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3798 Hanworth Lp 17-1392; PLUMBINGtip" L3 4 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I / % ll5t(6 Documented Construction Value: 1-' -- /' Job Address: ,7 q?- fjCza( i gc Historic. District: Yes No'r) Parcel ID: Residential Commercial Type of Work: New R<dditionEl Alteration Repair Demo Change of Use MoveEl Description of Work: LA, (mot' a I-P OrIA4,i,' (1w11 i Plan Review Contact Person: S Title: Phone: Fax: Email:Ql-,qP(I Property Owner Information / -} Name , 1 \4SYl(t cf + Phone: I— 9M/ 1 .-'`-'(d (P 3 Street: Lkon - (AT-- G 1 Resident of property? 00 City, State Zip: Contractor Information Name Phone: Street: P l` f j Fax: (J(n -- 3d 3 L+"7 City, State Zip: San r(..'-' State License No.: t rc U Name: Street: City, St, Zip: Bonding Company: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ' Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. r. 2 6 FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51' Edition (2014) Florida Building Code Revised: June30, 2015 Permit Applicationy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of lD Signature o ontractor/Agent Date Print ContractorlAgenYshame C - I (0I LI/1 Signature of Notary -State ofFlori MA HA Y. HALLPY4:'s. Commission# ry ileExpiresFebruathR'N"'oThMTmTFainlnsu Contractor/Agent is Personally Known to Me or Produced ID Type of ID Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application ADVANTAGE PLUMBING, INC. PROPOSAL. Page No. Po Box 1117 of Pages Sanford, FL 32772-1117 407-323-7515 Fax: 407-323-8954 PROPOSAL SUBMITTED TO: PHONE: DATE: 7-16-1.5 NAME: Ryan Homes Jos NAME: Largo Jim Vitale; 321-247-2472 c 4307 Vineland Rd., #H-20 Orlando, FL 32811 We hereby submit specifications and estimates for: 3 Water Closets, Sterling per spec. 4 Lavatories,,; 1 Pedestal per spec; 3 owner provided. 1 Kitchen Sink, Sterling, per spec. 1 Tub, Sterling, per Spec. 1 Hot Water Heater, owner provided. 1 Shower with vinyl pan. 1 Laundry box. 1 ice maker line. 2 Hose Bibbs. Hookup owner provided disposal and dishwasher Delta valves per spec. CPVC water piping. We hereby propose to furnish labor and materials — complete in accordance with the above specifications, for the sum of: Four thousand five hundred fifty dollars $4,550.00 with payment to be made as follows: 30% upon completion of rough in@ 30% upon completion of tub set: 40% upon completion of trim All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. This proposal subject to acceptance within 30 days and is void thereafter at the option of the undersigned. Authorized Signature ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. ACCEPTED: Signature Date Signature UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 Client: Ryan Homes 1450 Centrepark Blvd Suite 340 West Palm Beach, FL 33401 Project: Kensington Reserve, House Lot Testing 3998 Brisson Avenue, Sanford, Seminole County, FL 32773 Area Tested: House Lot 4, 3798 Hanworth Loop Material: Fill Reference Datum: 0 = Top of Fill Hand Auger Borings: Location of Auger Borings: Center of Lot Was Building Pad Staked: N Depth of Waterable Below Grade: N/A Borings Terminated 2 Feet into Native Ground? N Number of Locations: 1. Depth of Each Boring: 7.00 Unsuitable Soils: Were unsuitable soils encountered: N Samples Obtained: N LIES Project No: 0110.1700732.0000 Workorder No: 9308576-2 Report Date: 06/26/2017 1 - — 1 Q UES Technician Samuel Castellanos Date Tested 06/22/2017 Type of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D1557 Modified Proctor 0-2 dark brown, 2-4 dark gray/brown with clay, 4-6 brown, 6-7 gray/light brown Laboratory Test Results: Organic Content; N/A Moisture Content: N/A Should Material be Removed: N/A In -Place Density Test Report The tests below meet the 95% minimum compaction requirement. Test No. Location of Test Range Maximum Density pcf) Optimum Moisture Field Dry Density pcf) Field Moisture Soil Compaction Pass or Fail 6 SW corner of lot 0-1 ft 105.4 12.2 107.3 12.4 102 Pass 7 SE corner of lot 1-2 ft 105.4 12.2 107.6 12.9 102 Pass 8 NE corner of lot 1-2 ft 105.4 12.2 108.0 12.5 102 Pass 9 NW corner of lot 1-2 ft 105.4 12.2 106.9 12.7 101 Pass 10 1 Center of Lot 2-3 ft 1 105.4 1 12.2 1 108.3 1 13.0 1 103 1 Pass Remarks: Footings were not excavated at the time of testing. To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. Page 1 DESCRIPTION AS FURNISHED: Lot 4, KENSINGTON RESERVE, os recorded in Plat Book **, Pages *** through ***, Public Records of Seminole County, Florida. (UNRECORDED) BOUNDARY FOR / CERTIFIED TO: Ryan Homess/NNVVR Inc. S' TVINSTEA -aR1T PT(PER CLIENT) KENSINGTON BOULEVARD (PER UNRECORDED PLAT) (PRIVATE ROAD)(80' WIDE) ADDRESS: S 89 40'51 " W 1.00' NON -VEHICULAR EASEMENT 00 3,798 HANWORTH LOOP 60, ti k 10, UTIL. I rESMT. 7. 5' DRAIN. ESMT. LOT 3 T r' 3 Z w I L = 10.02' O C- P. C.) 0 y6 34. 43' LOT 4 1 15. 00' 15. 00, ZD. ZU El 31. 37' TIL. D= 29°38'31 R= 95.00' k 1,= 49.15' o C= 48.60' A CB=N 69°27'21 " W YO Lj NXOR 1 1 1 L 0 0P (PER CLIENT) 1 1 1 1 HANOVER LOOP (PER UNRECORDED PLAT) PRIVATE ROAO)(50' WIDE) PF OPOSED - FINSHED SPOT GRADE ELEVATIONS 1 I I I I 15. 00' 1 1 I 1 I i 15. 00' I 1 TRACT B ff rt 7. 5' DRAIN. ESMT. LOT 5 I' 1<UINI ZD PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR = 20' rU = PROPOSED DRAINAGE FLOW 4 IMPERVIOUS COVERAGE = 2,0641- SQUARE FEET OR 28.2% SIDE = 5' FOR 40' LOTS LOT GRADING TYPE B SQUARE FEET SIDE = 7.5' FOR 60' LOTS LIVING AREA CONTAINS LOT CONTAINS 31, 26± 53& SQUARE FEET SIDE = 10' FOR 75' LOTS PROPOSED FINISH FLOOR PER PLANS = 29.7' Qi CON[/LANAI/PORCH CONTAINS 71 it SQUARE FEET - SIDE STREET - 25' CRUSEjVMFYL' R-SCOTT & ASSOC.) INC. - VAND SURVTYOR,,' LEGEND - LEGEND - _ P w PLAT P.D.L. = POINT ON LINE ' 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F FIELD TYP, • TYPICAL NOTES.- i. r, IRON PIPE P,R.C. POINT DF REVERSE CURVATURE 1 THE UNDERSIGNED pOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF LR. _ [ RUN ROD P.C.C. POINT OF COMPDUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-77 FLORIDA ADMINISTRAINE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES C. M. =CONCRETE MOIJUMENT RAD. • RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. CTI.R. : 1/2' I.R. K/NLH 4596 NA, = NDN-RADIAL REC. • RECOVERED W.P. • WI PDINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE' MAY BE OTHER RESTRICTIONS P. O.B. POINT OF BEGINNING CALC. CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. P. D.C. =PDINT DF COMMENCEMENT P,ft•M. PER REFERENCE MDNUMENT 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED ,UNLESS OTHERWISE SHOWN. T CENTERLINE FF. = FINISHED FLOOR ELEVATION 5. THIS SURVEY IS PREPARED FOR IX SOLE BENEFIT OF: THOSE CER77FIED TO AND SHOULD NOT BE RELIED UPON BY ANY 07HFR ENTITY. N& D = NAIL & DISK B.SL. BUILDING SETBACK LINE R/ W - RIGHT-CF-WAY D.M. = BENCHMARK 6. DIMENSIONS SHOWN FOR TNE`LOCATION OF IMPROVEMENTS.' HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT, = EASEMENT B.B. BASE BEARING 7. BEARWISS, ARE BASED ASSUMED DATV4. AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN. DRAINAGE 8. ELEVATIONS, IF SHOWN„ ARE BASEU,ON NA17ONWL ` GEODETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED. CL. F CHAINUTILITY - 9. CERTIFICATE OF AUTHORIZATION No. 4596. UTIL. CHAIN LINK FENCE ' WD. FC. = WOOD FENCE __-__._........._ C/ D CONCRETE BLOCK _ SCALE 1" n 20'{ DRAWN BY: P. C. = POINT OF CURVATURE p, 7, = POINT DF TANGENCY DATE ORDER No. DES[. • DESCRIPTION CERTIFIED BY: --------------------- R = RADIUS PLOT PLAN 04-18-2017 1349-17 L = AP.0 LENGTH D = DELTA REVISED STREET NAMES ONLY 05-12-17 E '' 2HORD 0 REVISED PLOT PLAN 05-24-17 2104-17 C. B. - crlORD DEARING NORTH FORMBOARD FOUNDATION/ELEVS. 06-21-17 2509-17 THIS BUILDING/PROPERTY DOES NOT LIE WITHIN - - ---- - T' HE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM•. T GRUSE EVER, R.L.S. 4714 ZONE " X" MAP I 12117CO09OF (09-28-07) JAMES W. SCO , R.L.S j. 4801, CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION m fApplicationNo: j 3 q.., Documented Construction Value: $ 3 I (r,q Job Address: 3 % 0 4p n w () f—]-- h Lo- O, Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New W Addition Alteration Repair Demo Change of Use Move Description of Work: Nw ZL arnY a) r-i z C, Plan Review Contact Person: Phone: Fax: Email: Property Owner Information Title: Name J iLa,y-i +'j'1'Phone: LJD7- (D0 Street: - 7 i 1 } ( no, jCH H Resident of property? City, State Zip: 0d ftnd[) F1 3M I Contractor Information Name i(>1 .1' E-1On Phone: 1 t)L Street: c C°1?SZ, Fax: -PLJ % City,State Zip: r EZ Q2o7oi D p: l 7 -. t c State License No.: Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: 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 apermit 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: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 0 t b _ NOTICE: In addition to the requirements of. this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. 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 willbedoneincompliancewithallapplicablelawsregulatingconstructionandzoning. Signature of Owner/Agent Date - 1 / h 7 gnature of Contractor/Agent Date Pnnt ownertAgent's Nante Signature of Notary -State of Flonda Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Permits Required: BuildingEl Construction Type: t1 ontractoriAgent's Name L Signature ofNotary-State ofFlonda Date PAMELA S. TEBNUS r 4.s tj ti',YG,°F'IcSi+v'rrcGs?43 r EXPIRES: Ai1, 2017 V ' P 1ded i i F ,., Contractor/ Agent is Personally Known to Me or Produced ID Type of ID ElectricalEl Mechanical Plumbing[] Occupancy Use: Gas 11 Roof[] 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 n No El APPROVALS: ZONING: ENGINEERING: COMMENTS UTILITIES: FIRE: WASTE WATER: BUILDING: Revised! June 30, 2015 Permit Application P' 1 15/1- CITY OF SANFORD BUILDING & FIRE PREVENTION f x 1 PERMIT APPLICATION D. 3 2017nJUL Application No: BYc Documented Construction Value: $ 55 gyp Job Address: o L4 4Historic District: Yes No K Parcel ID: Residentiato Commercial L l Type of Work: New Addition Alteration Repair Demo Change of Use Move I i 1 Description of Work: - , 1AA - _ ,t._ , % lr Plan Review Contact- Person: Vk.Q,tr'_j I M Phone:Fax: 4 Name A Q Street: City, State Zip: Name, 1)t-1 Street: 1 53 City, State Zip: Title: Email: kyac,& uYr (10 v Property Owner Information Phone: 0 1 r Resident of property? : AD Contractor Information Phone: t ( - 6 r3 - 1-5 0 Fax: L) F0-7- nn OJ-J State License No.:1.3 pL1L O Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 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 Sanfordrequirespayment of a plan review fee_ at the time of permitsubmittal. A. copy ofthe -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 at work will be done in compliance with all applicable laws regulating construction and zo g. Signature of Owner/Agent Date Sig a of Contractor/Agent bate Print Owner/ Agent's Name Signature-ofNotary- State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Name Signature of No ry-State of Florida Date o?P"""• ,. CHERYL D AKERS MY COMMISSION # FF998962 tio' EXPIRES June 05, 2020 407)19M153 FloridallotaryService. com: Contractor/Agent is _% e!!-Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application STATEWIDE 1-888-831-2665 Ryan Homes 4307 Vineland Road, Suite H-20 Orlando, FL 32811 State Certification CAC032448AIK HEATING - AIR CONVITIONIHG JOB NAME: Standard Series - Revised Phone: 407-692-9828 Revised Date: 03/30/17 We propose the necessary labor and material to install heating, air conditioning and ventilation for the above plan. Design Criteria: R-38 - Vented Under Attic R-19 - Vented Knee Wall R-4.1 - Block Walls R-13 - Frame Wood, Adjacent R-13 - Frame Wood, Exterior Windows - Low E Double Pane U-Value .54 - SHGC .31; U-Value .62 - SHGC .25 Water Heater - 50 Gallon Electric, Eff: 0.95 Duct Leakage Test Required AMELIA TH (ISLAND PALM TOWNHOMES) 2.5 15.0 4 4,798.00 BISCAYNE BAY 3.0 / 1.5 15.0 / 15.0 4 8,135.00 BISCAYNE BAY OPT GUEST SUITE 3.5 / 1.5 15.0/15.0 5 8,464.00 BISCAYNE BAY OPT STUDY 3.5 / 1.5 15.0/15.0 4 8,425.00 BISCAYNE TH (ISLAND PALM TOWNHOMES) 2.5 15.0 4 4,867.00 BONITA SPRINGS VERSION 2 3.5 15.0 3 4,196.00 BONITA SPRINGS VERSION 2 OPT BONUS 3.5 15.0 3 6,527.00 BONITA SPRINGS VERSION 2 OPT SITTING 3.5 15.0 3 4,262.00 CORAL SPRINGS 3.0 15.0 3 4,545.00 CYPRESS GARDEN 4.0 15.0 4 5,542.00 DORAL 3.0 15.0 4 4,826.00 DORAL OPT BDRM 4 3.0 15.0 4 5,021.00 ESTERO BAY 2.0 / 2.5 15.0 / 15.0 4 7,373.00 ESTERO BAY OPT 1 ST FL BDRM 2.5/2.5 15.0 / 15.0 4 7,568.00 ESTERO BAY OPT BDRM 5 2.0 / 2.5 15.0/15.0 4 7,644.00 ESTERO BAY OPT HOME OFFICE 2.5/2.5 15.0 / 15.0 4 7,629.00 ESTERO BAY OPT STUDY 2.0 / 2.5 15.0 / 15.0 4 7,518.00 JASMINE COVE VERSION 1 2.5 15.0 2 4,368.00 JASMINE COVE VERSION 1 OPT LUXURY OWNER'S SUITE 3.0 15.0 3 4,604.00 JASMINE COVE VERSION 1 OPT SITTING RM 3.0 15.0 3 4,509.00 LARGO 3.0 15.0 4 5,530.00 LAUDERDALE 3.5 15.0 3 4,878.00 Customer Initials REQUEST FOR TUG & PREPOWER AGREEMENT Date: & Project Name: ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Kensington Reserve Project Address: __Sn9S "44V400-4 Loop Building Permit #: 1-7 - 1S Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Robert Lattanzi - Ryan Homes Print Na -o wner/ e t Signature o wner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 02/10/15) Robert Lattanzi - Ryan Homes Print Na of n. Co ctor Signature of en. Contractor CBC1257565 Gen. Contractor License # Scott L Easterbrook - Palmer Electric Print Name of El. Contractor ignature of El. Contractor EC0003096 El. Contractor License # Progress Energy Florida Power and Light on REQUIRED INSPECTION SEQUENCE RYAN HOMES SFR-DETACHED Permit # 17-1392 Address: 3798 Han w ELECTRICAL P€ERIVIIT, Min Max Inspection Description 10 Electric Underground 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final P.r..1- lidt Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECIIANICAIPERMIT{ 1 Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 L-c>-r 44 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100003 BUILDING APPLICATION ##: 17-10000351 BUILDING PERMIT NUMBER: 17-10000351 DATE: June 15, 2017 II - 10 19 UNIT ADDRESS: HANWORTH LP 3798 17-20-31-5AZ-0000-0290Yj ) TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: Q t SUBDIVISION: TRACT: OPLATBOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME - ADDRESS: APPLICANT NAME: NVR iNC ADDRESS: 4307 VINELAND RD, H-20 ORLANDO FL 32811 LAND USE: KENSINGTON RESERVETYPEUSE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: MODEL, 3798-'HANSWORTH•-LP"KENSINGTON: RESERVE LOT 29 SFR FEE BENEFIT RATE UNIT CALL UNIT -------TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing ROADSN/A 705.00 1.000 dwl unit 705.00 qq- COLLECTORS FIREnRESCUEle mily Housing 00 1.000 dwl unit 00 LIBRARY CO -WIDE ORD Single Family Housing SCHOOLS 54.00 1.000 dwl unit 00 54.00CO -WIDE ORD PARKSSingle Family Houusing 5,000.00 1.000 dwl unit 5,000.00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 00AMOUNTDUE5,759.00 STATEMENT 4 t RECEIVED BY: Q-eF t1, SIGNATURE; PLEASE PRINT NAME) - DATE: J F) NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ' ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT U12-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONALISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEESMUSTBEEXERCISEDBYFILINGAWRITTENREQUESTWITHIN45CALENDARDAYSOFTHERECEIVINGSIGNATUREDATEABOVE, BUT NOT LATER THANCERTIFICATEOFOCCUPANCYOROCCUPANCY. THE REQUEST FOR REVIEWMUSTETTHEREQUIREMENTSOFTHECOUNTYCKEPREEOPEOFRULESOVRNINGAPPEALSMAYEPICKEDUP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORDBUILDINGDEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCETHECOUNTYBUILDINGPERMITNUMBERATTHETOPLEFTOFTHISSTATEMENT. SISSUED WITHIN M60 CALENDAR ODAYS OFLTHE IRECEIVING ISIGNATURE DATENG PERMITISABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. l^c \ V 1 THIS INSTRUMENT PREPARED BY: / Name: NVR Inc. dba Ryan Homes V 14LCL& Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 NOTICE OF COMMENCEMENT Permit Number: 17-00001392 GRANT MALOYY SEMINOLE COUNTY CLERK OF CIRCUIT COURT & C:Ot'IPT ROLLER BK 8938 I' 9 198 (11'9s ) CLERK' S r 2017062634 RECORDED rah; 21/2t11.7 12,,24:;9 i'il REC: ORDIM FEES 1.C1,irii RECORI) ED BY tstii i th Parcel ID Number: The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Lot # 4 of Kensington Reserve 3798 Hanworth Loop 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of Single Family Home Residential 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address:_NVR Inc. dba Ryan Homes- 4307 Vineland Rd, Suite H-20 Orlando FL 32811 Interest in property: Fee Simple Title Holder (if other than owner listed above) N 4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820 Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811 5. SURETY (If applicable, a copy of the payment bond is attached): Name: NA Address: 6. LENDER: Address: Phone Number: Amount of Bond: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713. 13(1)(a)7., Florida Statutes. Name: Dayna Whitson Phone Number: 407-692-9820 Ar1riracc• 4307 Vineland Rd Suite H-20. Orlando FL 32811 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. pa*, to Dayna Whitson Assistant Secretary Si ature of Owner or Lessee, or Owners or Lessee's (Print Name and Provide Signatory's Title/Office) Authorized Officer/Director/Partner/Manager) State of Florida County of Orange The foregoing instrument was acknowledged before me this 21 st day of June 20 17 by Virginia Otero Who is personally known to me [>(OR Name of person making statement who has produced identification type of identification produced: 2ar r p B VIRGINIA OTERO 0 MY COMMISSION # GG 063257 EXPIRES: January 17. 2021 o r Bonded Thru sud" Notary Services J .3 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: / 7 13 1 a-k Documented Construction Value: $ 2'S -7 C. "% $ - 4 7 Job Address: LT_ ;J It db O pfo woQ rg L©ap Historic District: Yes No X Parcel ID: MO Q L"_ t40 1 E. — L 0-T b t_W (Tt D Residential X Commercial Type of Work: New 51 Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Vicky Otero Title: Production Admin Phone: 407-692-9820 Fax: Email: votero@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd #H20 Resident of property? City, State Zip: Orlando FL 32811 Contractor Information Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821 City, State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Phone: 407-774-6078 Street: 1441 N Ronald Reagan Blvd Fax: City, St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding Company: N/A Mortgage Lender: N/A Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of of plication and the code in effect as ophat date: 51'' Edition (2014) Florida Building Code Lo Revised: June 30, 2015 —' y On, Permit Application Y ./ i 5 -- 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 const action and zoning. 44 51 I? S I1 TijWatur&A Owner Agent Date Signature of Contractor/Agent Date Vicky Otero Vicky Otero Print Owner/Agent's Name q,. - s1 11, --1 Signature of Notary -State of Florida Date TRACY LEIGH MCDONALD MY COMMISSION # FF925012 EXPIRES October 06. 2019 Own F Me or Produced ID Type of ID Print Contractor/Agent's Name s, 11-, Signature of Notary -State 9Aorida Date TRACY NEIGH MCDONALD MY COMMISSION # FF925012 ra ' EXPIRES October 06. 2019 rysefv" car Cont F na y nown to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[ Electrical [R Mechanical [Plumbing[r Gas[]Roof Construction Type: 1rl Occupancy Use: cZ 3 Total Sq Ft of Bldg: 2-14 $ Flood Zone: X`S tX k ZA,Q-- Min. Occupancy Load: k `- # of Stories: 2 New Construction: Electric - # of Amps 0 Fire Sprinkler Permit: Yes No K # of Heads APPROVALS COMMENTS: ZONING: ) UTILITIES: ENGINEERING: QAT(- S'i l FIRE: Plumbing - # of Fixtures Zed 2- s ! tL SFire Alarm Permit: Yes No WASTE WATER: Ok to construct Single Family home with setbacks and impervious area shown on plan. 28.2 `/- 't„ ny, Largo Vs-1, EIev. 9 , %ara9e Le-4 BUILDING: 5 F G' `? - l -7 Revised: June 30, 2015 Permit Application OA\ CITY OF SANFORD BUILDING & FIRE PREVENTION, PERMIT APPLICATION Application No: 3° Documented Construction Value: $ 1 I S 1 1 3 ' of Job Address: Lcn- LA ;l ct dy 0 P o coogg LoOd' Historic District: Yes No 0 Parcel ID: tt0V1 E- — 0O'C PUR t lt Residential QX Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: New Single Family Residence Plan Review Contact Person: Vicky Otero Title: Production Admin Phone: 407-692-9820 Fax: Email: votero@nvrinc.com Property Owner Information Name NVR INC. dba Ryan Homes Phone: 407-692-9820 Street: 4307 Vineland Rd #H20 Resident of property? : City, State Zip: Orlando FL 32811 Name NVR, Inc, dba Ryan Homes Street: 4307 Vineland Rd # H-20 City, State Zip: Orlando FL 32811 Contractor Information Phone: 407-692-9820 Fax: 407-692-9821 State License No.: CBC1257565 Architect/Engineer Information Name: AB Design Street: 1441 N Ronald Reagan Blvd City, St, Zip: Longwood FL Bonding Company: Address: N/A Phone: 407-774-6078 Fax: E-mail: brian@abdesigngroup.com Mortgage Lender: Address: N/A WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h 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 const ction and zoning. 