG WINDOW 1)THISPPDOUCTHAS BEEN DESIGNED &TESTEDTOCOMPLYWTIHTHE Q REQUIREMENTSOFTHEFLORIDABUILDINGCODE, INCLUDING THS NOW A VELOCITY HURRICANE ZONE 1}RM 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND.BORNE DEBRIS REGIONS. 3) FOR MASONRY APPUOATIONG IN MIAMW ME COUNTY, USE ONLY MIAM4ME COUNTY APPROVED MASONRY ANCHORS, MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTU CSO CONCRMMMONRY UNITS AND CONCRETE WITH ML KSI PER ANCHOR TYPE, SEETABLES 2.4 OR B. 4) ALL WOOD BUCKS LESS THAN 1-97TNCKAREI0 BE CONSIDERED 1X INSTµ1ATIONS. IX WOOD SUCKS ARE OPTIONAL IF UNIT 13INSTALLED DIRECTLY TO SUBSMrL WOOD SUCKS DEPICTED AS 2XARE 14W THICK OR GREATER. 1X AND 2X SUCKS (WHEN USE()) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER ORARCHRECT OF RECORD. e) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL SB BEYOND WALL DRESSING OR STUCCO, USE ANCHORS OF SUFFICIENT LENGTH AS SPECIFIED ON TABLES 2. 4ORL NARROW JoRR SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME OVERALL SEALMGIFLABNINO STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND 18 BEYOND THE SOOPE OF THESE INSTRUCTIONS. 5) JW MAX BMW ARE THE PRODUCT 13 NOT FLUSH To THE ESALOCATIONT EACH ANCIIOR LESUBSTRATEUSESHIMS CAPABLE OP TRANSFERRING APPLIED LOADS. 71 DESIGN PRESSURES; A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE IESI O AND GLASS PERASTM E1300. B. POSITIVE DESION LOADS BASED ON WATE RTEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM EMIL Q e) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESWTHE WINOLOADS CORRESPONDINGTO THE REQUIRED DESIGN PRESSURE THE 534M STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1. 0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS $HALL MEET THE RECMM04EMS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE e) REFERENCES: TEST REPORTS FT4He42: ELCO VLTRACCN NON "0 CRETEFLEX NOA; ANSBAF& PA NO$ FOR WOOD CONSTRUCTION MID ADM ALIJMWW DESIGN MANUAL I BASH HEIOHT MUST BB MEASURED AS SHOWN IN FIGURE A. SHEETS 3, 4 09 6. DESIGN PRESSURE RATING I IMPACT RATING a8OA1.110.00R+ 90AF130A LARGE&BMALLMISSILE IMPACT RESISTANT 63.116'MA: cWIg00WTYSRH 63•usMA1LwINDowwroTH 624WBUCKWIOTH 62-116- BUCK"WK 494w VIS®LB UGKT 49-W VISIBLE LIGHT 1MA)( S. SEE ] FF MAX r 5. SEE SHEET 2 1 r-'"SNEBY r MAX x, I I MAX EQUALLY / A. SEE 33.3MV IV SPACED SlNEET2 %g3mL& EQUALLY / V191BLE ANCHORS LIGHT SPACED LIGHT PER TABLES ANCHORS _ A. SEE - 1.3&S / PERTAaLES SHEET2 Zr TT 1,395 9uC1c SUCK HEIGM Ts' A.SEE 10. HEIGHT T6 MAX SHEET2 YIAK X, WINDOW 4 WINDOW ASEE — HEIGHT EQUALLY _T3"fir HEIGHT SHEET2 SPACED VISIBLE id` MAX ANCHORS / - LIGHT SPUAD VISIBLE PERTA8IFS ANONORS LIGHT 1.9&6 1 PERTABLES €- 1 1.3 & 6 a, SEE SEE SILL WEEP• B, SEE NOTL3i DETAllB 46• f14 SHE ETSEE 2 S• NSHEET DETAILS S 48A1f' SHEE72 ' M 9HFJT7OP7 VISIBLEUGIIT VISISLEUGHT NO ANCHORS IN FRMIESIL NO ANCHORS IN FRAMs SILL TYP. EQUAL-LITE TYP: PROVIEW / ORIEL FRAME ELEVATION FRAME ELEVATION MedmumAnn 6pNdn0, MeodmurnAnchor9paotn6. A3 MAGIC EgUIL MS As WSW. PIoV1aw m' ml Haider 2&u3 AR 24.51, A6oa MR 22. Q1 PRDDUCTRBvISBD BaloW MR an8e111W MR IMS Bo114bsplCado IIhDmPledda A pMc.14o t6'o ' 11111111N nfl pals J7( r Re dQ : OilerSHEET INOWL:ay+ DogeR' r0obn: aEBSC 05/28/ 15F6C 2010 REV AUATON_...___2 = xe` OoecrfjUanrAANcCHORQQUA mEESaIV 4 S'L.))Lain GENERAL NOTES&ELEVATIONS JROSOWSKANCHORQUANTITIES C..._.. a bvlMO;'•ARTSONPROPLESAtaa D°'••C` 1 Koh FLD, s i sru.:P.o. Bo11 L529SH WINDOW -LARGE MISSILEGLAZING OET(I l,'NOKOUL4: PL 342T4 yy, loo Sbafc 9uo • Oraatrp No./1&SEMBLYDETAILS. TLt)NRNK0. IFRRE SH-800 NTS 1 OF 7 MD-SH800LI1 I-0'1 A CERT. of AUi)L 28296 INSTALLATION OPTION 1 INSTALLATION INTO WOOD 2X SEE NOTE 2. THIS SHEET. OPflONALADDON FLANGE C HEAD, 62SILL & JAMBS 1 OEDEXTERIORRVSIBLLE LIGHT HEIGHT BUCK HEIGHT HEIGHT I — SASH VISIBLE LIGHT HEIGHT 2 SEE SILL WELT• ll NOTCH DETAILS — SHEET70FT INSTALLATION 2xvva0D, o oNa EDGE DISTANDE )--• SEENOTE2_ INSTALLATION THIS SHEET. ANCHORS DIRECTLY INTO MASONRY. ABOVE MELTING EMBEDMENT RAIL SHOWN) EDGE DISTANCE 11P MAX 1 SHIM OFT TYP. ANCHOR TYPIL ' 18 Tyr. ANCHOR TYPE EMBEDMENTANDEDOE DISTANCEPERSUBVM'M61EMBEOMENTANDEOOE DISTANCE PER SUBSTRATE, SEETABIEB$40RB. sae TABLES 2.4 OR r . OPTIONALADIION FLANGE ® HEAD. USE EITHER TOP SWEEP TYP.SMS(GS).SEE LATCH 0m) TA5LE8 2 0R 4.__\ GR SILL LOCK M 4 INSTALLATION OPTION 4 INSTALLATION ANCHORS OIRECTLYINV t METAL a _ NO ANCHORS IN FRAME SILL 114' MAX 1XWOOD, .. . • • . eu n mEi4Sls .. 7 SHEET. VERTICAL SECTION B-B CONCRETErm INSTALLATION PERANCHOR OPTION SREQUIREMENT EMBEDMENT 1X WOOD SUCKSTWP. SEE •ti INSTALLATION ANCHORS NOTE 2, THIS BHERr. THROUGH 1x BUCKSTRIP JI'INTO MASONRY. tSHIMn IRA• MAX SAM — { ' ' (BFiOY1 MEE'T01G 091+' RAIL SHOWN) 9 98 12 9 s2 BALANCETYPE ITH SASH VARIES ''' EMBEDMENT n WEIGHT 114, MAX SHIM v L"T — t ... , I EDGE S DISTANCE y st so 2s SASH VISIBLE PD py LKWV40TH P]C[ERtOR TYP. ANCHOR TYPE. UGHT WIDTH EIABFDMFM AND EDGE RATE BUCKWIM SEET 1BLE914OBR4h WINDOW WIDTH JAMB ANCHORB BELOW THE MEETING RAIL MUST HORIZONTAL SECTION AA NMI4TERFEREWITHTHE OPERATION OFTNESASH. TYPE VARIES WITH SASH WEIGHT ii JJ!`JI EMEfOOR CADE APPROVED MULLION. ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES.TABLE9 2 OR 4. NOTES 1) USE ONLY SUBSTMTSAPPROPRIATE ANCHORS LISTED ON TABLES 2.4 OR a. FOLLOW EMBEOMENT AND EDGE DISTANCE UMITS ANY INSTALLATION OPTION SHOWN ANY BE USED ON ANY SIDE OFTHE WINDOW. 2) ALL WOOD BLACKS LESS THAN /•VCTWOK ARE TO Ba CONSIDERED iX INSTALLATION& IX WOOD BUCKS ARE OPTIONAL IF UNIT 19 INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2x ARE 1-Vr THICK OR QWATER.1x AND 211 BUCKS (WHEN USED) SHALL BE DE61ONED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUOK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. PRODUGTRaWSED ca.Oft wit ft I1pAdo Boudla{0'do t5,OGOR•02Aeoepu" No Llllllll cd fM 1 RwhIM: paa 2 f, ByMlaou ade7 d ed ion De t Rcdalnn SC 05/28/15 NO CHANGES aosRpBero Orotm FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI 0,4; •., = 4h ALGRIDF G, 1070 TECHHOLOQY OWE N. VENIC& FL a+= ABe SH WINDOW -LARGE MISSILE Beta: 11/11/11 agNOPKOOIWBDXFL. 734274 SeMdYadd Seder SNe BroxM9 M Rm 1 A.L PPiEfflum'ET CEXL OF M% f2l"G SH-800 NTS 2 OF 7 MA-SHSOOLM-01 A I I-8ASH1400MRANGE INCLUDES THE STANDARD PROVmw,%,"IaL nr uurv inn.. TABLE 2 FIGURE A:SASH r CROSS Y SECTION WITH INSULATED GLASS) 1— SASH VISIBLE LIGHT HEIGHT11 1) FOR BUCK DIMENSIONS, SUBTRACT 1- FROM WINDOW WIURIORMIGHT. 2) % M . RdEETING RAIL' 3) FOR OVERALL SASH WIOTN. SUBTRACT I-SMS FROM THE WINDOW WICDL 4) FOR BMW NOT SHOWN. ROUND P TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE SASH HEIGHT. S) SEE SHEET 2 FOR INSTALLATION 3V- 1R'MA)L DETAILS. Fff. 1070 VEKII LCEDFFL 34275 P. O. BOX 1529 NOKOWS; Ft 34274 CERT. OF AM. 222V6 BASH VIBIBLE LIGHT FORMULASL VRBT1= wWDow WIDTH-4.S70' HEIGHT - SASH HEIGHT- cOr FIXED VlSLB_LE UGM FORMULAS WWOOW WIDTH -as HEIGHT. WINDOW HEIGHT - SASH HEIGHT- 3,a38' SC 1 06/28/15 1 TABLE 2 PRODUCTREVLSBD v " amply itbtb.Plaridhs gip® c5-orao .cz muoa w ny MtoBdado Pmdud No. 3BT05 *JJYY— SY TEo 5 ••. FcomD*... ` G. ANCHOR QUANTITIES A J ROSOWSKI Bw, Oefe' SH WINDOW -LARGE MISSILE 11/11/11 Suha/ NodrO 8odu SI w6 P+aoLp Rm SH- 800 NTS 3 OF 7 MD-SH800LM-01 A 43• 6Y V 73' MENU ANCHOR QUOMT19S REQUIRED -Group 9 Anchor. Oter AWndowVWdlh IMW 254M a3" 8T 41" ffin 47 63418' SeshHelghlor Jmb JW6 Jaab lamb Jamb MNasHelghtRatlgexas$ aa iI x $ a $ $ _ su a3.Ia+te' 1 ruaW511S. 31 a 1 1 s 1 3 1 1 1 a 141 1 3 a 1 1 3 1 31 1 a 1 311 s 1 3 2 a 1 3 1 71 8 a 2 a 3 3 hTr2T•13H6' 3 a 1 3 a 1 3 3 1 S a 2 a 3 2 a 8 2 3 3 1 4 3 3 hn124-06M0' a 3 1 a a 1 3 3 1 3 3 2 3 a 2 3 a 2 4 a 2 4 a 3 hm21-iTd19' a 2 1 3 a 1 3 3 1 a z a a 2 2 4 1 2 4 z 2 4 a a hn+ 1s•1H1Q 8 2 1 3 2 1 a 9 1 8 2 2 4 2 2 4 2 2 4 2 2 4 2 3 Y TAWU k) Vwa3Mr 1 3 0 3 1 2 1 3 3 1 3 1 2 a 3 3 1 a 3 1 3 3 2 2 a 3 4 3 2 3 2 3 4 4 2 2 6 a 4 3 4 1 3 a 3 s 4 3 9au 36.141V 3 3 1 3 3 1 a 3 1 3 3 2 3 1 2 Tr3_T 2 3 4 2 3 4 a bu3316Hr. a 3 1 3 3 1 a a 1 3 a 1 3 a 2 3 3 2 3 3 2 3 4 3 131}1d16' 3 1 3 8 1 a 1 9 a 2 3 3 2 a a 2 4 3 2 4 6 3 eau274VIV 3 1 3 3 1 s 3 1 a a 1 3 3 z 4 8 2 4 3 2 4! 