44?r 5 1 1? S i KignatuAA0wiTerAgent Date Signature of Contractor/Agent Date Vicky Otero Vicky Otero Print Owner/Aggent's Name Signature of Notary -State of Florida Date TRACY LEIGH MCDONALD MY COMMISSION # FF925012 o, •• EXPIRES October 06. 2019 Own F Me or Produced ID Type of ID Print Contractor/Agent's Name 5h11-1 Signature of Notary -State gWorida Date TRACY LEtGH MCbCNALD MY COMMISSION # FF925012 EXPIRES October 06.2019 Cont F rys onaCOWy nown to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No UTILITIES: A WASTEWATER: 11' BUILDING: Revised: June 30, 2015 Permit Application City of Sanford Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2017 Residential Permit Fee Calculation Form Effective February 2017 - August 2017 BP# 17-1392 3798 Hanworth Loop Type of Construction: VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: I 2349 square feet SQUARE FOOTAGE OF GARAGE ONLY: 1 4491 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: 1 27981 square feet Dollar Valuation of Work: 1 $287,678.97 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees 88.25 2,053.75 25.00 863.04 3,030.04 Plumbing Fixture Calculation 17-1392 3798 Hanworth Loop Bath Tubs 1 Sinks 1 Drinking Fountain Solar Piping Disposal 1 Soda Fountain Dishwasher 1 Urinals Floor Drain Vacuum Breakers 1 Sewer Connection 1 Washing Machines 1 Ice Maker 1 Water Closets 4 Laundry Tubs Water Heaters 1 Lavatories 5 Water Piping 1 Pool Piping Water Softener Showers 1 1 Total Plumbing Fixtures - 20 Permit #: 17- 1392 Address: 3798 Hanworth Loop Structure Information Construction Type: VB Occupancy Type: R3 Roof Type: Shingle Flood Zone: None Number of Stories: 2 Number of Bathrooms: 2.5 Square Footage: 2798 Plumbing Fixtures: 20 Fire Sprinkler System: No Fire Alarm: No Occupant Load: 14 Revision City of Sanford Response to Comments Id Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # Submittal Date ProjectAddress: 379 t )4 A ^' W eP_TN L o o f Contact: V Emir- z ; Y4 Ph: 4d 7 Fax: Email: ,) yer2ezic-e- nlri/IL. Cc,yti Trades encompassed in revision: C Building Ca' Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water _ __ _ Planning Engineering Fire Prevention Building General description of revision: rG. F9 d aver 45,ml, wry C. a `1 5 ROUTING INFORMATION Approvals 5F G • 4 - 1 '] CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION D 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAx:407.688.5152 PLAN REVIEW COMMENTS Application Number: 17-1392 Date: 05/30/2017 Project Description: New SFR Contact Name: Vicky Otero Job Address: 3798 Hanworth Loop (Model Home) Contact Email: votero(a,nvrinc.com Model: Largo (Version #01) Lot #: 4 This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested Permit submittals will not be accepted without two copies. COMMENTS: 1. Please provide two (2) copies of installation instructions for all of the Florida Product Approval submitted. FBC 107, Submittal Guidelines 2. Please enlarge the HVAC duct layout as the one submitted is extremely too small and cannot be read clearly FBC 107 3. Please submit two (2) copies of a new cover page that list Kensington Reserve and the required wind speed / exposure. FBC 107 4. The plumbing riser needs to be revised: The branch line to the Washing Machine is required to be minimum 3 inches. The plumbing riser shows 2 inches. FBC P406.2 5. In addition to comment 94, the VTR (venting through the roof) for the Washing Machine is required to be minimum 2 inches. The plumbing riser shows 1 '/2 inches. FBCR P3109.4 6. The plans show a bearing wall at the opening from the Mud Room to the kitchen. Please provide the structural header size for this opening on all applicable plan pages. FBC 107 7. The Truss Placement Diagram from the truss manufacturer cannot be read clearly — specifically the structural connector call -outs for the floor trusses cannot be read (due to fading). Please submit two (2) clear and legible Truss Placement Diagrams. FBC 107 Please Note: For future submittals, the Jurisdiction number on the cover page of the Energy Calculations is 691500 for the City of Sanford. The Calculations submitted list 691000 as the jurisdiction. I will redline the submitted calculations for this submittal. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival Respectfully, Steve Fiorey, CBO Residential Plans Examiner 1- n o r u i r r r T c June 5, 2017 City of Sanford — Building Permits 300 N. Park Ave. Sanford, FL 32771 ph: 407.688.5000 Kensington Reserve Lot 4 eDesignoupin. 1. Please provide two (2) copies of installation instructions for all of the Florida Product Approval submitted - FBC 107, Submittal Guidelines By Others 2. Please enlarge the HVAC duct layout as the one submitted is extremely too small and cannot be read clearly - FBC 107 By Others 3. Please submit two (2) copies of a new cover page that list Kensington Reserve and the required wind speed/ exposure. - FBC 107 See sheet CS of 15 4. The plumbing riser needs to be be revised. The branch line of the Washing Machine is required to be minimum 2 inches. The plumbing riser shows 2 inches. - FBC P406.2 By Others 5. In addition to comment #4, the VTR (venting though the roof) for the Washing Machine is required to be minimum 2 inches. The plumbing riser shows 1 %2 inches. — FBCR P3109.4 By Others 6. The Plans show a bearing wall at the opening from the Mud Room to the kitchen. Please provide the structural header size for this opening on all applicable plan pages. — FBC 107 See sheet 6 of 15 7. The truss placement Diagram from the truss manufacturer cannot be read clearly — specifically the structural connector call outs for the floor trusses cannot be read (due to fading). Please submit (2) clear and legible truss placement diagrams. - FBC 107 By Others Should you have any questions regarding this letter, do not hesitate to call me. Sit e y, AN," 2017 Xnd Aboljchatra orida hitect #93723 1441 N. Ronald Reagan Blvd. • Longwood, FL 32750 • Phone: (407) 774-6078 • Fax: (407) 774-4078 AA0003325 www.abdesigngroup.com C 1877-1 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Vicky Otero Firm: NVR, Inc. Address: 4307 Vineland Road #H20 City: Orlando State: FL Zip Code: 32811 Phone: 407.692.9820 Fax: 407.692.9821 Email: votero@nvrinc.com Property Address: 3798 Hanworth Loop Property Owner: NVR, Inc. dba Ryan Homes Parcel identification Number: Phone Number: 407.692.9820 Email: votero@nvrinc.com The reason for the flood plain determination is: E 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) H. Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 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 FE-1 The parcel is not in the: W 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 `A', the best available information used to determine the base flood elevation is: BP# 17-1392 Reviewed by: Michael Cash, CFM Date: May 15, 2017 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 511 l 1 i I hereby name and appoint: Vicky Otero an agent of: NVR Inc., dba Ryan Homes 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 application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Lattanzi State License Number: CBC1257565 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange May 20,2018 The foregoing instrument was acknowledged before me this 200 17 , by Robert Lattanzi to me or who has produced identification and who did (did not) take an oath. Notary Seal) TRACY LEIGH MCDONALD MY COMMISSION # FF925012 EXPIRES October 06. 2019 g4071398- 0i53 FWWONOWSernc — Rev. 08. 12) Signature Print or type name J—day of who is personally own as Notary Public - State of FL Commission No. l= qZ So12 My Commission Expires: i Application for Paved Driveway, Sidewalk or WalkwayVIncluding Right -of -Way Use & g g y Fti°$ 7- Landscaping in Right -of -Way www.sanfordn.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or • sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a a , driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Kmw mars below. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you dig. 1. Project Location/Address: 2. Proposed Activity: Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date 4. Brief Description of Work: Construction of New Single Family Home Emergency Repairs This application is submitted by: Property Owner. Signature: <449-- Print Name: Vicky Otero Address: 4307 Vinelan R #H-20 Orlando, FL 32811 Phone: (407) 692-9850 Fax: Email: votero@nvrinc.com Date: 05/02/2017 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor s property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read #n un rstand the above statement and by signing this application I agree to its terms. Signature: Pre -pour Inspection by: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Date: 05/02/2017 This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Date: Official Use Only Fee: Date: Date: Date: Date: Date: November 2015 ROW Use Driveway.pdf FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot4KensingtonReserveLargoGLS Builder Name: RYAN HOMES Street: Permit Office: City, State, Zip: FL, Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (2585.1 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1280.