3 ttru 2HlMie' Iso 1 a s 1 3 3 1 0 a a 4 3 2 4 6 2 4 3 2 4 3 71 nv bus uOEa THE aTANDARO 1 3 2 1 3 2 1 3 s pROVIEW T ORIEL CONFIGURATION. 2 4 2 2 4 2 2 4 2 2 4 a: hN Om AMhdf Subtlraa 6 Ed OlM Wnx ON Mtn. Q bedaanl B a14 sud ems (ON s14.410 se sM1 P.T. saMam PIN (SG e.0.f)' 9nS' I 1.Ya' a04J.TlAlum SIC 1f6".. sled swd, cr. 89 min arc CAM(te o .+ AM St4d aIw re' W CataRax P.T. S%4hWn PIN (s0..33) 1' 1dq' 6N6' st4U l R=m Honor BIN (A" 030) 8.116' 4.4w MINIMUM OFa THREADS eETVIID nC MY I1L avoa,nn,c NOTESy FIGURE A' 1) FOR DUCK (AWENSIONs, SUBTRACT i" SASH FROM WINDOW WIDTH OR HEIGHT. CROSS SECTION 2) %W - •MEETING RAIL• INSULATED 3)FOR OVEMl18RSF1 YAM, GLASS) SUBTRACT 1.911N FROMTHE WINDOW r I 6) FOR )FOR SD2:8 NOT BHONTL ROUND UE TO THB Neff AVAILABLE WIOTII OR HEIGHT UNUMON SHOWN ON THE SASH TABLE. V1SIBLE SASH UGHT NE3GHT• a)SEEBNEE-f2FOR BJBTALIATON HEIGHT 38. 112'MAX. OETAB.B. IPSODUCT T" a' D IL t LE O usamplylNa,fiAe NDlmidN 15. IOOWWIOTH- W.- Bu3dINaCNda t5-g.o2 HEIGiRa9A9H HEIGHT- 199S A=Pdm DaNcolmlo l'T as1 VIS161J? UGHTFORMULAB: ` WIO'M• WINOOW WIDTH -as q HEIGHT a WINDOW NEIGNT • 8A9H How-3. ur 1111i1! Df = No. 58705 '. •h ' a VIE r RMdau ' t. R. 4SSIONA LLL:, mWadW. Ic Aworm. It A. Lv(IIlIiAIU'dIPE SC 05/ 28116 NO CHANGES P"wcs ANCHOR QUANTITIES B J ROSOWSKI 1070 T!( 31NOlDGY DiWE T,94: 00 a: N.1mIiCE a4z7a SH WINDOW -LARGE MISSILE 11/11/11 v.o. BOX 1a19 NOKOMS, FL a4274 3uby/wb Sao m OrvnNrq Na Rer. CERT. OF AVM. #29295 SH-800 I NTS 4 OF 7 MD-SH800LM-01 A FIGURE A: SASH CROSS SECTION MITH IHsuIATED GLASS) F SASHVISIBU LIGHT HEIGH t C Anchor Substrate DIBffiRee wn' Embed 114' Steel UIU=on Conorete (loin. 2 9 kBq 2412' 1-3/a° 1/0 CreteFlex Concrete Ouln. 3.35 ksl) 2-11T 1.3f41 5116° Steel Ultlaoen Concrete Qnln. 3.5 ksl) Gmuted-filed Block, (ASTM C90) 2311e' 2-1/2' 1.314' 144' 107H. VEH EOFF 34215 PA. sox 1529 NOKOMIS, PL 34V4 CFRr. OF WIN. #29295 REMOVED HOLLOW BLOCK OPTIONS NOTEM 1) FOR SUCK DIMENSIONS. SUBTRACT V FROM WWOOW WIDR1 OR HEIGHT. 2)'MSt'= MEETING RAIL' 3) FOR OVERALL SASH WICIH, SUBTRACT 24115' FROM THE WWOW Wum. 4) FOR SRE.4 NOT SHOWN. ROUND UE TO THE NEXT AVAR.0 BLEWIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE r• 5) SEE SHEET 2 FOR INSTALLATION Ax OErAm SASH VISIBLE UGHTFORMULAS: WIDTH a WINDOW WIMT1-4.e15' HEIGHT ° SA.4H HEIGHT-4.293' FD020 V191BLE UGHT FORMULA& WIDTH ° WINDOW m0TK -3S' HEIGHT - WINDOW HQOW - SASH HEIGHT-3.3W SC 106/28/15 I TABLE 6 uerly9°m NCHOR QUANTITIES C IV H WINDOW -LARGE MISSILE Ift0 ee Sco 4t S N SH-800 NTS 5 OF 7 PRODUCTRBVISSD m W.Wlyine veldt db nod& Building Cedn 15-0604.02b7 . Oy a oPfOQYii soil o LYNN , vq * tlo. 58703 s r= f' oaLOC a(W J P. B. 11/ 11/11 Rom: M- 01 A 1 37ea' IJ A -r 1 Aar I 204? t.7ea' 1 OOOM.7eALUMN M O° PDIE-0M6ETINGMIL O0WTeALUMINUM G1.A71HG A'GT65: MMYGLAY HUMRAY AMmQ% INC. U17 •--1 1 • 1 • {.... tier .216• 1 . Nt• .6N I A+o• .73a f f law a1 e00aNT6AWPcovmMSAIM 16 re11OeYT6 KU M e Te065•T AUAUNW.1 O"aa.""MMUM 300' I••— z7er FpRAAMMQQ80. 1.H a00ile AW z2Te• 2. 70e' ACl F _ 1.74e OFAAM6 UMe aeaa- Te ALUAMUM 1 mw . r rrj eS7 t7es I Aes• +° eo7 Aer OSe° SSIOAWMRIUM 0S.C.54. MUM . 11 aOeiTe I MIHUM 11 ar oMM LQN ego T F-- teas• - 4 HEAD FASTENER CGYER t0 90 3-'MALUMMUM laps NGM, 7116' NOAL GLU9 STACK GLASS erACH +n'TEMPEFS6o GAP ow sENTRVGW 111A. PACs 8n6' HEn7 ASO•SENTRYMAS ansNEAr SRR@IGTHENw L16• HEAT STRENGTHENED 116' HPJ1T GLASS 9TAENOli1ENED MASS STREMGTHENED GLASS GLMS s1 ' f0 . 524 MRL GLASS SITE GLASS 6RE pqfM! 4 7/ 16' GLAZING DETAIL 1IM" I.O. GLAZING DETAIL PaaDDcrasvlseD 6c001°' x16 F a" Gdldloe Cbea CYo17Y. o2r AcotaaeoNorJ' Illllll am rt.Nwm LYgn ALL, o S' Sal Daa } E' J MI n Oa dual 3t AM7 or. Dow R"rdi"a 5o7G5 i SC 06/28/16 'NO CHANGES alp B" OM PART DETAILS' J ROSOWSKI l '•. 6 7E : 1070 TDOY OWE MI O:" • n!!`0*'' H• s'17° SH WINDOW -LARGE MISSILE 1wq4 ei . 11/ 19/11 NOKOII( 9x a C sear . A. LYMIId en,PS. SH-600 NTS]MA 8 OF 7 a" rkpNa pr. MD- SH800LM-01 A vxssaai AUTN. # 78296 4) 1 88 & FIXED LIM BEADING NOT SHOWN FOR CLAIM pj HARDWARE FOR BOTH TYPES OF BALANOWSHOWN. ABLE 7. OHM 0 FOR B RQURIREMENTS IIaEFOR EACH BALANCE NCEABWAFLETYPOF- VOFllsf' •. q 'y na aevas PA. BON 1819 NOKWIIS; FI. 34274 A. Lr1Ili{biLeRP.a _cEIiI. OF AVIH. +?y1Be C 105/28/15 1 NO CHANvt SEWLY DETAILS WINDOW - LARGE MISSILE Sock add HH_ 800 NTS 7 OF 7 PBOOUCT ADVISED m eamFlyfuB AhlhaFlarlda B>< DhaYen ow tI d ROSOWSKI DOW 11/ 11/11 K r i_CNRO(1LM-01 A KALYCAN LTD VINYL/PVC AND ALUMINUM SOFFIT - SOLID AND VENTED INSTALLMON ANCHORAGE DETAILS GENERAL NOTES: INSTALLATION NOTES: 1. THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE CURRENT EDITION OF FLORIDA BUILDING Coo6 BUILDING AND RESIDENTIAL VOLUMES EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AT THE 1. ANCHORS SHALL BE THE TYPE, SIZE EMBEDMENT AND EDGE DISTANCE SHCVW HEREIN FOR RESPECTIVE SUBSTRATE DESIGN PRESSURES SHOWN ON THIS SHEET (SEE TABLE). THESE PRODUCTS WERE TESTED TO ASTM E3304M STRUCTURAL TEST RESULTS BASED ON ASTM E33042 WERE DIVIDED BY 1.6 AS REQUIRED BY THE BUILDING CODE 2. INSTALLATION ANCHORS SHALL BE AS SHOWN ON THE INSTALLATION FASTENER SCHEDULE ON SHEET 3 AND IN INSTALLLTION DETAILS ON SHEETS 11, 12,13 AND 14.. 2. DESIGN PRESSURE (OP) RATINGS SHOWN ON THIS SHEET ARE DOCUMENTED AT TWO EAVE WIOTHS, 2.1. FOR EAVE VNOTHS THE SAME AS THE MINIMUM AND MAXIMUM RANGES SHOWN, THE OF FOR THAT EAVE NADTH 3. MINIMUM EMBEDMENT EXCW OE WALL FINISHES (INCLUDING BUT NOT UNITED TO STUCCO. FOAM, BRICK VENEER AND SIDING). SHALL APPLY. EDGE DISTANCES SHALL BE SUCH TO PREVENTIVE CRACKING OF SUBSTRATE MATERIAL 22. FOR EAVE VMOTHS LESS THAN THE MINIMUM SHOWN. THE OP AT THE MINIMUM EAVE VWOTH SHALL APPLY. 4. ALL FASTENERS SHALL HAVE CORROSION RESISTANT COATINGS OR BE MADE OF OORROSION RESISTANT MATERIALS 2.3. FOR PAVE WIDTHS GREATER THAN THE MINIMUM BUT LESS THAN THE MAXIMUM SHOWN, THE OF MAY BE LINEARLY INTERPOLATED. COMPATIBLEVUTH THE SUBSTRATE MATERIALS. 2.4. EAVE VNOTHS GREATER THAN THE MAXIMUM EAVE VNDTH SHOWN ARE NOT ALLOWED. 3. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED FENESTRATION TESTING LABORATORY. INC. TESTING REPORT NO. T367, DATED 011113 AND NO.7329. DATED W1113 INCLUOING ASSOCIATED LABORATORY STAMPED ORAVNNGS. 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE, MASONRY AND WOOD FRAMING COMPRISING THE ATTACHMENT SUBSTRATE FOR THE SOFFIT SHALL BE DETERMINED TO BE CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THAT STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT. S. OVERHANGS RECEIVING SOFFIT SHALL BE CHECKED FOR STRUCTURAL ADEQUACY. DAMAGE. CRACKS OR DEFECTS THAT MAY PRECLUDE THE SOFFIT FROM PERFORMING ITS INMOEO FUNCTIONS SHALL BE ELIMINATED. 