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 955.11 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 350.00 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1265.0 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 1265.00 ft2 6. Conditioned floor area above grade (ft2) 2154 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(245.8 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 430.8 a. U-Factor: Dbl, U=0.54 197.78 ft2 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.62 48.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 34.8 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 34.8 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 2.953 ft. Area Weighted Average SHGC: 0.298 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1301.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 904.00 ft2 b. Conservation features b. Floor over Garage R=13.0 397.00 ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 66.20 Glass/Floor Area: 0.114 PASSTotalBaselineLoads: 67.01 I hereby certify that the plans and specifications covered by Review of the plans and tj4E S '.. 43 this calculation are in compliance with the Florida Energy specifications covered by this 0w , f q Off, Code. calculation indicates compliance'., t with the Florida Energy Code. Nrr„ PREPARED BY: Before construction is completed w DATE: 04/25/2017 this building will be inspected for compliance with Section 553.908 I hereby certify that this buil in , as designed, is in compliance Florida Statutes. with the Florida Energy Cod WS OWNER/AGENT: BUILDING OFFICIAL: DATE: 4/25/2017 DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 4/25/2017 10:59 AM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 SQ.FT. CALC.'S I5T FLR. LIVING 5" 6G1 FT. 2ND FLR LIVING 1265 5GL FT. TOTAL LIVING 2,154 SGL FT. ENTRY 40 GARAGE 449 5a FT. LANAI 140 5GL FT. TOTAL 2,-IW SGL FT. OOWO ENT AND CLADDINQ WIND LOADS USIC WIND EXPOiMM FOR 0 SECOND GUM cAt L 8O 1 MUMM11OH am ZONE 10o LrH WI DYIWN1DrtDTHIEIORFOIC 1 IQ I6 -0 Mal 84' 5 2480/-3016 2 24 3080 DR 36. 4 21.15/-3605 2A 11 25-SH 38' 63, 4 2BA5/-30.95 215 m 25.8H 38. 63' 5 28.45/-31.46 3 33 2) 25-5FI 16, 63' 5 21131-34W 4 64 6080 SGD 14' 5 2631/-3330 WIND DESIGN CRITERIA A. BASIC WIND SPEED MPH (3 5ECOND GUST) YULT•150 / VA5D=116 MPH B. INTERNAL PRESSURE COEFFICENT— 19 C. R15K CATEGORY.TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS 4 CLADDING F'FESSURE ARE BASED ON THE Vu1t DESIGN WIND SPEED. FBCR, 5TH ED. (2014) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0.6 TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANUFACTURER5. L PRIOR TO DRTU411 P19TALLATIGN ON ALL FRN'03 rF?IEE% 2'-0' FFZM TZE FN194 FLOOR WLL BE SPRAYED AND TF£ATED LV "AM' A TERTRE TIEATED SPRAY 3 1rz' T-0' I'-2' C ONIL rop - O RA C' 7" WOOD FRMM—/ 14. OL. A CABINET SECTION STONE / VENEER— 30'-0. 14'-0' x6 P.T. F05T LLV X. T08'-4'AFP---- WRAP 5EAi1 TO MATCH I ICOWNwDnFII I I LANAI I I I 14'-O'xl0'-0' I 1 13'-8' 1-4. Q4 15'-0' I I 4' II II II 6080 9GD II 11 II 1 I 2) 25-6H e GREAT ROOM ME x6 4 4X6 F'06i LBW POST C T LBW 4-SH PANTRY L_ _ 1/ • 5MC j ti FED PDR B'-6' CLG. MUD ROOM III T roIII90 KITCHEN Zia T-4' n r. Y-4- CLC- T UIC F======9 RnWGE OPT. t T FOGY R 9'-4' CLG. O CABINET C 14M.T. DBL 5 MCLLDW, n y0 c v v 2 CAR GARAGE 20'-O'x20'-4' T-4' O.Fs ysaW U 2 L ANME NG TF 5'-10, 4'-0' II'-6' 0' 6'-8' 1 I I ENTRY 4A. 9'-4' GL.Ca e LIFE OF 2ND FL00R ABOVE 16'-0' x 11-0' OFIGaD 0 2'-8' I6'_0• 2'-8' 6'-S' 21'-4' FIRST FLOOR PLAN 5CALE: 1/4 • 1'-0' ELEVATION 'B' V_0. A R C H IT E C T S Design Group-I. 1441 N. RONALD RFAGAN BLV D. LONGWOOD, FL32750 PH: 407-77"078 FAX:407-77"078 nw .bde igng..pm AA. #: 0003325 i 4a.n n 3xmrorv. & L.OT: KENSINGTON LOT 4) MODEL• LARGO VERSION#01) PROJECT#: 2997.000 PA0E: FIRST FLOOR PLAN ARCFQTECT: STATE OF FLOFiDA DATE: 4/20/17 SCALJC: 1/4"=1'—O" SHEET 3 OF 9 OOAP0h81i AND CIAODRO WND LAADB WOO V&D Ea'CBIRE FOR a aEoow awim CALL • WHIOR e NEZONE Ta LFH YANGDt3AKXRwVTHHA90R I 5 36' 61' 5 28b5/-31&2 E86 36' bl' 4 28b5/-3U4 EGRESS TEMP Ib 5 36' 61' 5 28165/-31&i TEM 2 5 M M. bl' 5 28b5/-31.85 SCORESS 3 5 36' 61' 4 28b5/-3U4 TEMP 4 5 EGRE4A 36' 61' 5 28b5/-31.85 5 3051-SH 61' 4 28b5/-3U4MIRE 5 12 36' 48' 5 2SM-38.10 Tolp 6 5 1. 61' 4 28b5/-3U4 WIND DESIGN CRITERIA A. BASIC. WIND SPEED MPH (3 SECOND GUST) WLT=150 / V45D=116 MPH B. INTERNAL PRESSURE COEMCIE NT-18 C. RSK CATEGORY=TYPE II D. EXPOSURE CATEGORY G NOTE: VALUES FOR COMPONENTS 4 CLADDING PRESSURE ARE BASED ON THE Vult DESIGN UAND SPEED. FTSCR 5TH ED. (2014) ALLOWS THESE PRESSURES TO BE MULTIPLIED BY 0b TO MET THE ALLOIUABLE OR NOMINAL TESTED VALUES USED BY PRODUCT MANLFACTMERS. NOTE. L PRIOR TO DRYW4LL INSTALLATION ON ALL FR.AKM I' WiZ 2'-O' FROM TFE FN514 FLOOR WALL BE SPRAYED AND TREATED UY 'BORATE' A TM4lrM TREATW SPRAT SECOND FLOOR PLAN SCALE: 1/4 • 1'-0' ELEVATION '15' A R C H IT E C T S Design Grou 1. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX407-T 744078 www lbdE 109—Pcom AA k: D003325 F+1 Sx BDM 8•e LOT: KENSINGTON LOT 4) MODEL.• LARGO VERSION#01) PROJECT#: 2997.000 PACE: SECOND FLOOR PLAN ARCHfTECT= STATE OF FLORDA DATE: 4/20 /17 SCATM: 1/4"=l'—O" SHEET 4 OF 9 rf/ / Landscape maG•dal and quanllty `.o wayv.11h dEferent houshG. models, al materhi to marl same sredir-albns for sire a: shorn In pkint andscape In Rear Yard I --a Depends on Patio Options -- Side Setbacks 10' 2 Story Understory Trees 080 Sq. Ft (Example: Crape Myrtle) Side Setbacks 5' Focal PlantI ( Example: Sago Palmy r Groundcover xample: Llrope)- Canopy Trees 5* Wide Sldewalk- — ` 6' Wldo Landscape Area Driveway and Walk vay5-- Typn 40' Wi e Lot t Plant List Symbol Quantity Latin Name, Common Vame Specifications iGroundc er LI 1.M8 Liriopo BorderGuss 1 gal. 18 o.c. muscari JP 3,248 Juniperus Parsons 12 15" sprd. parson! Jumper 11 gal. 1B"o.c. Shrubs VG 521 Viburrum Vibumum Hedge „ i30" ht„ 3 gal.. 30 o c, odoratissimum Understory Tries 62 J Lagerstromia Crape Myrie Mulli-trunk,6-B' ht, i Pndica red bloom Canopy Trees 60 Quercus Live Oak 12' ht., 6-6'sprd. M, r, AM iniana9 4 DBH Quercus Laurel Oak 12' hL, 6-B'sprd. i laurafolia W4 DBH s58AterrtbrumRedMap[e 12 ht'..6 B rdp. ,. 4 DBH it 18 Magnolia Southern 12 ht., 6 B sprd. granciftra Magnolia 4"DBH Other 64 Washngtonia Washingtoi robusta !Palm 22 Cycas Sago Palrr circinalis Trunk height 10-12 5 Gal. Sod TBG Steno,aphrum St Aug usthe .Solid secunJatum Floratam Sod TBG Paspalum Bahia Graes ;Solid notatu n Note Any discrepancles In quantities between the Plant List and Plans, the Plans prevail. 1 Story 2,640 Sq_ FL Typ. 75" Wide Lod Notes 1. All plants shall be graded Florida No. 1 or better as outlined under ' Grades and Standards for Nursery Plants', Parts 1 & 2, Fla. Dept. of Agriculture. 2. An earthen saucer shall be formed around .the perimeter of the planting pit for the retention of irrigation water. 3. Planting pits shall be backfilled with a planting soil mix of 113 from site, 113 clean course builder's sand and 113 shredded peat, well mixed with 6-6-6 50% organic fertilizer with minor elements at the rate of 2 pounds of fertilizer for each cubic yard of soil mix. 4. All planting beds shall be covered with a 2" layer of shredded cypress bark mulch. 5. All sod and planting areas shall be watered by an automatic underground irrigation system designed to provide a minimum 1" coverage per week. A rain sensor will be included to turn the system off in times of sufficient rainfall in order to conserve irrigation water. 6. All trees will be staked and guyed to prevent being blown over in high winds. RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot4KensingtonReserve LargoGLS Builder Name: RYAN HOMES Street: State, Zip: FL , Permit Office:City, Permit Number: 1 % - 1 3 9 2Owner: UOI'PA V kJurisdiction: 691000Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 1. New construction or existing New (From Plans) 9. Wall Types (2585.1 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1280.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 955.11 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 350.00 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1265.0 sqft.) Insulation Area a. Under Attic (Vented) R=38.0 1265.00 ft2 6.. Conditioned floor area above grade (ft2) 2154 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(245.8 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 430.8 a. U-Factor: Dbl, U=0.54 197.78 ft2 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.62 48.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 34.8 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 34.8 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 2.953 ft. Area Weighted Average SHGC: 0.298 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1301.0 sgft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 904.00 ft2 b. Conservation features b. Floor over Garage R=13.0 397.00 ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 66.20 Glass/ Floor Area: 0.114 P TotalBaselineLoads: 67.01 f1 7 7ASS I hereby certify that the plans and specifications covered by Review of the plans and SATF thiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythisE AV Off, Code. calculation indicates compliance Florida Energy Code. O ti withthera„ PREPARED BY: l Before construction is completed w DATE: 04/25/2017 this building will be inspected for compliance with Section 553.908 I hereby certify that this buil in s designed, is in compliance Florida Statutes. C© b withtheFloridaEnergyCodWE T OWNER/ AGENT: BUILDING OFFICIAL: DATE: 4/25/2017 DATE: 4_4 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 4/ 25/2017 10:59 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot4KensingtonReserve Largo Bedrooms: 4 User Conditioned Area: 2154 Total Stories: 2 1 Worst Case: No RYAN HOMES Rotate Angle: 0 Cross Ventilation: No 691000 Whole House Fan: No Single- family New ( From Plans) Address Type: Lot # Block/ SubDivision: PlatBook: Street: County: City, State, Zip: Street Address Seminole FL, CLIMATE V Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Voiume 1 Blocki 2154 18309 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2154 18309 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main ---- ---- 2 Slab -On -Grade Edge Insulatio Main 103.5 ft 397 ft2 904 ft2 13 0.25 0 0. 