6. INSTALLATION OF SOFFIT AND ACCESSORIES SUCH AS CORNER POSTS, STARTER STRIPS, AND TRIM AROUND OPENINGS SHALL BE DONE IN ACCORDANCE VNTH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE - BUILDING AND RESIDENTIAL VOLUMES AND THE MANUFACTURERS INSTRUCTION& 7. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING EVALUATION BY A LICENSED ENGINEER OR REGISTERED ARCHITECT 6. SOFFIT SHALL BE LABELED IN ACCORDANCE WITH BTH EDITION (2014) FBC. SECTION 1710.92. 9. SOFFIT NET FREE AREA IN ACCORDANCE WATH STH EDITION IR014) FBC, SECTION 1710.9.1 ARE SHOWN IN THE APPROVED SOFFIT SCHEDULE ON SHEET 2. 10. MATERIALS: 10.1. KAYCAN BUILDING PRODUCT'S VINYL SOFFIT IS MANUFACTURED FROM A FORMULATED PVC POWDER COMPOUND MEETING THE SPECIFICATIONS OF ASTM 030n. 102. KAYCAN BUILDING PRODUCTS ALUMINUM SOFFIT IS MANUFACTURED FROM ALUMINUM AHOY WITH ASTM Ell TESTED TENSILE STRENGTH OF 21 KSI AND YIELD STRENGTH OF SAO KSI. 10.& SEE SHEET 2 FOR SOFFIT SPECIFICATIONS. TABLE OF CONTENT SHEET DESCRIPTION 1 GENERAL NOTES AND SPECIFICATIONS 2 APPROVED VINYL AND ALUMINUM SOFFIT AND TRIM SCHEDULE 3 INSTALLATION FASTENER SCHEDULE AND SOFFIT PROFILES 4 TO 11 SOFFIT AND ACCESSORY PROFILES 12 SOFFIT INSTALLATION CROSS SECTION 13 WALL SIDE - STAPLE DETAIL 14 WALL SIDE - NAIL DETAIL 15 EAVE/FASCIA SIDE DETAIL DESIGN PRESSURE (PSF) RATING VINYL (PVC) SOFFIT SERIES EAVE DESIGN PRESSURE WIDTH (IN) PSF) 12" TRIPLE 4 SOLID SOFFIT 10 106.7/-33.3 12" TRIPLE 4 VENTED SOFFIT 12" TRIPLE 4 CENTER -VENT SOFFIT 12' TRIPLE 4 CENTER-O-VENT SOFFIT 24 93.3/-33.3 12" TRIPLE 4 FULL-0-VENT SOFFIT 10 113.3/-46.7 10" DOUBLE 5 SOUD SOFFIT 24 106.7/-4010" DOUBLE 5 VENTED SOFFIT 8" BEADED SOLID SOFFIT 10 TO 24 106.7/-40 8" BEADED VENTED SOFFIT EAVE DESIGN PRESSURE ALUMINUM SOFFIT SERIES WIDTH (IN) PSF) 12 93.3/-40 SP-600 16" SOLID SOFFIT 24 80/-36.7SP-600 16" VENTED SOFFIT 12 106.7/-46.7 12" 3 PANEL SOLID SOFFIT 24 93.3/-4012" 3 PANEL VENTED SOFFIT DESIGN PRESSURE RATINGS SHOWN ABOVE SHALL BE COMPARED TO LOADING BASED ON VDsd BASIC WIND SPEEDS. THUS PROJECT DESIGN PRESSURES AS DETEMINED FROM ASCE 7-10 BASED ON Vult BASIC WINO SPEEDS ARE PERMITTED TO BE MULTIPLIED BY 0.6 PER SECTION 1710.9.4 OF THE 5TH EDITION (2014) FEC/SECTION R301.9 OF THE 5TH EDITION (2014) FRC FOR COMPARISON TO THE DESIGN PRESSURE RATINGS ABOVE. co U W Ka Rout J.Ammwa Pi. Rolm PA Nc 41032 U. O APPROVED VINYL AND ALUMINUM SOFFIT AND TRIM SCHEDULE rq II Kaycan Vinyl iSoffitand Trbiw e a G= i5: Q N a 12 o588f J $ gYxS. aOz3aC s 2.2 13 o Zy_j CJZ , R a Rmrtl Ameeucq P.E palm P.E Na 4dA'5_7 J'Ov . No 497 gib?. Ira 9 STATE OF 41 i s ONA aa aaNaO, m Product Kaycan Drawing No Panel Length in) Thickness (in) Net Free Area sq. in./lineal ft.) Net Free Area sq. in./sq. ft.) 12" Triple 4Solid Soffit (Vinyl) VSAAF-0801UA 144 0.040 n/a n/a 12" Triple 4 Vented Soffit (Vinyl) VSAAF-0801UD 144 0.040 6.55 6.55 12" Triple 4 Center -Vent Soffit (Vinyl) VSAAF-0801UD 144 0.040 2.18 2.18 12" Triple 4Center-O-Vent Soffit (Vinyl) VSAAF-0801U6 144 0.040 1.37 1.37 12" Triple 4 Full-O-Vent Soffit (Vinyl) VSAAF-0801UC 144 0.040 4.18 4.18 10" Double 5 Solid Soffit (Vinyl) VSAAM-08000A 144 0.040 n/a n/a 10" Double 5 Vented Soffit (Vinyl) VSAAM-080008 144 0.040 5.17 4.50 8" beaded Solid Soffit (Vinyl) VSAAX-08000A 150 0.040 n/a n/a 8" Beaded Vented Soffit (Vinyl) VSAAX-08000E 150 0.040 3.38 4.64 Vinyl) VAAAT 08000A n/a 0.040 n/a n/a F-Channel/Trim 4 Fascia Trim (Aluminum) ACAAR-18000A n/a 0.022 Kaycan Aluminum Soffit and Trim Product Kaycan Drawing No. Panel Length in) Thickness (in) Net Free Area sq. in./lineal ft.) Net Free Area sq. in./sq. ft.) SP-60016" Solid Soffit (Aluminum) 606 144 0.015 n/a n/a SP-60016" Vented Soffit (Aluminum) 605 144 0.015 7.70 6.17 12" 3 Panel Solid Soffit (Aluminum) 9518 144 0.015 n/a n/a 12" 3 Panel Vented Soffit (Aluminum) 9517 144 0.015 6.57 6.57 F-Channel/Trim (Aluminum) ACAAN-18000A n/a O.OZZ n/a n/a 4" Fascia Trim (Aluminum) ACAAR-18000A n/a O.OZ2 a INSTALLATION FASTENER SCHEDULE b wR O a W o Na z. wle t2 s$H yyQagoK222. oxg a IN L3.519• 375 .375 486- 3.625 3.625 3.66 5 0.084 T60.04 aesnei me"eaMfiaelLP.E Na l47{7 Faf 12 I a{{uurq 3W'tR1 4 v,4?UCBNe4Pjai VOii DETAIL A e • No 49)a '}o t w= 1L 12 TRIPLE 4 SOLID SOFFIT — VINYL po:.ATEOF : Wall side F-Channel Trim) Substrate Fastener Embedment Max. S acin Min. 0.12" Oia. Nail with 3/8" Head Oia. 1-JJ4" 24" Waod Three (3) Min.1" Eeg Length x 1/4" Width 3/4" 24" Gown Sta les in a r'an ular Pattern Concrete or Mason Eave/Fasda Side Substrate Soffit Fastener Embedment Max. S acing 3/8" Leg Length X 3/8" Width T50 Crown 3/8„ Located In Each Sta le Soffit Panel Valle Fasda Ca Wood Fastener Embedment Max.S adn Sd 1-3/4" Longx 0.072" Dla. Trim Nail Stainless Steel s N 5 a 156 156 LL a U €Q YLU ZO a 078 1.063 0.75 a O DETAIL F E 5 a o I la Zs 0U. Z ' 0 07eP 0 Qo 0 7781 ao W N 1s 00 o00bo Itia 625 1.2 251 DETAIL H E s DETAIL G f SECT. E-E gg e 9. 415 0. 899 2.317 .35 2.667 2.317, S85 Rabin 1 Mwq t7oAde P.G. W 40M/a04 8 go!' 27 o?", 0EIV8 i9Gy Q No 497 O 8" BEADED VENTED SOFFIT — VINYL h...«„b.• C N a N t 0: 1" 7a $ fir Da I d s w 1p r f4 01;ong Z Kith. d o - o WOO 15 1.2 .625 .251 DETAIL E 9.415 8 S i 0.899 2.317 .35 2.667 2.317 .585 15 Robw 1 Mwuq P.E. 44 aenmPEw.4sm y9,. STATE OFl 41 8 BEADED SOLID SOFFIT VI NYL -.,. STATE OF T SP-600 16" SOLID o.3so SOFFIT — ALUMINUMzKLAYOUT 0 0 Oo o°° 0°° 000 0 0 0 0 0 0 a 0 0 a o T SP-600 16" VENTEDo3so SOFFIT — ALUMINUM LOCK LAYOUT 4 c, U w K a Robwt., Amm0. RE Flaw. VE Ka 49M o P 4A" 13.0 12.0 4j.. Jill 0.6 ° s 12" 3 PANEL SOLID ZJ o.3s0 SOFFIT — ALUMINUM a LOCK LAYOUT a& PAL "4972 13.000 12.0 44" 31 0.6 —- —I o.3s0 12" 3 PANEL VENTED LOCK LAYOUT SOFFIT — ALUMINUM C 5 a 7 LL W' 0.375 .022 a s W 1.438 0.986 15 ° SOFFIT F—CHANNEL/TRIM 2s--, 022 ;9 ALUMINUM -- 12 =- s2t Z 0: H rop303a aE 4" FASCIA SMOOTH <" ALUMINUM 141,11 1 .51 .18 1 2 .62 7 5 - 1 . 7 5 R.156 0.02 0.04 R0.15 'N . PALiLebP.E Na {47Q 78 .71 j Qw• NO i97 i 0 SOFFIT F—CHANNEL/TRIM 9 ; STATE OF 1 VI NYL '°'••M 2'° ROOFTRUSS SOFFIT DRIP EDGE FASCIA BOARD FASCIA TRIM FASCIA -SIDE DETAIL WALL -SIDE DETAIL 2X WOOD FRAMING WITH 7/16" MIN. PLYWOOD/OSB SHEATHING OR CONCRETE/MASONRY SUBSTRATE ROOF/ WALL INTERFACE DETAIL WOOD OR MASONRY/CONCRETE SUSBTRATE IbW1 Mioaw%PA am* PR lb. aWsz THREE (3) MIN. 3/4" LEG LENGTH X 1/4" WIDTH CROWN STAPLES IN A TRIANGULAR PATTERN 24" ON CENTER FOR WOOD SUBTRATE. SEE PATTERN DEFINITION BELOW. SOFFIT F-CHANNEL 0.08" (VINYL) OR 0.125" (ALUMINUM) THERMAL EXPANSION GAP 3/8" MAX. BETWEEN STAPLES I 3/8" BETWEEN STAPLES NaEMi d Am . PE ROO PE as 49762 WALL SIDE - STAPLE DETAIL WOOD SUSBTRATE 2X WOOD FRAMING WITH 7/16" MINIMUM PLYWOOD/OSB SHEATHING MIN. 3/8" HEAD DIA. NAIL WITH 1-1/4" EMBEDMENT 24' ON CENTER FOR WOOD SUBTRATE OR MIN. 0.097" DIAMETER T-NAIL OR STUB NAIL WITH 518" ENGAGEMENT 24" ON CENTER FOR CONCRETE/MASONRY SOFFIT F-CHANNEL 0.08" (VINYL) OR 0.125" (ALUMINUM) THERMAL EXPANSION GAP WALL SIDE - NAIL DETAIL WOOD OR MASONRY/CONCRETE SUSBTRATE 2X WOOD FRAMING WITH 7/16" MIN. PLYWOOD/OSB SHEATHING OR CONCRETE/MASONRY SUBSTRATE R~A Irmo", RE Raft RE Na 4"92 S a FASCIA BOARD a SOFFIT 0 a e FASCIA TRIM s azg= yoil3/8" LEG LENGTH X 3/8" WIDTH Z Y £a T50 CROWN STAPLE LOCATED IN EACH o W J Q{ SOFFIT PANEL VALLEY 44 F _ 1-3/4" LONG X 0.072" DIA. TRIM NAIL s 4 3 STAINLESS STEEL 48" ON CENTER EA_ W&ASCIA SIDE DETAIL WOOD OR MASONRY/CONCRETE SUSBTRATE MWA Mnam. PAL FWdb P.E N. 49M p uuE84j i ONo4 STATE OF Florida Building Code Online r1U6' Product Approval usER: Public User vstii r pmdurt or annocalion F arrh > Application List sf+r iSearatlCiiteria r`__ ` _ 7 r— 77- y:•gtioe Search Code Version 2014 FL# 10124 ALL Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Name ALL Product Description ALL ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure Other ALL T -- •-. .