36 0 0. 75 0. 64 ROOF v # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Tested Insul. Pitch deg) 1 Gable or Shed Composition shingles 1415 ft2 316 ft2 Medium 0.85 N 0.85 No 0 26.6 ATTIC v # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1265 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type E1UnderAttic (Vented) Main 38 Blown 1265 ft2 0.11 Wood 4/ 25/2017 10:59 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 0 1 N Exterior Frame - Wood Main 13 30 0 8 0 240.0 ft2 0 0.23 0.6 0 2 N Exterior Concrete Block - Int Insul Main 4.1 30 0 9 4 280.0 ft2 0 0 0.6 0 3 E Exterior Frame - Wood Main 13 50 6 8 0 404.0 ft2 0 0.23 0.6 0 4 E Exterior Concrete Block - Int Insul Main 4.1 36 10 9 4 343.8 ft2 0 0 0.6 0 5 S Exterior Frame - Wood Main 13 34 0 8 0 272.0 ft2 0 0.23 0.6 0 6 S Exterior Concrete Block - Int Insul Main 4.1 8 6 9 4 79.3 ft2 0 0 0.6 0 7 W Exterior Frame - Wood Main 13 45 6 8 0 364.0 ft2 0 0.23 0.6 0 8 W Exterior Concrete Block - Int Insul Main 4.1 27 0 9 4 252.0 ft2 0 0 0.6 0 9 Garage Frame - Wood Main 13 37 6 9 4 350.0 ft2 0 0.23 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width eightln Area Ft In Ft 1 S Insulated Main None 39 3 8 24 ft2 2 Wood Main None 39 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 Area Depth Separation Int Shade Screening 1 n 1 Metal Low-E Double Yes 0.54 0.31 30.0 ft2 1 ft 0 in 0 ft 6 in Drapes/blinds Exterior 5 2 N 2 Metal Low-E Double Yes 0.54 0.31 32.9 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds Exterior 5 3 N 2 Metal Low-E Double Yes 0.62 0.25 48.0 ft2 11 ft 0 in 0 ft 10 in None None 4 E 3 Metal Low-E Double Yes 0.54 0.31 15.0 ft2 1 ft 0 in 0 ft 6 in Drapes/blinds Exterior 5 5 E 4 Metal Low-E Double Yes 0.54 0.31 32.9 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds Exterior 5 6 s 5 Metal Low-E Double Yes 0.54 0.31 15.0 ft2 1 ft 0 in 0 ft 6 in Drapes/blinds Exterior 5 7 s 5 Metal Low-E Double Yes 0.54 0.31 30.0 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds Exterior 5 8 S 5 Metal Low-E Double Yes 0.54 0.31 15.0 ft2 1 ft 0 in 5 ft 0 in Drapes/blinds Exterior 5 9 w 7 Metal Low-E Double Yes 0.54 0.31 12.0 ft2 1 ft 0 in 0 ft 6 in Drapes/blinds Exterior 5 10 W 7 Metal Low-E Double Yes 0.54 0.31 15.0 ft2 1 ft 0 in 0 ft 6 in Drapes/blinds Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 449 ft2 384 ft2 64 ft 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 2825 155.09 291.67 4494 9.2577 4/25/2017 10:59 AM EnergyGauge@ USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.5 34.8 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15 34.8 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 430.8 ft Attic 107.7 ft Default Leakage Main Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolie [ Jan Feb [ jMar Apr [ Jun Jul Au Se Oct Nov Dec Heatin[X} Jan Feb [X] MarH Apr [ MayMaY t Jun Jul AuJ1Sep Oct Nov Dec Venting[ ] Jan Feb [X] Mar Apr [ May l Jun Jul Aug Se Oct X X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 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 4/25/2017 10:59 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the EnergyPerformance Index, the more efficient the home. FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=13.0 1280.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 955.11 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 350.00 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1265.00 ft2 6. Conditioned floor area (ft2) 2154 b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft2 a. U-Factor: Dbl, U=0.54 197.78 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main R ft2 6 430.8 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.62 48.00 ft2 SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 34.8 SEER:15.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 34.8 HSPF:8.50 Area Weighted Average Overhang Depth: 2.953 ft. Area Weighted Average SHGC: 0.298 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 904.00 ft2 a. Electric EF: 0.95 b. Floor over Garage R=13.0 397.00 ft2 c. N/A R= ft2 b. Conservation features None 15. Credits 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 inspctign. Otherwise, a new EPL Display Card will be completed based on installed Code com I 4atttres. Builder Signature:' Date: 4/25/2017 Address of New Home: City/FL Zip: 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. Contact the EnergyGauge Hotline at (321) 638-1492 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. 4/25/2017 10:59 AM EnergyGaugeOO USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Buildin Performance and Prescriptive Methods ADDRESS: Permit Number: FL , MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 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 Statues] 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 compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O 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 Installation. 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 402.4.1.1, 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 of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. 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. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, 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. O R402.4.4 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 E 283 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. 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. R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. Duct testing is not mandatory for buildings complying by Section R405 of this code. 4/25/2017 11:00 AM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55 °F (1 YC) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 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 1/z inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 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). R403.4.4.1.2 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 burner(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 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 met the criteria Section R403.4.4.2.1. R403.4.4.2.1 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 a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 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. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 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 which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 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 403.6, 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. 4/25/2017 11:00 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection 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 temperature 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 multi -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 multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 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: 1. 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. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt 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 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space 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 gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 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. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed 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: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 4/25/2017 11:00 AM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot4KensingtonReserveLargoGLS Builder Name: RYAN HOMES Street: Permit Office: City, State, Zip: FL, Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow 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 spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. 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 extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication 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. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 4/25/2017 11:00 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 QDEL--AIR Manual S Compliance Report Job: LOT 4 KENSINGTON Date: 7/25/2015 xeannc • = CUNOmOMNG Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 COD ISCO WAY, SANFOR D, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-Al R.COM For: RYAN HOMES Design Conditions Outdoor design DB: 93.0OF Sensible gain: 24847 Btuh Entering coil DB: 76.7°F Outdoor design WB: 76.0°F Latent gain: 3439 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0IF Total gain: 28285 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Sensible capacity: 27413 Btuh 110% of load Latent capacity: 4707 Btuh 137% of load Total capacity: 32120 Btuh 114% of load SHR: 85% Design Conditions Outdoor design DB: 38.0OF Heat loss: 25064 Btuh Entering coil DB: 69.5°F Indoor design DB: 70.0OF Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitASHP Manufacturer: Goodman Mfg. Model: GSZ140361K+ASPT47D14A Actual airflow: 1160 cfm Output capacity: 32112 Btuh 128% of load Capacity balance: 32 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 0 kW 0% of load Temp. rise: 0 OF Meets are all requirements of ACCA Manual S. htsoft° 2017- Apr- 2511:31:43 WCI 9 Right -Suite® Universal 2017 17.0.16 RSU24009 Page 1 serveLargoBGL\Lot4KensingtonRes erveLargoGLS.rup Calc = MJ8 House faces: S E 'A ® Component Constructions Job: LOT 4 KENSINGTON R Date: 7/25/2015 HEATING = AIR CONOIr10NING Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES Location: Indoor: Heating Cooling Sanford, FL, US Indoor temperature (OF) 70 75 Elevation: 55 ft Design TD (OF) 32 18 Latitude: 28 °N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 5.7 43.5 Dry bulb (°F) 38 93 Infiltration: Daily range (°F) - 20 ( M) Method Simplified Wet bulb (OF) - 76 Construction quality Semi -tight Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Cig HTM Gain ft= Btuh/ft"F ftz`FBtuh Btuh/ft2 Btu BtuhM Btuh Walls 12C-Osw: Frm wall, stucco ext, r-13 cav ins, 1/2" gypsum board int n 210 0.091 13.0 2.91 612 2.72 572 fnsh, 2"x4" wood frm, 16" o.c. stud e 389 0.091 13.0 2.91 1133 2.72 1060 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions 12C-Osw: Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c, stud s 212 0.091 13.0 2.91 617 2.72 577 w 337 0.091 13.0 2.91 981 2.72 918 all 1148 0.091 13.0 2.91 3343 2.72 3127 n 199 0.201 0 6.43 1281 5.02 1001 e 311 0.201 0 6.43 2002 5.02 1563 s 55 0.201 0 6.43 356 5.02 278 W 252 0.201 0 6.43 1620 5.02 1265 all 818 0.201 0 6.43 5259 5.02 4107 332 0.091 13.0 2.91 967 1.33 441 Windows 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 e ft overhang (5 ft window ht, 0.5 ft sep.); 6.67 ft head ht s w all 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, clr innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5.3 ft window ht, 11 ft sep.); 6.67 ft head ht e all 2A-2omd: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, cir innr, n 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.25); 11 ft overhang (8 ft window ht, 0.83 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, cir low-e outr, air gas, mtl no brk frm mat, cir innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5 ft window ht, 2 ft sep.); 6.67 ft head ht 30 0.540 0 17.3 518 14.4 431 15 0.540 0 17.3 259 32.8 492 15 0.540 0 17.3 259 14.4 216 15 0.540 0 17.3 259 32.8 492 75 0.540 0 17.3 1296 21.8 1632 33 0.540 0 17.3 565 14.4 469 33 0.540 0 17.3 565 34.1 1116 65 0.540 0 17.3 1130 24.2 1585 48 0.620 0 19.8 952 16.4 787 30 0.540 0 17.3 518 14.8 444 l htsoft' 2017-Apr-2511:31:43 Wr 9 Right -Suite® Universal 2017 17.0.16 RSU24009 Page 1 serveLargoBGL\Lot4KensingtonReserveLargoGLS.rup Calc = MJ8 House faces: S 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, s 15 0.540 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (5 ft window ht, 5 ft sep.); 6.67 ft head ht 2A-2om: 2 glazing, clr low-e outr, air gas, mtl no brk frm mat, clr innr, w 12 0.540 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.31); 50% drapes, medium; 1 ft overhang (4 ft window ht, 0.5 ft sep.); 6.67 ft head ht Doors 0 17.3 259 15.7 235 0 17.3 207 32.5 390 11 DO: Door, wd sc type s 24 0.390 0 n 18 0.390 0 all 42 0.390 0 Ceilings 16B-38ad: Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1321 0.026 38.0 gypsum board int fnsh Floors 20P-13t: Flr floor, frm flr, 12" thkns, r-13 cav ins, gar ovr 397 0.068 13.0 22A-tpl: Bg floor, light dry soil, on grade depth 104 0.989 0 i htsowr9ft" Right -Suite® Universal 2017 17.0.16 RSU24009 serveLargoBGL\ Lot4KensingtonRes erveLargoGLS.rup Calc = MJ8 House faces: S 12.5 300 11.5 276 12.5 223 11.5 206 12.5 522 11.5 482 0.83 1099 1.38 1821 2.18 863 0.88 351 31.6 3276 0 0 2017-Apr- 25 11:31:43 Page 2 Project Summary Job: LOT 4 KENSINGTON 4QDEL-AIR Date: 7/25/2015 HEATING • AIR CONUMUNING Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: RYAN HOMES Notes: Weather: Sanford, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Structure 22801 Btuh Ducts 2263 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 25064 Btuh Infiltration Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 44 gr/lb Sensible Cooling Equipment Load Sizing Structure 20489 Btuh Ducts 4358 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 24847 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 2400 Btuh Ducts 1039 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (ft2 21 2154 Equipment latent load 3439 Btuh Volume ft3) 18961 18961 Air changes/hour 0.28 0.15 Equipment total load 28285 Btuh Equiv. AVF (cfm) 88 47 Req. total capacity at 0.75 SHR 2.8 ton Heating Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI Model GSZ140361 K AHRI ref 8242629 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 32 OF Backup: 8.5 HSPF 32600 Btuh Qa 470F 26 OF 1160 cfm 0.046 cfm/Btuh 0.30 in H2O Input = 0 kW, Output = 0 Btuh, 100 AFUE Cooling Equipment Summary Make Goodman Mfg. Trade GOODMAN; JANITROL; AMANA DISTI... Cond GSZ140361 K Coil ASPT47D14A AHRI ref 8242629 Efficiency 12.5 EER, 15 SEER Sensible cooling 26100 Btuh Latent cooling 8700 Btuh Total cooling 34800 Btuh Actual air flow 1160 cfm Air flow factor 0.047 cfm/Btuh Static pressure 0.30 in H2O Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1- wrightsoft' 2017-Apr-25 11:31:43 Right -Suite® Universal 2017 17.0.16 RSU24009 Page 1 serveLargoBGL\Lot4KensingtonRes erveLargoGLS.rup Calc = MJ8 House faces: S AN DEL -AIR Right-M Worksheet nMG • am caNnmoarec Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 4 KENSINGTON Date: 7/25/2015 By:, FJF 1 Room name Entire House great rm 2 Exposed wall 263.5 ft 62.0 ft 3 Room height 8.5 ft 9.3 ft heat/cool 4 Room dimensions 30.0 x 16.0 ft 5 Room area 2225.8 ft2 480.0 ft2 Ty Construction number U-value BtulVft2-0F) Or HTM Btuh/ft2) Area (W) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 ViJ 12C'0sw 0.091 n 2.91 2.72 240 210 612 572 0 0 0 0 L 2A-2om 0.540 n 17,28 14.36 30 0 518 431 0 0 0 0 13A-2ocs 0.201 n 6.43 5.02 280 199 1281 1001 280 199 1281 1001 2A-2om 0.540 n 17.28 14.36 33 0 565 469 33 0 565 469 11 2A-2omd 0.620 n 19.84 16.40 48 0 952 787 48 0 952 787 1Q! 12C-0sw 0.091 a 2.91 2.72 404 389 1133 1060 0 0 0 0 G 2A-2om 0.540 e 17.28 32.83 15 2 259 492 0 0 0 0 W 13A-2ocs 0.201 a 6.43 5.02 344 311 2002 1563 149 117 750 586 G 2A-2om 0.540 e 17.28 34.14 33 0 565 1116 33 0 565 1116 0.091 s 2.91 2.72 272 212 617 5T7 0 0 0 0 TA12C- 0sw 2A-2om 2A-2om 0.540 0.540 s s 17.28 17.28 14.39 14.81 15 30 29 41 259 518 216 444 0 0 0 0 0 0 0 0 2A-2om 0.540 s 17.28 15.67 15 2 259 235 0 0 0 0 V/ 13A-2ocs 0.201 s 6.43 5.02 79 55 356 278 0 0 0 0 L--D 11 DO 0.390 s 12.48 11.50 24 24 300 276 0 0 0 0 12C-0sw 0.091 w 2.91 2.72 364 337 981 918 0 0 0 0 2A-2om 0.540 w 17.28 32.51 12 2 207 390 0 0 0 0 2A-2om 0.540 w 17.28 32.83 15 2 259 492 0 0 0 0 W P 13A-2ocs 12C-0sw 0.201 0.091 w 6.43 2.91 5.02 1.33 252 350 252 332 1620 967 1265 441 149 0 149 0 960 0 750 0 L-D 11 DO 0.390 n 12.48 11.50 18 18 223 206 0 0 0 0 C 1613-38ad 0.026 0.83 1.38 1321 1321 1099 1821 0 0 0 0 F 2OP-13t 0.068 2.18 0.88 397 397. 863 351 0 0 0 0 F 22A-tpl 0.989 31.65 0.00 905 104 3276 0 480 62 1962 0 6 c) AED excursion 0 226 Envelope loss/gain 19692 15402 7036 4483 12 a) Infiltration 3108 937 805 242 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants @ 230 5 1150 4 920 Appliances/other 3000 600 Subtotal (lines 6 to 13) 22801 20489 7840 6245 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 22801 20489 7840 6245 15 Duct loads 10 % 21 % 2263 4358 01/ 0 % 0 0 Total room load _T 25064 24847 7840 6245 Air required (-fm) 1160 1160 363 292 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2017-Apr-2511:31:43 4CP. Right -Suite® Universal 2017 17.0.16 RSU24009 Page 1 serveLargoBGL\Lot4KensingtonReserveLargoGLS.rup Calc = MJ8 House faces: S l DEL -AIR HEATING - Mt COMMOMN6 Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 4 KENSINGTON Date: 7/25/2015 By: FJF 1 Room name pdr mud rm 2 Exposed wall 8.0 it 6.0 ft 3 Room height 8.0 it heat/cool 9.3 it heat/cool 4 Room dimensions 4.5 x 8.0 It 6.0 x 6.0 It 5 Room area 36.0 ftz 36.0 ftz Ty Construction number U-value Btuh/ftz-OF) Or HTM Btuh/ftz) Area (ftz) or perimeter (ft) Load Btuh) Area (ftz) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 t 12C-Osw 0,091 n 2.91 2.72 0 0 0 0 0 0 0 0 L G 2A-2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 13A-2ocs 0.201 n 6.43 5.02 0 0 0 0 0 0 0 0 2A-2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 11 2A-2omd 0.620 n 19.84 16.40 0 0 0 0 0 0 0 0 V+! 12C-Osw 0.091 a 2.91 2.72 0 0 0 0 0 0 0 0 t-G 2A-2om 0.540 e 17.28 32.83 0 0 0 0 0 0 0 0 j 13A-2ocs 0.201 a 6.43 5.02 64 64 412 321 0 0 0 0 t--G 2A-2om 0.540 e 17.28 34.14 0 0 0 0 0 0 0 0 Vh12C-6sw 0.091 s 2.91 2.72 0 0 0 0 0 0 0 0 2A-20m 0.540 s 17.28 14.39 0 0 0 0 0 0 0 0 2A-2om 0.540 s 17.28 14.81 0 0 0 0 0 0 0 0 2A-2om 0.540 s 17.28 15.67 0 0 0 0 0 0 0 0 V+/ 13A-2ocs 0.201 s 6.43 5.02 0 0 0 0 0 0 0 0 t-D 11 DO 0.390 s 12.48 11.50 0 0 0 0 0 0 0 0 Vjl 12C-Osw 0.091 w 2.91 2.72 0 0 0 0 0 0 0 0 2A-2om 0.540 w 17.28 32.51 0 0 0 0 0 0 0 0 t GG 2A-2om 0.540 w 17.28 32.83 0 0 0 0 0 0 0 0 w 13A-2ocs 0.201 w 6.43 5.02 0 0 0 0 56 56 360 281 P 12C-Osw 0.091 2.91 1.33 0 0 0 0 79 61 179 82 L-D 11 DO 0.390 n 12.48 11.50 0 0 0 0 18 18 223 206 C 16B-38ad 0.026 0.83 1.38 0 0 0 0 0 0 0 0 F 20P-13t 0.068 2.18 0.88 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 31.65 0.00 36 8 253 0 36 6 190 0 6 c) AED excursion 12 21 Envelope loss/gain 665 309 952 548 12 a) Infiltration 89 27 78 23 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 754 336 1030 571 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 754 336 1030 571 15 Duct loads 0% 0°/ 0 0 0% 0% 0 0 Total room load 754 336 1030 571 Air required (cfm) 35116 48 27 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A Aj- wrightsoft- 2017-Apr-25 11:31:43 Right -Suite® Universal 2017 17.0.16 RSU24009 Page 2 serveLargoBGL\Lot4KensingtonReserveLargoGLS.rup Calc = MJ8 House faces: S 1 ®EL -AIR Right-M Worksheet NFAM-AM CONUM01MG Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 4 KENSINGTON Date: 7/25/2015 By: FJF 1 Room name kitchen mstr rm 2 Exposed wall 27.5 ft 30.5 ft 3 Room height 9.3 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 3525 ft 1.0 x 251.5 ft 5 Room area 352.5 ft2 251.5 ft2 Ty Construction U-value Or HTM Area (ft Load Area (ft Load number Btuh/ftz°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 f 120-Osw 0.091 n 2.91 2.72 0 0 0 0 108 78 227 212 C 2A-2om 0.540 n 17.28 14.36 0 0 0 0 30 0 518 431 0.201 n 6.43 5.02 0 0 0 0 0 0 0 0ti13A- 2ocs 2A-2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 11 2A-2omd 0.620 n 19.84 16.40 0 0 0 0 0 0 0 0 Vjl 12C-0sw 0.091 a 2.91 2.72 0 0 0 0 136 136 396 370 L-G 2A-2om 0.540 e 17.28 32.83 0 0 0 0 0 0 0 0 t13A-20cs 0.201 a 6.43 5.02 131 131 840 656 0 0 0 0 G 2A-2om 0.540 e 17.28 34.14 0 0 0 0 0 0 0 0 w 0.091 s 2.91 2.72 0 0 0 0 0 0 0 0 T3 2A-22A-2om 2A-2om 0:540 0.540 s s 17:28 17.28 14.3939 14.81 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2A-2om 0.540 s 17.28 15.67 0 0 0 0 0 0 0 0 Vf/ 13A-2ocs 0.201 s 6.43 5.02 79 55 356 278 0 0 0 0 L-D 11 DO 0.390 s 12.48 11.50 24 24 300 276 0 0 0, 0 12C-0sw 0.091 w 2.91 2.72 0 0 0 0 0 0 0 0 2A-2om 0.540 w 17.28 32.51 0 0 0 0 0 0 0 0 2A-2om 0.540 w 17.28 32.83 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 w 6.43 5.02 47 47 300 234 0 0 0 0 P 12C-osw 0.091 2.91 1.33 271 271 788 359 0 0 0 0 11 DO 0.390 n 12.48 11.50 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.83 1.38 0 0 0 0 252 252 209 347 F 20P-13t 0.068 2.18 0.88 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 31.65 0.00 353 28 870 0 0 0 0 0 6 c) AED excursion 109 80 Envelope loss/gain 3454 1695 1351 1280 12 a) Infiltration 357 108 339 102 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 1200 600 Subtotal (lines 6 to 13) 3811 3003 16901 2212 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3811 3003 1690 2212 15 Duct loads 0 % 0% 0 0 24 % 42% 408 933 11 Total room load 1 1 3811 3003 2099 3146 Air required (cfm) 1761140 97 147 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. iAC A wrightsoft- 2017-Apr-2511:31:43 Right -Suite® Universal 2017 17.0.16 RSU24009 Page 3 serveLargoBGL\Lot4KensingtonReserveLargoGLS.rup Cale = MJ8 House faces: S S DEL -AIR HUM • am CONOmUMC Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 4 KENSINGTON Date: 7/25/2015 By: FJF 1 Room name rm 3 wic rm 2 2 Exposed wall 12.0 ft 7.