-- 77777777 e rch Results - Ap 13caLons FLA T = danufacturer yalGdated By iBLll@ IDl Revision GAF John W. Knezevich, PE Approved EI Category: Roofing 954) 772-6224 liJS or Subcategory: Asphalt Shingles e..e _.._o a a.,d .annul by the PM and/or the Commisslon If necessary. r ntad rg :: 776D1 Blair Stone Road Tallahassee-_ FI?_79a9 phnr.e• a50.4e7-1824 gaggblltty Statement :: 111 d Ratemeet The State of Florida is an AA/EC-0 employer. Under Florida law, email addresses are public records, if you do not want your e-mail address released in response to a public-remrds request. do not send electronicmalltothisentity. Instead, contact the office by phone or by traditional rhall. If you have any questions, please contact 650.4117.1395. *pursuant to secdon453.275(1), Florida Statutes, effective October 1, 2D12, licensees licensed under Chapter 455, F.S. must provide the Department vAth an email address If they hoveone. The emalls provided maybe used for oMdal communication with the licensee. However email addresses are public record. If you do not wish to supply a Personal address, please provide the Department with an ernall address which can p made lav i to the public To detertnlne U you are a licensee under Chapter 45S, F.S., ease Product Approval Accepts: w-_,-Iijlin00 Credt Card safe securityntL-F.1 bit)a:!/ncd. alwmi.&04pa/Piw—bLasPxrMO1710:5639 PK Q0TRINITYIERD EVALUATION REPORT GAF 1 Campus Drive Parsippany, NJ 07054 EXTERIOR RESEARCH & DESIGN, I.I.C. CertifIcate ofAuthorizadan #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, Cr 116478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 01506.01.08-R21 FL10124-Ri9 Date of Issuance: 01/03/2008 Revision 21: 08/26/2016 SCOPE: This Evaluation Report is Issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials In the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the a Edition (Z014) Florida Building code sections noted herein. DBscRivriON: GAF Asphalt Roof Shingles LABELING: Labeling shall be In accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report Is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes -or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words `Trinityl ERD Evaluated" may be displayed in advertising literature. if any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 PgtVnury,. 4 - 8i~•',Y J t,R ThebWmDasealapPeaAniwatautlorheLWRobartNmminen. io a ` A,.AAn Is 00 0.Eonu8 G/]0;LThis does wtserveasanalacvanintlystjned daeumem Signed• sealed hardwoes have been transmitted to the Produd Approval MmUdwalorand lathe named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it Intend to acquire or will it acquire, a financial Interest in any company manufacturing or Actrih„ hina nrnAbtc•/e it sat,al. rcstae QOTRINITYIERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category. Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Proverty Standard Year 1507.2.4, R905.2.3 Physical Properties ASTM D1970 2009 1507.25, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2069 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2008 1507.2.7.1, R905.2.6.1 Witld Resistance TAS 107 1995 3. REFERENCES: Entity Examination Reference Date GAF (PDM 1915) Letter of Equivalency Seal-MRidge impact Resistant IR 01/13/2012 PRI M 5878) Physical Properties GAF-025-02-01 03/27/2002 PRI (TST 5878) ASTM D3462 GAF459-02-01 09/02/2004 PRI (TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005 PRI (TST 5878) Physical Properties GAF-324-02-01 12/O3/2011 PRl M75878) Wind Driven Rain GAF-407-02-01 01/21/2013 UL (TST 1740) ASTM D3462 93NK6295 11/29/1993 UL (TST 1740) ASTM 03462 99NK43835 01/12/2000 UL (TST 1740) TAS 107 94NK9632 03/29/2000 UL(TST 1740) ASTM D3462 OINKOGS32 02/02(2001 UL M71740) ASTM D3161, TAS 107 OINK9226 05/21/2001 UL (TST 2740) ASTM D3161 GINK37122 12/18/2001 UL (T5T1740) ASTM D3462 OINK37122 12/19/2001 UL CMT 1740) ASTM D3161, TAS 107 02NK12980 04/10/2002 UL (TST 1740) ASTM D3161, TAS 107 0214K30871 09/09/2002 UL (TST 1740) ASTM D3161 93CAS367 03/11/2003 UL jTST 1740) ASTM D3462 03NK26444 10/17/2003 UL (TST 1740) ASTM D3462 04NWSSO 06/07/2004 UL 0'57 1740) ASTM D3161 04NX13850 06/23/2004 UL (TST 1740) ASTM D3161 04NK30546 03/10/2005 UL (TST 1740) ASTM D3462 04NK22(109 05/06/2005 UL (TST 1740) ASTM D3161 04N IO09 05/6912005 UL (TST 1740) ASTM D3462 OSNK27924 02/10/2006 UL (TST 1740) ASTM D3161 OSNK27924 02/11/2006 UL (TST 1740) ASTM D3161, D3462 OSCA18077 06/05/2006 UL (TST 1740) ASTM D3161, D3462 06CA18074 06/16/2006 Jr TRINITYIERD Entity Examination Reference Date UL (W 1740) ASTM D3151, D3462 09CA10592 03/26/2009 UL (TST 1740) ASTM D3161, D3462 09CA06856 05/15/2009 UL (TST 17401 ASTM D3161, D7158, D3462 09NK06647 08/01/2009 UL CM 1740) ASTM D3161, D7PS, D3462 09CA27281 08/27/2009 UL (TST 1740) ASTM D3161, D7158, D3462 IOCA35554 03/05/2010 UL (737 1740) ASTM 03161, 07158, D3462 10CA13686 05/15/2010 UL (TST 174(l) ASTM D3462 IOCA07264 05/27/2010 UL (75r 174U) ASTM D3462 IOCA11953 10/29/2010 UL (TST 1740) ASTM D3161, 07158, D3462 1ONK11951 10/30/2010 UL (TST 1740) ASTM D3161, D7158, D3462 IONK12070 11/04/2010 UL (TST1740) ASTM D316L 07158, 03462 08CA06100 01/30/2010 UL (TST 1740) ASTM D3161, D71S8, D3462 IOCA53934 03/31/2011 UL W 1740) ASTM D3161, D7158, D3462 11CA48924 10/22/2011 UL (1ST 1740) ASTM D3161, D7158, D3462 11CA47919 12/03/2011 UL (TST 1740) ASTM D3161, D7158, D3462 11CA48408 12/08/2011 UL (TST 1740) ASTM 03161, D7158, D3462 UCA48725 12/09/2011 UL, U.C. (TST 9628) ASTM D3462 12CA34891 10/12/2012 UL, U.C. (TST 9628) ASTM D3161, D7158, D3462 12CAS8151 02/1S/2013 UL, LLiw (TST 9628) ASTM D3161 12CA38083 02/26/2013 UL, LLC.•(75T9628) ASTM D3161 13CA32332 06/18/2013 UL, LLC. (TST 9628) ASTM D3161 23CA37934 08/02/2013 UL, LLC. (TST 9628) ASTM D3161, D7158, D3462 4786875675 07/17/2015 UL, U.C. (TST9628) ASTM D3161, D7158, D3462 4787434542 05/17/2016 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Mobile, AL 12/28/2015 UL, U.C. (QUA 9625) Quality Control Inspection Report, R21, Myerstown, PA 02/23/2016 UL, LLC (QUA9625) Quality Control Inspection Report, R21, Tuscaloosa, AL 02/26/2016 UL, U.C. (QUA 9625) Quality Control Inspection Report, R21, Michigan Cty, IN 03/02/2016 Ui, U.C. (QUA 9625) Quality Control Inspection Report, R21, ShaRer, CA 02/18/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Savannah, GA 02/24/2016 UL, U.C. (QUA 9625) Quality Control Inspection Report, RZl, Minneapolis, MN 02/09/2016 UL, U.C. (QUA 9625) Quality Control Inspection Report, R21, Mt. Vernon, IN 02/09/2016 UL, I.I.C. (QUA 9625) Quality Control Inspection Report, R21, Baltimore, MD 03/M/2016 UL, LLC. (QUA 9625) Quality Control Inspection Report, R21, Tampa, FL 02/29/2016 UL, U.C. (QUA 9625) Quality Control Inspection Report, R2:4 Dallas, TX 02/17/2016 UL, LLC (QUA 9625) Quality Control Inspection Report, R21, Ennts, TX 02/03/2016 UL, LLC (QUA 9625) Quality Control Inspection Report, R21, Fontana, CA 03/03/2016 4. PRODUCT DESCRIPTION: 4. 1 Asphalt Shinsles: 4. 