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 7.0 x 5.0 ft 1.0 x 149.8 ft 5 Room area 35.0 ftz 149.8 ftz Ty Construction number U-value BtuWft2- F) Or HTM Btuh/ftz) Area (ftz or perimeter (ft) Load Btuh) Area (ftz or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 y/ 12C-6sw 0.091 n 291 2.72 0 0 0 0 0 0 0 0 G 2A-2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 13A-2ocs 0.201 n 6.43 5.02 0 0 0 0 0 0 0 0 2A-2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 11 2A-2omd 0.620 n 19.84 16.40 0 0 0 0 0 0 0 0 Vj1 12C-Osw 0.091 a 2.91 2.72 40 40 116 109 20 20 58 54 T_G 2A-2om 0.540 e 17.28 32.83 0 0 0 0 0 0 0 0 j 13A-2ocs 0.201 e 6.43 5.02 0 0 0 0 0 0 0 0 G 2A-2om 0.540 e 17.28 34.14 0 0 0 0 0 0 0 0 Vh12C-Osw 0.091 s 2.91 2.72 56 41 119 112 36 21 61 57 2A-20m 2A-2om 0.540 0.540 s s 17.28 17.28 14.39 14.81 0 15 0 10 0 259 0 222 15 0 15 0 259 0 216 0 2A-2om 0.540 s 17.28 15.67 0 0 0 0 0 0 0 0 V/ 13A-2ocs 0.201 s 6.43 5.02 0 0 0 0 0 0. 0 0 11DO 0.390 s 12.48 11.50 0 0 0 0 0 0 0 0LZ 120=0sw 0.091 w 2.91 2.72 0 0 0 0 0 0 0 0 2A-2om 0.540 w 17.28 32.51 0 0 0 0 0 0 0 0 2A-2om 0.540 w 17.28 32.83 0 0 0 0 0 0 0 0 W P 13A-2ocs 12C-0sw 0.201 0.091 w 6.43 2.91 5.02 1.33 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n 12.48 11.50 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.83 1.38 35 35 29 48 150 150 125 206 F 26P-13t 0.068 2.18 0.88 35 35 76 31 84 84 182 74 F 22A-tpl 0.989 31.65 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 10 15 Envelope loss/gain 600 532 685 592 12 a) Infiltration 134 40 78 23 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 734 572 763 616 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 734 572 763 616 15 Duct loads 241/. 42% 177 241 24% 420% 184 260 Total room load 911 814 947 876 Air required (cfm) 421 38 44 41 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Apr-25 11:31:43 A Right -Suite@ Universal 2017 17.0.16 RSU24009 Page 4 serveLargoBGL\Lot4KensingtonReserveLargoGLS.rup Calc = MJ8 House faces: S ir-NDEL-AIR Right-M Worksheet xratn G. M Caxnmaemc Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 4 KENSINGTON Date: 7/25/2015 By: FJF 1 Room name rm 3 bth 1 2 Exposed wall 25.0 ft 5.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 14.5 x 10.5 ft 11.0 x 5.5 ft 5 Room area 152.3 ftz 60.5 ft2 Ty Construction Ll-value Or HTM Area (ftz) Load Area (ftz) Load number BtulVftz°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vl! 12C-Osw 0.091 n 2.91 2.72 0 0 0 0 0 0 0 0 L-G 2A-2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 13A-2ocs 0.201 n 6.43 5.02 0 0 0 0 0 0 0 0 2A-2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 11 2A-2omd 0.620 n 19.84 16.40 0 0 0 0 0 0 0 0 V+! 12C-0sw 0.091 a 2.91 2.72 0 0 0 0 0 0 0 0 G 2A-2om 0.540 e 17.28 32.83 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 a 6.43 5.02 0 0 0 0 0 0 0 0 L-G 2A-2om 12G-Osw 0.540 0.091 e s 17.28 2.91 34.14 2.72 0 116 0 86 0 250 0 234 0 0 0 0 0 0 0 0 2A-2om 0.540 s 17.28 14.39 0 0 0 0 0 0 0 0 2A-2om 0.540 s 17.28 14.81 15 10 259 222 0 0 0 0 2A-2om 0.540 s 17.28 15.67 15 1 259 235 0 0 0 0 W 13A-2ocs 0.201 s 6.43 5.02 0 0 0 0 0 0 0 0 T-D 11 DO 0.390 s 12.48 11.50 0 0 0 0 0 0 0 0 12C-0sw 0.091 w 2.91 2.72 84 84 245 229 44 44 128 120 2A-2om 0.540 w 17.28 32.51 0 0 0 0 0 0 0 0 2A-2om 0.540 w 17.28 32.83 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 w 6.43 5.02 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.91 1.33 0 0 0 0 0 0 0 0 11 DO 0.390 n 12.48 11.50 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.83 1.38 152 152 127 210 61 61 50 83 F 20P-13t 0.068 2.18 0.88 152 152 331 135 61 61 132 53 F 22A-tpl 0.989 31.65 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 30 10 Envelope loss/gain 1471 1295 310 247 12 a) Infiltration 278 84 61 18 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1750 1378 371 266 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1750 1378 371 266 15 Duct loads 24°/ 42% 423 581 24% 42% 90 112 Total room load 2172 1960 461 378 Air required (cfm) 101 91 21 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. fk wrightsoft` 2017-Apr-25 11:31:43 Right -Suite® Universal 2017 17.0.16 RSU24009 Page 5 serveLargoBGL\Lot4KensingtonReserveLargoGLS.rup Calc = MJ8 House faces: S DEL -AIR Right-JO Worksheet HEmec - Am cnxomaM0 Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 4 KENSINGTON Date: 7/25/2015 By: FJF 1 Room name laundry rm 4 2 Exposed wall 5.5 ft 11.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 6.5 x 5.5 ft 1.0 x 1323 ft 5 Room area 35.8 ft2 132.3 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number Btuh/ft2-°F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-0sw 0.091 n 2.91 2.72 0 0 0 0 0 0 0 0 2A-20m 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 ILA13A-2ocs 0.201 n 6.43 5.02 0 0 0 0 0 0 0 0 2A-20m 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 11 2A-2omd 0.620 n 19.84 16.40 0 0 0 0 0 0 0 0 yJ 12C-Osw 0.091 a 2.91 2.72 0 0 0 0 0 0 0 0 L--G 2A-2om 0.540 e 17.28 32.83 0 0 0 0 0 0 0 0 W 13A-20cs 0.201 a 6.43 5.02 0 0 0 0 0 0 0 0 I-; 2A-2om 0.540 e 17.28 34.14 0 0 0 0 0 0 0 0 12C-0 0.091 s 2.91 2. 0 0 0 0 0 0 0 0 2A-20m 0.540 s 17.28 14.3939 0 0 0 0 0 0 0 0 2A-2om 0.540 s 17.28 14.81 0 0 0 0 0 0 0 0 2A-2om 0.540 s 17.28 15.67 0 0 0 0 0 0 0 0 V 13A-2ocs 0.201 s 6.43 5.02 0 0 0 0 0 0 0 0 L--D 11 DO 0.390 s 12.48 11.50 0 0 0 0 0 0 0 0 V)1 12C Osw 0.091 w 2.91 2.72 44 44 128 120 88 73 213 199 2A-2om 0.540 w 17.28 32.51 0 0 0 0 0 0 0 0IF-G- G 2A-2om 0.540 w 17.28 32.83 0 0 0 0 15 1 259 492 W 13A-2ocs 0.201 w 6.43 5.02 0 0 0 0 0 0 0 0 P 120-0sw 0.091 2.91 1.33 0 0 0 0 0 0 0 0 11 DO 0.390 n 12.48 11.50 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.83 1.38 36 36 30 49 132 132 110 182 F 2OP-13t 0.068 2.18 0.88 18 18 38 15 0 0 0 0 F 22A-tpl 0.989 31.65 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 28 241 Envelope loss/gain 196 157 582 1114 12 a) Infiltration 61 18 122 37 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 600 0 Subtotal (lines 6 to 13) 257 T75 704 1151 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 257 775 704 1151 15 Duct loads 24% 42% 62 327 249/6 42% 170 486 11 Total room load 319 1102 874 1637 Air required (cfm) 15 51 40 76 ulations approved by ACCA to meet all requirements of P. f wrightsoft' Right -Suite® Universal 2017 17.0.16 RSU24009 serveLargoBGL\Lot4KensingtonReserveLargoGLS.rup Calc = MJ8 House faces 2017-Apr-25 11:31:43 Page 6 DEL-AiR HEONG + WR CONDMORMG Right-M Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 4 KENSINGTON Date: 7/25/2015 By: FJF 1 Room name mstr bth mstr wic 2 Exposed wall 22.0 ft 7.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 111.0 It T5 x 5.0 If 5 Room area 111.0 ftz 37.5 ftz Ty Construction U-value Or HTM Area (ftz Load Area (ftz Load number Btuh/ftz-°F) Btuh/ftz) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Uj 12C-Osw 0.091 n 291 2.72 72 72 210 196 60 60 175 163 G 2A-2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 13A-2ocs 0.201 n 6.43 5.02 0 0 0 0 0 0 0 0 2A-2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 11 2A-2omd 0.620 n 19.84 16.40 0 0 0 0 0 0 0 0 V 12C-Osw 0.091 a 2.91 2.72 0 0 0 0 0 0 0 0 2A-2om 0.540 e 17.28 32.83 0 0 0 0 0 0 0 0G 13A-2ocs 0.201 a 6.43 5.02 0 0 0 0 0 0 0 0 2A-2om 0.540 e 17.28 34.14 0 0 0 0 0 0 0 0 Ah12C-Osw 0.091 s 2.91 2.72 0 0 0 0 0 0 0 0 2A-20m 0.540 s 17.28 14.39 0 0 0 0 0 0 0 0 2A-2om 0.540 s 17.28 14.81 0 0 0 0 0 0 0 0 2A-2om 0.540 s 17.28 15.67 0 0 0 0 0 0 0 0 13A-2ocs 0.201 s 6.43 5.02 0 0 0 0 0 0 0 0 11 DO 0.390 s 12.48 11.50 0 0 0 0 0 0 0 0 UV 12C-Osw 0.091 w 2.91 2.72 104 92 268 251 0 0 0 0 2A-2om 0.540 w 17.28 32.51 12 1 207 390 0 0 0 0 I)- G 2A-2om 0.540 w 17.28 32.83 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 w 6.43 5.02 0 0 0 0 0 0 0 0 P 12C-Osw 0.091. 2.91 1.33 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n 12.48 11.50 0 0 0 0 0 0 0 0 C 16B-38ad 0.026 0.83 1.38 111 111 92 153 38 38 31 52 F 2OP-13t 0.068 2.18 0.88 0 0 0 0 0 0 0 0 F 22A-tpl 0.989 31.65 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 184 8 Envelope loss/gain 777 1174 206 207 12 a) Infiltration 245 74 83 25 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1022 1247 2891 232 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1022 1247 289 232 15 Duct loads 241% 42% 247 526 24% 421/6 70 98 Total room load 1269 1773 359 330 Air required (cfm) 59 83 17 15 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Apr-25 11:31:43 ACA Right -Suite® Universal 2017 17.0.16 RSU24009 Page 7 serveLargoBGL\Lot4KensingtonReserveLargoGLS.rup Calc = MJ8 House faces: S DEL -AIR Right-JO Worksheet xamec • am caNDMOMc Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-333-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 4 KENSINGTON Date: 7/25/2015 By: FJF 1 Room name mstr wic int mstr we 2 Exposed wall 0 ft 0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 5.5 x 4.5 ft 5.5 x 4.0 ft 5 Room area 24.8 ft2 22.0 ft2 Ty Construction number U-value Btuh/ft2-OF) Or HTM Btuh/ft2) Area (ft2) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vf12C-Osw 0.001 n 2.91 2.72 0 0 0 0 0 0 0 0 G 2A-2om 0.540 n 1728 14.36 0 0 0 0 0 0 0 0 0.201 n 6.43 5.02 0 0 0 0 0 0 0 0 Ij13A- 2ocs 2A-2om 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 11 2A-2omd 0.620 n 19.84 16.40 0 0 0 0 0 0 0 0 yJ 12C-Osw 0.091 a 2.91 2.72 0 0 0 0 0 0 0 0 Y_G 2A-2om 0.540 a 17.28 32.83 0 0 0 0 0 0 0 0 v 13A-2ocs 0.201 a 6.43 5.02 0 0 0 0 0 0 0 0 t-C 2A-2om 0.540 e 17.28 34.14 0 0 0 0 0 0 0 0 0.091 s 91 2.72 0 0 0 0 0 0 0 0 TA12C- 0sw 2A-2om 0.540 s 177.28 14.3939 0 0 0 0 0 0 0 0 2A-2om 0.540 s 17.28 14.81 0 0 0 0 0 0 0 0 2A-2om 0.540 s 17.28 15.67 0 0 0 0 0 0 0 0 13A-2ocs 0,201 s 6.43 5.02 0 0 0 0 0 0 0 0Y__D 11 DO 0.390 s 12.48 11.50 0 0 0 0 0 0 0 0 12C-Osw 0.091 w 2.91 2.72 0. 