1.1 Marquise WeatherMaxs, Royal Sovereigns and SentlneiO are a fiberglass reinforced 3-tab asphalt roof shingles. 4. L2 Camelote, Camelot• 11, Fortitude'*, Glenwood"", Grand Canyons, Grand SequolaO, Grand Sequoias IR, Grand Sequoias ArmorShieldTM, MonacoO, Sienna*, Timberlines American Harvests, Timberline' ArmorShieldTM 11, Timberlines Natural Shadow®, Tlmberf(ne HDs, Timberline'* Cool Series®, Timberline Ultra HDO and Woodlands are fiberglass reinforced, laminated asphalt roof shingles. QOTRJNITYIERD 4.3 Accessory Starter Strips: 4.3.1 Pro -Start* Eave/Rake Starter Strip Shingles and WeatherBlockerTM Premium Eave/Rake Starter Strip Shingles are starter strips for asphalt roof shingles. 4.3.2 QuickStart• Peel & Stick Starter Roll is a is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS modified bitumen starter strip, nominal 9-Inch x 33 it roll, for use with asphalt shingles with exposure of 6- inch or less. 4.3.3 StarterMatch'm Sharter Strip Shingles are color -coordinated starter strips for use with Grand Canyon° and Grand Sequoia® series asphalt shingles. StarterMatch " are installed as the second starter for Grand. Canyon® and Grand Sequoia® series installations. S. UMITATIONs: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nleminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guldance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product 5.4 Wind Classification;_ 5.4.1 The GAF asphalt shingles noted in Section 4.1 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for use in all wind zones up to V,,d =150 mph (Vwt =194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 The GAF hip & ridge shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones up to V,.d=150 mph (V„n =194 mph). Refer to Section 6 for Installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D7158 applies only to exposure category B or C, as defined In FBC 1609.4.3, and a mean roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 55 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment: 6.L1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3,1507.2.4 or R905.2.3. 6.2 Starter Shingles or Starter Strip: 6.21 Installation• of Pro -Start Eave/Rake Starter Strip Shingles, Weatherelocker Premium Eave/Rake Starter Strip Shingles and QuickStart Peel & Stick Starter Roll shall comply with the GAF current published Instructions. 6.3 Asphalt Shingles: QOTRINITYIERD 6.3.2 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.25. Staples are not permitted. 63.3 Where the roof slope exceeds 21 units vertical In 12 units horizontal, special methods of fastening are required. Contact the shingle manufacturer for details. 6.4 Hip & Ridge Shingles: 6.4.1 Installation of Seal -A Ridge Ridge Cap Shingles, Seal -A -Ridge IR impact -Resistant Ridge Cap Shingles and Seal - A -Ridge ArmorShleld Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and nominal 0.25-Inch diameter beads of Henkel "Loctite PL S30 Roof & Flashing Sealant". its, Sealant 2 Mm) ( 292 mm) ( mm) %sellante ienduil d'dtanchditd Nail ( 305 mm) Oavo Ie5l8'-7518' Closer 168 -104 mm) 127 as mm) 6.4.2 Installation of Timbertex Premium Ridge Cap Shingles shall comply with the manufacturer's current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn NP1 Gun Grade Polyurethane Sealant or Henkel PL Roofing and Flashing Sealant. 92 ^ro_ Searent Sellanta 5 totirrf} t25 mmm tethdltlsrtatwhE6b n ROB(=) itouar MM) TNNIIY'ERD 7. LABEUNG: 7.1 Labeling shall be In accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R905.2.6.1. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction In order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALnYAssURANCEErrmY: UL LLC — QUA9625; (847) 664-3281 END OF EVALUATION REPORT- CREEK TECHNICAL SERVICES, LLC Cartiflcate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813) 480-3421 EVALUATION REPORT Ft.omm Bult omr; CODE, 5'i' EomoN (2014) Manufacturer. TAMKO BUILDING PRODUCTS, INC. Issued August22, 2016 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.2.3, 1507.2.4, 15072.8, 1507.2.9.2, 1507.3.3, 1507.4.5.1, 1607A.5.2,1507.4.5.3, 1507.5.3,1507.5.3.2,1507.6.3,1507.6.32,1507.6.5,1507.7.3,1507.7.3.2,1507.8.3, 1507.8.3.2,1507.8.8, T1607.8,1507.9.3, 1507.9.3.2,1507.9.5,1507.9.9 Properties: Physical properties REFERENCES E_ ntity Report No. Standard Year PRI Construction Materials Technologies (TST6049) TAP-19l-02-01 REV ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM 01970 2009 PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2009 PRI Construction Materials Teohnologies (TST6049) TAP-214-02-01 ASTM D 4969 2005e01 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2009) PRI Construction Materials•Tedhnologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049 TAP-219-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (rST6049; TAP-220-02-01 ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) TAP-319-02-01 A ACC 188 2012 UL LLC (rST9628) 13CA12269 ASTM D 226 2006 PRODUCT DESCRIPTION AND APPLICATION TAM KOO ASTM Slate ASTM D 6380, Class M, Type II underiayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. Min. slope: 2:12 Application: The undedayment shall be installed with minimum 2" CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Undarlayments rCCHNICAL SERVICES, LLC TAM KOO ASTM Tile ASTM D 6380, Class M, Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" staggered end laps and in accordance with FRSAlTRI 07230 for file applications. Allowable roof coverings: Attachment of clay and concrete file shall be permitted In accordance with the FBC. TAMKOO Master ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. Application: The underlayment shall be installed along the valley In accordance with FBC requirements. Allowable roof coverings: Attachment of asphalt shingle valleys shall be permitted In accordance with the FBC. TAMKOS Moisture Self adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard Plus® with a mineral surfacing and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 3-1/2" side laps and minimum 6" staggered end laps. Min. application temperature: 40"F. Allowable roof coverings: Attachment of asphalt shingles and mechanically fastened concrete and clay file roofing shag be pemfitted In accordance with the FBC. TAMKO® No.15 ASTM ASTM D 226, Type I undedayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll rooting shall be permitted In accordance with the FBC. TAMKOV No.19 UL ASTM D 226, Type I undedayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be emmm TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® No. 30 ASTM ASTM D 226, Type 11 underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt Organic Felt Application: The undedayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete file, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKOO No. 30 UL ASTM D 226, Type II undedayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKO®TW Metal and Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Tile Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6" staggered end laps. Min. application temperature: 400F Allowable roof coverings: Attachment of asphalt shingles, metal roofing, and mechanically fastened clay and concrete tiles shall be permitted in accordance with the FBC. TAMKOOTW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. Application:. The underlayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6" staggered end laps. Min. application temperature: 40"F Allowable roof coverings: Attachment of asphalt shingles and metal roofing shall be permitted In accordance with the FBC. TAMKOS TAM -FELT Alternate to ASTM D 226, Type I and Type If underlayment constructed from a non - perforated organic felt that Is saturated with asphalt. Application: The underlayment shall be installed with minimum 2" CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC LIMITATIONS 1) This evaluation report is not for use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance in not within scope of this evaluation. 4) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published application Instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5) Minimum application temperature shall be 50°F unless otherwise noted. Contact the manufacturer when Installing at temperatures below the minimum application temperature. 6) Deck substrates shall be dean, dry, and free from any Irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 7) The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck shall be installed in accordance with FBC requirements. 8) Unless otherwise stated, the minimum roof slope shall be In accordance with FBC requirements. 9) All underiayments shall be installed with the roll length parallel to the save, starting at the save, and lapped in successive courses Installed up the deck in a manner that effectively sheds water from the deck. End laps shall be -staggered. between courses In accordance with the manufacturer's application instructions. 10) The underlayment may be used as described In other current FBC product approval documents. i 1) The underlayment shall not be installed over existing roof coverings. 12) Contact the manufacturer regarding spedfic exposure limits for each underlayment. 13) All products listed in this report shall be manufactured under a quality assurance program In compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, a Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. t itnuUiN R. F. No 74021 9O:• STATE OF40 CERTIFICATION OF INDEPENDENCE 2016.08.2 2 09:35:39 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technfoal Services, t.LC does not have, nor will It acquire, a financial Interest In any company manuracturrng or distributing products under this evatuatiom CREEK Teoxurrtal SenAce% LLC Is not owned, operated, or controlled by any company mamdaoturing or distributing products under Ods evaluation. 74A, 0 OAmt OG Awnsnethaul wv „rll n,.w,Are aA..Wa t In,ar fIn OMIIWr,,,ln\I,AONIIOPh NiM I III0,0—H--VVh hs'-4—Ohl. OYOt11YrLM Florida Building Code Online rIU a P ER; Pub Approval pr USER: Public User Product Annreval Menu > Search > Application List Search Criteria Refine Search Code Version 2017 FL# 158 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications FJA Tyne Manufacturer Validated By SLUM FL158-RIO Revision CAST -CREPE USA, Inc. Miami -Dade BCCO - VAL Approved ' History Category: Structural Components 786) 315-2590 Subcategory: Products Introduced as a Result of New Technology nppruveu uy worn. hppruya.b Wy worn anon ue .er,oncu m.w .oamw yr u.c — m.v, v. v.c ......... .- ..--_- The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida_ :: Privacy Statement :: Accessibility Statement ;: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick haL. Product Approval Accepts: 0 a Credit Card Safe htips://floridabuilding.or&r/pr app SLaSpx(5BR018 1:00:23 PM] 1 MIAMI.OADE MIAMI-DADECOUNTY EM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 16 Srrcc% Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami. FIQd& 33173 2474 T (786) 315.2390 1'(786) 313.23" NOTICE OF ACCEPTANCE (NOA) ram mlamldodaeav/rtoaomv Cnet-Crete USA, Inc. P.O. Box 24367 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami Dade County) and/or die AI•U (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION- ( Cast -Crete) 4", 6" & 12" Hlgh Sircogth Precast and Prestressed Concrcto Llnteb APPROVAL DOCUMENT. Drawing No. FD4612, titled "Precast and Prestressed Lintel Detaile. sheet 1 of I, prepared by Craig Perrino, PX_ dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & IT' Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Perrino, P.E., dated March 24, 2003. last revision dated June 12. 2014, all signed and sealed by Craig Perrino, P.B., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptence number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the rnanuracherces name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application lies been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration data or irthere has boon a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 014-0903.03 and consists of this page I, evidence submittal pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Maker, P.E., M.S. 18 ri ' Expiration Date: 09/1112018® Approval Date: 091=017 Oq JZS/Ze17 Pagel Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 003-0605.04 A. DRAWINGS L Drawing No. FD4611, titled "Precast and Prestressed Lintel Detalls", sheet 1 of 1, prepared by Craig Parrino. P.G, dated March 24, 2003 and Drawing No. LT461 Z titled Cast -Crete 4 ", 6" & 12" Lintel Sole Load Tables", sheets 1 through 3 of J. prepared by Craig Parrino, P.R. doled Afarch 24, 2003, last revision Al dared April 28, 2003 both drawings signed and sealed by Craig Panino, P.E. B. TESTS 1. Test report on flexural testing an 4 ", 6" do 12" Precast Concrete Lintels Filled mid Unfilled Models, total of (13) concrete lintel specimens, perA5TUE-529-94. prepared by Applied Research laboratories, Report No. 304044 dated 04110/03, signed and sealed by Christopher A. !Roman, AE C. CALCULATIONS L Calculatio s jar Cast -Crete Lintels, dated 0549103, 207 pages, prepared by Craig Panino, P.L. signed and scaled by Craig Panino, P.E 2. Calculatlonsfor Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.L. signed and sealed by Craig Parrino, P-4 D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N 0"320.09 A. DRAWINGS 1. Drawing No. F04612, tilled Precast mid Prestressed Lintel Detalle, sheet I of 1, prepared by Craig Parrino, P.E. doted March 24, 2003 and Droving No. L71461Z titled Cast -Crete 4". 6" do 12" Lintel Safe Load Tables" sheets 1 through 3 of 3, prepared by Craig Parrino, AR, doled March 24. 2003, last revision dated March 11, 20M. B. TESTS L None. C. CALCULATIONS J. None. D. QUALITY ASSURANCE 1. By Mlaml-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. Amy A. Malur,l'.L, M.S. Product Control Section Supervisor NOA No. 17-MIA Expiration Date: 091111201: Approval Date: 09121I17017 E•1 Cost -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N 12-0209.12 A. DRAWINGS 1. Drawing No. FD46/1, titled "Precast and Prestressed Lintel Details" sheet I of 1, prepared by Craig Parrina, P. E., dated March 24, 2003 and Drawing No. LT4611, titled "Cast -Crete 4 ", 6" dr 11 " Lintel Safe Load Tables" sheers I through 3 of J. prepared by Craig Parrino, P.E, dated March 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig Parrino, P. E, on March 11, 2012 B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPerrninieg, Environment, and RegulatoryAfjairs. E. MATERIAL CERTIFICATIONS 1. Nate. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 1011, signed and sealed by Craig Parrina, PE, certifying compliance with the Florida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N 13-0321.07 A. DRAWINGS None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By hBand-Dude County Department of Regulatory and Economic Resourm (RER). E. MATERIAL CERTIFICATIONS 1. None. C Hefimy A. Makar, P.L. M.S. Product Control Section SupervisorControl No. 17-0821.IS Expiration Date: 09/1 IR018 Approval Date: 09/28/2017 E-2 Cast-Crctc USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE. SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N 14-0903.03 A. DRAWINGS 1. Drawing No. FD4612. titled "Precast and Prestressed Lintel Details", sheet l of 1, dated 0"4103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 11 " Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 06112114, all prepared, signed and sealed by Craig Parrino, A E. on 08119114. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 thrmtgh 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.B. D. QUALITY ASSURANCE 1. By Aftami-Dade County Department of Regulatory and Economic Ruoums (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, RE, certifying compliance with the Florida Building Code, 2014 Edition. 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Viand -Dade County Department of Regulatory aml Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code. 2017 Edition, Issued by Cast - Crete USA, Inc., dated 0W&I7, signed & sealed by Craig Parrino, P. E. Helmy A. Mukor, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.13 Espirolloa Date: 09/1IR018 Approval Datc: 09/234017 E-3 A=T R®Tee HIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELS ll 4" SOLID LINTEL BATA TAR[F rr[;=yam M'211MOM W5M Lt}rrv: vE}cmm mil ltll2l:S:.J cr rtrrll.i+.1 rc, rrm Wraull7t CTi1 p lltlrr n o.m] sr llf!r"r" rteF i 6" PRECAST UAINTEL DATA TABLE m©r q n®mLto K"ruj j Kiln r IMo mat aelnr3, r1[ r.M]m19no 173arr''i r.ai wffm r 111i:" 1 rrFRTlI"I1/!.1 TYA717Il r:ILr ttl• rurAIF" C^C1r[?rlsKUMunrlvinfu__i1rR"fr1rr'P1rg'rM129O I'IIf9f riavrra9rna9 ff—" rnrrrTr 1017sTr. rrrr rca.tJ rtr ti_ 1 rtJ<1s_ r2nm rr'ar9 rr-Ia r r liZ9 f'9r2111Ep" r 111s rif£J FR t:1U o fCiCir r.^.37 r!<I r t11: ^ 1 rr"r:1_1::; rrL ri2 raa9 r:n r F11 u= rr v r:11L_ rrj ras to 1rrav r- mRUN rklli_J lCiC1mr211:'J rcJCS+oC"i+O rryurT leren lt]rl reau__r1 e5rum+o mM1 IIImIMOo" DVVrACT 11_11NTF[ nATA TABLE k' 6_t5@ w!liiiii+y irlra 1,1 E] Qii T..m IiLR.'1 ESOLI E FfG^] ®rin 0 tncl. Q:O.,I,.F,1S1: aar F]O. IrL7 nl Ki1 r ' Ll4llr 9 KIL IlimrFl. f1. 1[m1fl OMM VL1L1[1aii WA camirI.,.I mill• r1L fl` J m[]r Vl1-l-J LSG_}t• lr! fm 17Trr IF" KTTM 11111rF11i:Jr"+VEFIT U rrlarrrtmccreaR' d9 r'TM1 IL"d61 ff- mi um na,ecyo r2J. W `M" UC5O rTL- W EUT1 KUMr aZI-3 F=A rett!t_ It" 13ca rr. m-xU rr1LUZr1111_ILEi"riui_ ty 0 inawcTaiamr— MRE"r1111Jrr uclo mo+ r rnttuar111L r lna9[Diuo u" r 1: lund0LLUM1- t"Ll"211 fIU-lCC'ir M)iO t011 TYPE ' a' TYPE ' A' _MU u vl}I°IaM10r/ lIY W III ae Pa/MCWT W9W\IM11 a Fad" la PMUCr ~AL a a PCorflia n fmrtaart tArI Alm "Mmr oC w oomo a VMImnCO nWn Wr Wml •Mlip Moor CAST -Ma va wC lawww sm 1/41 W laY tl14 N. /4 Ala p mW L wwm UmNo 1 as II IWI maw . low Pa Cllw N tla Ylo a as IM MILL m O ilWmo MUM M Ql lama) comic simem" M 11 .low ra Pw An o lam 11a 11 M, fCW riW to W oa UWWCW 4 M rol 111mMC - ON Of PCCHF MCA r• • ww M PW 4 WM aUw UUM . 4. Ilmm IIM aWaaM WC IYWaM ilwa LOro'1 anal ma a" w M GA= OR MW 10 R MOW sm Ww 7 ClWol/ roW CAM 006 a o In If am mains Yin aawv ram MML E N. 51 7 i{.Li' c, i,^,;711IY'lir'f1I\YMf•11111i\iia 1'.: 1 l!1.aW f:lll.uwwlilYrl4::lils.l i r CUM LZAr vQ M-ieryomarm+rfmau rrl._1J vearrlr w©ao iJl} sf rlclluarcctit•:tu RIQII 1 G11' cnirowlaun aluL r Jml r :L'lKiJ I1i111f1JGJ/VULII 1"J lYt V UGJa 1lClfa/le rr IE Lm'rn r7afil• rtr. 1P'rVfVltlrr Gi C1iCiCinrrl :Tr r' Wr1 m.111l II Mll 1" t-i rJf.N r aOUlm Prn/ uucrarviscu r /i uavnMYlnp ntid111m Fla;i J M: ng Cak 0 OulAcmpsnnecNM- O/./g PRM7tRT ItMV 5'N F1aWa Mc AAAawola'-aCl-' Oi 1c5m1 Na as y•; IMMPARRINO G g,, 79 SEFFNER,FLFL533564 FL. P. E. UC. NO 44756 PRECAST AND PRESTRESSED LINTEL DETAILS In 5 GENERAL NOTES 1) IhdRYe: Fc 4'ptoa Idd-3010red fir + : me said -- am o3/d0 Nat r dd aw w..' -«w'Ip'p fdo nioYnon al Go 2) N •ab bed tibia bnW m raiimMe 4 Inch adw books. Was I bdMa 3) Presto III merlr bad ad hat )Ad& 4) Ow mmdr In pradoab bawn the ptmtnl (MaMli• IN 9,* 40 ertl eaw tabor. F>Comttal Nf icl4 1 12etm0)lftf 1bed pQ 1421m s) AN !t>Yp atw r awd 1. mil b' c a 109 dbd ! bngVmileraidl/leti dellrxMlabWgpWeII •Sat Ito cwwu trvaa0tp eo nmk man 4) laera 18W laleb a repok•d. 4' owed blab la be bolaeed v/ P dbomelom holmmu ass food= vaomL e) kMd6dbn/au•a..td dYid out aim* •eh the adilaclmd v r afrohed deoMowt. aaddaddbpd" y"'On atoaletaan om*t* armldaad Amd d'-val"dlovem pfronMefaa d tvpol li) V a IV Lucke m ramdrbod .0 s-1 leq Michel of do aft b aecaedde . Row ca rdalards and 13) Abe aatglr ooform d Iidde btdMUl b edeAr ancRla ,b dd bate comp d dowo tpAid b aa:adam taut A3111 0-ote r er gM•Rd man% 14) tbdeb bdd :anecm •a* dA terllad r Mal hadato01*100 WWI dtodd M Nadal Ir tiM bviq Ih. labdnq e 1pWW withal lad } AN" l 4m" V S IA SaloverticalbWlidobabalallad15) For maposL Tabl blob d down me vale lad from trod lava bdiK *boa& to) to em hwstia al dove% bm we bW from etol btsad kn% am 17) Salo We are aapttbpwd •badla bWL le) Sdo bWo bass to taeoaal dWr aa4+ per AG 630 ad ACI 316 19) Assumed btaaM why v Q10h aMo IM W d See de icPh M' bw.•al ied i SEE SAFE LATM low TABLES FOR LOAD RATM FOR MCH ADMIOW RRUEINFORCED 00M) 0OURS;; 1/ 2' Tier TV`k: 1 jS RMAR FOR 0' Le41EL5 J2; 15 REM FOR It IINIELS 4' 41140 or CR60 SAFE LOADS FOR 4' SOLID LINTELS CAi< FCIe•3\ GRAVITY TYPE LENGTH 4S8 Y- 6' (42' PRECAST 1180 4'- 0' (481 PRECAST 959 4'- 0' (541 PRECAST 789 5'- 10'(701 PRECAST 460 6'- C (781 PRECAST 360 7'- 6' (901 PRECAST 260 9'- 4- (1121 PRECAST 156 10'- 6-(1261 PRECAST 116 12U8 1CMr- 449M UPLIFT LATERAL LENGTH TYPE 4S8 4S8 Y- 6- (42' PRECAST 687 371 4'- 0' (451 PRECAST 597 320 4'- 0- (541 PRECAST 529 258 V- 10'(701 PRECAST 407 148 6'- 6' (78') PRECAST 366 118 7'- 6' (901 PRECAST 280 87 0'- 4' (1121 PRECAST 167 55 10'- 0-(1261 PRECAST 152 43 12F8 12F12 121`16 Is) NA • Net Met III edtam MO am "bwr to Itsbmbd Itas betlam It 94 Ymlal '. n r'. 8. 4`' %y ;`; '.r' . 1rl.. w lt`•"••L- monurTRnVISED 6U8 aCaM, plpb,s"lththeFhMkh 6F8 6F12 6F18 s. r' ', o• " i'.i• • L OWulaalbdo Aaaplamm No t_ O Zl. l8t fd> QI I/a1•2;1/8 4 i• • a.. r 3L. 1: :. L; w• •j •• r; y I•w'r TWEoGgCNA710N • • • • ",' ^` ....,,may j'f (•;+ : r. rauamam r nm.otatm pyy `>•• ':• .• J.a''w'?•: :r:'it I 1 Mass f lab Ramt .tl,, 12- 16-28/2T .•. 4 ; .;fir Y'; `•Ta_C "'; ''- o1R rOmw p'MdrM/ ' • ''4 1. .: 7r _ '"''l t ' ..N Y 1 i.'f I -1. y ti. 1d PPpWlij •; If So m tmmem"ms ' •'• '•ly:l':. :: wi:tt:iw a:r,.•.it::r; r'%. fed. . 1jraW no YS ~':. I'• `.•-,.A a a.r°:: w i;4.: '}• r: t 6 •va •• 4S8 y. 1: ^,, v v r •,, • • • • • • r , 121` 28 12F24 12F20 CROP! iulp. to irmw „•. ,•, .:r •• PROOIICF RIIVISIiO to mMm to a• ems , .' m amp vd h alp Fhnlda tmnaavacmo • a•• ` a ,•. ST Tp F oWldhgca 11 3/0, mcI1IAl '°" o °°° • • • • • • • • :. (' 1 _% `CRAIG PAFIRINO Aa°apl°"a° N" o o ' d 7 l0p/ T •'!i^^^ 8321 CR 678 aaukR Uw 18 uIrol•4ml 1Mont 8F32 6F28 6F24 8F20 '•. '' R; G'-0 SEFFNERa MSS °y . FM F•01VAL aaO^ FLP.FiUO•N0.44758 P aorta Y YBCR 4If . —CAST—CRETE 4"1 6" & 12" LINTEL SAFE LOAD TABLES Ijet".. 1 ' im•. i . ... nF YY[: Oele6-14 aCA6Y m JOIWI A1.1 "r. u1S a.'"' l11:t11SYA OAIT: ]/dl/OS M.- m teAO FACmllt F.F. - WL ML MIS I 01AM:NL W41S S M I W 3 SAFE GRAVITY LOADS FOR S" PRECAST U-LINTELS om-* m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH GUS GFO-18 GF12-10 6FIO-18 970-10 GF24-16 51`28-18 32-10 S-6- (421 PRECAST 2332 2678 3892 5050 6148 7227 8297 9357 4'-0' (451 PRECAST 2025 2313 3692 5050 6140 7227 0297- 9357 4'-6' (541 PRECAST 1654 1867 3633 5050 6148 7227 8297 9357 5'-10'(701 PRECAST 1007 1260 2198 3557 5734 7227 8297 8225 6'-6' (781 PRECAST 949 1078 1831 2650 4328 6737 6297 9357 7'-6' (901 PRECAST 770 853 1459 1188 315I 4524 6654 0357 9'-4- (112' PRECAST 564 660 1056 1523 2094 2795 3731 5017 10'-6'(126' PRECAST 503 566 895 1270 1706 2236 2898 3747 11'-4-(136' PRECAST 457 513 805 1133 1507 1052 2492 3163 12'-0'(1441 PRECAST 425 477 744 1042 1377 1769 2238 2808 13'-4'(1601 PRECAST 373 417 648 695 1170 1455 1652 2285 14'-U'(168' PRECAST 351 392 605 835 1067 1373 1703 2087 IT-4'(2081 PRECAST N.R. 299 1 455 620 704 985 1198 1437 n THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FEW ADDED REM. SEE GENERAL NOTE NO. 4 SEE GENERAL NOTES - SHEET 1 OF 3 OF SAFE LATERAL LOADS FAR A- PRPEAIRT Ud WTFIA SAFE LOAD PLF LENGTH TYPE SUS 6F8 RCMU S-6' (421 PRECAST 587 1055 596 4'-0' (48l PRECAST 487 787 445 4'-8' (54' PRECAST 416 609 344 5'-10-(701 PRECAST 300 350 198 6'-G' (781 PRECAST 263 496 157 7'-6' (901 PRECAST 222 367 116 V-4- (1121 PRECAST 173 352 74 10'-8'(1287 PRECAST 151 276 50 II'-4'(1361 PRECAST 139 311 49 14'-O'(1441 PRECAST 131 277 44 13'-4-(1601 PRECAST 117 223 35 14'-O'(1667 PRECAST 111 202 32 17'-4-(208') PRESTRESSED N.R. 130 21 SEE GENERAL NOTE 18 J yp.w 1 k". 9, m6;- SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS 0141"4i ml SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 6F8-IT 6F12-17 6F18-IT GF20-17 6F24-IT 6F28-IT 6F32-1T 3'-8' (42' PRECAST 1412 2074 2715 3356 3997 4638 5279 4'-0' (46' PRECAST 1225 1600 23N 2913 3470 4027 4593 4'-6' (541 PRECAST 100 1592 2034 2577 3069 3562 4055 5'-10'(707 PRECAST 631 1222 1600 1979 2357 2736 3114 6'-6' (751 PRECAST 723 1097 n 1777 2117 1 2457 2797 7'-6' (901 PRECAST 648 063P4 1249 1544m 1840m 213510 2431 9'-4- (1121 PRECAST 575 57104 980 CN 1252 1422 1732J 1972 10-8'(1287 PRECAST 511 482 787 1121 133 1551 1766 11'-4-(1361 PRECAST 474 40400 565 985 1213 14 1442 1645 12'-0'(1441 PRECAST 454 36704 619 898 1093 1299 1506 13'-4'(1607 PRECISE 402 ra 308 04 518 736 OR 906 107819 PRECAST 368 285 475 677 832 989 A24714'-O'(I68') 17'-4'(2081 PRECAST 253 203 3A 47801 585 693 0) THE NUMBERS IN PARENTHESIS ARE PERCENT REOUC110NS FOR GRADE 40 Flf10 AM REM. SEE GENERAL NOTE NO. 4 4RADUCT RIivism m M-IdY oS 114111 ft Fbddn 11WIAin/ Gay nca'1Fi pwta 140 - 0 2 /.18 itln Datc 1J blisu q q. 4 MRoAUCPRIIVIBIo FJW4a 1 1wA1n uvo u ° 0 3. oT 7 Ole i SS aGo• 6321 CR 570 NA E` SEFFNERI.R.33586 FL.P.E.U0.110.44756 CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TAB Cann IASR mumwm AIAmrOpml-11 iJ1va aWD P CM ?AMA FS - M 10, 441m 1 OtUGi M U4111 SSU r - SAFE GRAVITY LOADS FOR 42" PRECAST U-LINTELS 4 wr+m SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12118 IM28IV12-181916-201170-1611114-2911f76- 1XV-28 S-6' (411 PRECAST 3428 5000 5838 7619 9352 11060 12755 14438 V-0' (481 PRECAST 2923 4231 55M 7619 9352 11060 12755 14438 4'-6' (541 PRECAST 2396 3464 5304 7019 9352 11060 12755 144J5 5'-10'(701 PRECAST 1612 2320 3218 5234 8487 11060 12755 1443% 6'-6' (78'1 PRECAST 1383 1986 2679 4196 6421 10032 12755 144 7'-6' (901 PRECAST 1135 1628 2131 3218 4576 6756 9753 1352 9'-4- (1121 PRECAST 795 1216 1535 2230 3083 4167 5593 7552 10'-8'(1261 PRECAST 614 1043 1295 1853 2516 3323 4334 5632 11'-4'(1301 PRECAST 515 045 1162 1649 2216 2893 J719 4746 12'-O'(144' PRECAST 456 878 1073 1513 2020 2617 3333 4206 13'-4'(160' PRECAST 359 767 926 1294 1 1709 2186 2743 3409 14'-O'(1687 PRECAST 321 720855 1204 1584 2017 2451 3108 17'-4'(2081 PRECAST KM 451031 031 11410 1428 1750 2102 19W(2321 PRECAST N3L 3431477 700 925 1152 138N 1609 1) 99 MOM N PA001 MM AE POOS10 OOIOCIIONS FM SAFE GRAVITY LOADS FOR 12" PRECAST w/2" RECESS DOOR U-LINTELS C16149 n SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TMPE 1S06 IXG-1011SD} IYAFII- ItAfRI- 121612- IMI- IM-21 4'-4- (521 PRECAST 25M 1942 5468 7564 9640 11669 13579 15679 4'-6' (54' PRECAST 2319 2740 5466 7584 0640 11669 13679 15670 V-6' (681 PRECAST 1347 1641 3555 6395 9640 11669 13079 1567%, 5'-l0'(701 PRECAST 12H 1756 3351 5954 9358 11669 13579 1567 6'-8' (On PRECAST 924 1430 2633 4415 6884 1014 1257 14 7'-6- (901 PRECAST 703 1203 2157 3494 5259 79224 9623 II 9'-8' (1101 PRECAST 380 43 1451 2157 3203 j 4427 5417 6360 a SAFE LOAD PLF LENGTH TYPE 12US 12F8 RCMU S-6' (421 PRECAST 1295 4841 39351 4'-0- (481 PRECAST 1295 4841 299 4'-6' (S41 PRECAST 1049 3922 2417 5'-10'(70' PRECAST 881 2547 155 8'-8' (78' PRECAST 579 2167 123 7'-8' (On PRECAST 474 17711 914, 9'-4- (I In PRECAST 355 1326 5806 AW-6'(1261 PRECAST 306 1143 45 11'-{'(1361 PRECAST 278 1041 38 12'-C'(1441 PRECAST 260 971 34 13'-4'(1601 PRECAST 229 857 278 14'-O'(IGn PRECAST 216 809 251 17'-4'(201r) PRESTRESSED N.R. 18 IV-4'(232' PRESTRESSED N.R. 534 130 4'-4- (52' PRECAST 4'-8'. (54') PRECAST 5'-8' (68' PRECAST 5'-10'(701 PRECAST 6'-8' (801 PRECAST 7'-6- (20' PRECAST 9'-8' (116' PRECAST GI IM 0WWO N PAIOMHUM AM MEW MUM FM nvlc 10 GM 40 FRO A0040 fnK KE G MA 1011E K 4 •` G, 1'ROMICrRCVISI:U Build, WN'v W1fblhc F'0QtOulu SEE GENERAL NOTESinfirOil - SHEET 1 OF 3 6A S MEMGCR Or gMAL WMIM amm, I da— wa,4mamm. SAFE UPLIFT LOADS FOR 12" PRECAST U-LINTELS M.1100ala SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 12Po-21 IZF12-2112FIG-2112FZ0-2T 12F24-1112R6-2112F32-21 S-6- (421 PRECAST 2752 4287 5613 16936 8264 9589 10915 4'-0' (48' PRECAST 2369 3721 4872 W23 7174 5325 9477 4'-6' (541 PRECAST 2113 3291 4310 5326 6347 7365 8364 5'-10-(701 PRECAST 1623 2527 3310 4092 4875 5658 6441 6'-6' (701 PRECAST 1444 226 2972 3675 4378 5061 5784 7'4' (90') PRECAST 1267p 1767 2553m 319 3806 4417o 5028 9'-1' (112') PRECASTI_N 2008 2590 3087 3583 079 10'-8'(126 PRECAST1812 2281 2764 3209 3853 11'-4-(1361 PRECAST,11 1401 1982 2441 2902 338{ 1Z'-O'(14/7 PRECAST1269 1786 2201 2816 J032 IS-4-(I60') PRECAST 1057 1485 1828 21690 2513 14'-O'(168') PRECAST 622, 588 974 1365 16790 1993 2309 17'-4' (2081 PRECAST 434 427 1159 964 1182 1402 1623 W-4'(232') PRECAST 366 370 593 817 1002 1187 13720 4f) 0¢ Kamm a PM0 KW ME KMM 0071CIUIO FM SHADE 40 R40 AM law SEE 44e% on fa 4 SAFE UPLIFT LOADS FOR 12" PRECAST w/2" RECESS DOOR U-LINTELS 4 *27- WM I SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH Imo-:11m10-a1ma-I 18 4'-4- (52') PRECAST 1626 2685 3746 11 4'-8-(541 PRECAST 1558 2562 3602 i5 5'-8' (681 PRECAST 1210 2042 2850 i52o 5'-10-(70' PRECAST. 1173 1984 a 2769 7 8'-8' (801 PRECAST 10201 ISMS 2426 14 7'-6' (901 PRECAST 004 ol 1226 211 f ; (I I6') PRECAST 703 771 1472 PAIIOMM AK MEN ONIICODIR 10E6EN.eNAMTom.: AOOTO WAK $a 417 w 110TC #a 4 147 v FROTIOCr RIM311D VulidiKsQds Aeoaq vo Pl- cq R' I G'.•` B phld1b14odD4 a- lord, 11 e P/ CRAIGPARRIhOle lamo 3 4 AL0P sR6ka s9 1121"44R. REAI MAIM.4WO CAST-CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES TEE 4WIO MU-14 I MAIN OO X W1 W= I JC14TI I= I. I I 1 — qv., I UMVAU m Om0 PUm P.1. - EEO. 1O.4RN I 0RA701 K 111112 mUl 7 O1 JT