0 0 0 0 0 0 0 2A-2om 0.540 w 17.28 32.51 0 0 0 0 0 0 0 0 2A-2om 0.540 w 17.28 32.83 0 0 0 0 0 0 0 0 W 13A-2(?cs 0.201 w 6.43 5.02 0 0 0 0 0 0 0 0 P 12C-0sw 0.091 2.91 1.33 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n 12.48 11.50 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.83 1.38 25 25 21 34 22 22 18 30 F 20P-13t 0.068 2.18 0.88 0 0 0 0 0 0 0 0 F 22A-tol 0.989 31.65 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 1 1 Envelope loss/gain 21 33 18 29 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Qa 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 21 33 18 29 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21 33 18 29 15 Duct loads 24% 42°/ 5 14 24% 42°/ 4 12 Total room load 26 47 23 42 Air required (cfm) 1 2 1 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. F'fA- wrightsoft- 2017-Apr-2511:31:43 ACA Right -Suite® Universal 2017 17.0.16 RSU24009 Page 8 serveLargoBGL\Lot4KensingtonRes ervelargoGLS.rup Calc = MJ8 House faces: S x DEL -AIR Right-JO Worksheet I EMG • am catmmONSIR Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-333-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LOT 4 KENSINGTON Date: 7/25/2015 By: FJF 1 Room name loft wic2 2 Exposed wall 25.0 ft 9.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 289.0 ft 4.0 x 5.0 ft 5 Room area 289.0 ft2 20.0 ftz Ty Construction U-value Or HTM Area (ft Load Area (ft Load number Btuh/ftZ°F) Btuh/ftq or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 yJ 12C Osw 0.091 n 2.01 2.72 0 0 0 0 0 0 0 0 2A-2om 0.540 0.201 n n 17.28 6.43 14.36 5.02 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ij13A- 2ocs 2A-20m 0.540 n 17.28 14.36 0 0 0 0 0 0 0 0 11 2A-2omd 0.620 n 19.84 16.40 0 0 0 0 0 0 0 0 12C-0sw 2A-2om 0.091 0.540 a e 2.91 17.28 2.72 32.83 168 15 153 1 446 259 417 492 40 0 40 0 116 0 109 0 V/ 13A-2ocs 0.201 a 6.43 5.02 0 0 0 0 0 0 0 0 L--G 2A-29m 12C-0sw 0.540 0.091 e s 17.28 2.91 34.14 2.72 0 32 0 32 0 93 0 87 0 32 0 32 0 93 0 87 2A-20m 0.540 s 17.28 14.39 0 0 0 0 0 0 0 0 2A-20m 0.540 s 17.28 14.81 0 0 0 0 0 0 0 0 2A-2om 0.540 s 17.28 15.67 0 0 0 0 0 0 0 0 y/ 13A-2ocs 0.201 s 6.43 5.02 0 0 0 0 0 0 0 0 11 DO 0.390 s 12.48 11.50 0 0 0 0 0 0 0 00 12C-Osw 0.091 w 2.91 2.72 0 0 0 0 0 0 0 0 2A-2om 0.540 w 17.28 32.51 0 0 0 0 0 0 0 0 2A-2om 0.540 w 17.28 32.83 0 0 0 0 0 0 0 0 W 13A-2ocs 0.201 w 6.43 5.02 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 2.91 1.33 0 0 0 0 0 0 0 0 11 DO 0.390 n 12.48 11.50 0 0 0 0 0 0 0 0 C 1613-38ad 0.026 0.83 1.38 289 289 240 398 20 20 17 28 F 20P-13t 0.068 2.18 0.88 48 48 104 42 0 0 0 0 F 22A-tpl 0.989 31.65 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 55 9 Envelope loss/gain 1143 1492 226 215 12 a) Infiltration 278 84 100 30 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @a 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1421 1576 326 245 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1421 1576 326 245 15 Duct loads 24% 42°/ 343 665 24% 42% 79 103 Total room load 1764 2241 405 348 Air required (cfm) 821 105 19 16 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wriight:Soft- 2017-Apr-25 11:31:43 ACACP. Right -Suite® Universal 2017 17.0.16 RSU24009 Page 9 serveLargoBGLlLot4KensingtonReserveLargoGLS.rup Calc = MJ8 House faces: S Duct System Summary Job: LOT 4 KENSINGTON DEL -AIR Date: 7/25/2015 HEA7IHG ^ Ml CGNUIiIGNING Entire House By: FJF DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO 2r"`7,yy.+wfx gi r ct I orniati For: RYAN HOMES External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.197 in/ 100ft 1160 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.197 in/100ft 1160 cfm 122 ft Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mat[ Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bth 1 h 461 21 18 0.237 4.0 Ox 0 VIFx 16.1 85.0 sti great rm h 3920 181 146 0.203 8.0 Ox 0 VIFx 23.2 95.0 st2 great rm-A h 3920 181 146 0.212 8.0 Ox 0 VIFx 18.0 95.0 st2 kitchen h 3811 176 140 0.213 7.0 Ox 0 VIFx 17.9 95.0 st2 laundry C 1102 15 51 0.235 4.0 Ox0 VIFx 16.9 85.0 St1 loft c 2241 82 105 0.295 6.0 Ox 0 VIFx 11.3 70.0 mstr loth C 1773 59 83 0.295 5.0 Ox 0 VIFx 11.3 70.0 mstr rm C 3146 97 147 0.304 8.0 Ox 0 VIFx 9.1 70.0 mstr we c 42 1 2 0.304 4.0 Ox 0 VIFx 8.9 70.0 mstr wic h 359 17 15 0.294 4.0 Ox 0 VIFx 11.6 70.0 mstr wic int C 47 1 2 0.326 4.0 Ox 0 VIFx 3.5 70.0 mud rm h 1030 48 27 0.206 4.0 Ox 0 VIFx 21.3 95.0 st2 pdr h 754 35 16 0.197 4.0 Ox 0 VIFx 27.1 95.0 st2 rm 2 h 947 44 41 0.232 6.0 Ox0 VIFx 18.4 85.0 st1 rm 3 h 2172 101 91 0.227 6.0 Ox0 VIFx 20.8 85.0 st1 rm 3 wic h 911 42 38 0.209 4.0 Ox 0 VIFx 29.8 85.0 st1 rm 4 C 1637 40 76 0.300 6.0 Ox 0 VIFx 10.1 70.0 wic2 h 405 19 16 0.210 4.0 Ox0 VIFx 29.1 85.0 st1 UTt Supp Y °runk DetailUTable Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st2 Peak AVF 622 474 0.197 582 14.0 0 x 0 VinlFlx st1 Peak AVF 241 256 0.209 579 9.0 0 x 0 VinlFlx wrightSOft® Right -Suite® Universal 2017 17.0.16 RSU24009 serveLargoBGL\Lot4KensingtonReserveLargoGLS.rup Calc = MJ8 House faces 2017-Apr-25 11:31:44 Page 1 Ra RR.max. w .B. a ne,., hDailTbleeturneg. ,r ^r .n: .-ose:s vs. h w, .aa w. yn r7,:`.` r,.';+"•:r.!s Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx wrightsoft' Right -Suite® Universal 2017 17.0.16 RSU24009 ACCK...serveLargoBGL\Lot4KensingtonReserveLargoGLS.rup Calc = MJS House faces: S 2017-Apr-25 11:31:44 Page 2 8 Z ss 4' !3 .°3 IMB Tw,si.r tlucts/OMI.s s4ra h 1 1 ' i i n O O meptWce .kh flarWa RMtlentbl II U V aaarm cad. - Ml6¢U edanc.a 3' bath duct _ o, R.wn A'', .zcepebns ra ard. to roof cap le.le r°s < 0 w/fan `s g oiawl Nutone 696RNB ` t t a A 4e CD 4 EIDQi .aLL R ¢ Ni 9' } Ib'.12' Z 60 5 IIrO t• tl 1. . d 1a ro oi cept n 4l.cd (n s' R > HAI_ 4 • v.n RM6 1. F 3' bath duct ® a. oa3' bath duct to roof cap ia,s° x to roof cap w/fan - m,a .m r e w/fan Nutone 696RNB BY BLDR MIN 42X42 A/C SLAB uone 4 Nt696RNB 4 ' ei i, ¢ — 2' FROM WALL O o — ¢`¢ Im 6• e. Ima vw 0 r vieRv cz4ov irx putiom by tr El zcaw aremv N o C7H (U IEO11Z m N U7 vzraoQ L Z a L 2 Rating o } w Z ao ao: Must have o nlnlnun clearance of 4 Inches n and the nIr handler per the State Ene y code. All duct has n r=6 Insulntlon value, m d J U) m m FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist A Form P405 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, e-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 (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). Energy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report(usually one page) 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® - USRCSB v5.1 4/25/2017 10:59:00 AM Page 1 of 1 DESCRIPTION AS FURNISHED: Lot 4, KENSINGTON RESERVE, as recorded in Plat Book **, Pages *** through ***, Public Records of Seminole County, Florida. (UNRECORDED) PLOT PLAN FOR / CERTIFIED TO: Ryan Homes/NVR Inc. RECORD COPY VE' (PER CLIENT) S TYINSTEAD .DRI KENSINGTON BOULEVARD (PER UNRECORDED PLAT) (PRIVATE ROAD)(80' WIDE) ADDRESS: S 89°4051 " W 1.00' NON -VEHICULAR EASEMENT 3798 HANWORTH LOOP 60.00' 70' UTIL. ESMT. — — — — — r — 7-1 — 34.43' LOT 4 I i 44.43' i 14.0' i Q LANAI 75.00' 30.0' 15.00' -- LOT 3 C4 1 F-• 0 1 ti. W to PROPOSED MODEL o LARGO VS - B J GARAGE LEFT A\C a 11.17' ENTRY 8 7' 1 4 15.00' -• o i 15.00' 21.3' Q 16' DRIVE 3 25.20' L 10.02' P.C.) 10' UTIL \ ry 0 COAIC k'4K ESMT \ HANHrDRTH L OOP (PER CLIENT) F* 7.5' DRAIN. ESMT, TRACT B r 1 7.5' DRAIN. ESMT. LOT 5 0 0 0ZONN; G DATEL -5-1 HANOVER LOOP (PER UNRECORDED PLAT) D=29038'3j PRIVATE ROAD)(50' WIDE) R= 95.00' L= 49.15' Ok to construct Single Family home with setbacks and C= 48.60' impervious area shown on plan. 28. 2 CB= N 69 lAY jo VS .ev, 3) 6--a,rASe LZ4 PROPOSED = FINSHED SPOT GRADE ELEVATIONS PLOT PLAN ONLY NOT A SURVEY BUILDING SETBACKS: AS FURNISHED PER DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS FRONT REAR = 20' Zr= PROPOSED DRAINAGE FLOW G O IMPERVIOUS COVERAGE = 2,064t SQUARE FEET OR 28.2% SIDE = 5' FOR 40' LOTS LOT GRADING TYPE B }5 QO LOT CONTAINS 7,326t SQUARE FEET SIDE = 7.5' FOR 60' LOTS LIVING AREA CONTAINS 1,353i SQUARE FEET SIDE = 10' FOR 75' LOTS PROPOSEDFINISHFLOORPERPLANS = 29.7' Q CONC/LANAI/PORCH CONTAINS 711 t SQUARE FEET SIDE STREET = 25' GR USE'NME'YE1R - SCOTT & A SA.,J OC. , INC. - LAND SURVEYORS LEGEND - LEGEND _ P PUT POL. POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F FIELD TYP. TYPICAL NOTES LP. NILIRON PIPE IRON ROD PAZ. P.C.L. POINT OF REVERSE CURVATLME tx COWOIIND CLIRVATIRE I. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE sIANUARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF CONCRETE MONUMENT RADIAL RADIALPROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER W-17 FLORIOA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, ROR10A STATUES SET I.R. SEI/2' 1R. •/HlB 4395 KR. NR. NON-RADIAL 2. UNLESS EdfBOSSED WITH SURVEYOR'S SICIUTURE AND ORIGINAL RAISED SEAT, THIS SURVEY AMP OR COPIES ARE NOT VALID. REC. RECOVERED W.P.POINT . WITNESSPO3. THIS SURVEY WAS PREPARED FROM TIRE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS PA& POINT OF BEGINNING CALL CALCULATED OR EASEMENTS TH4T AFFECT THIS PROPERTY. PAC. POINT OF COMMENCEMENT P.R.K PERMANENT REFERENCE MONUMENT 4. NO UNDERGROUND RLPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. N RLDCENTERLINE NAIL i DISK FF. FINISHED Flit K LINE ELEVATIONSETBACKLINE5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. RN RIfdNT-0OF-WAY H.M. ILKBENCHMARK HENCHlMRK 0. DIMENSIONS SHOWN/ FOR THE LOCATION OF UNPROVEATE4l5 HEREON SHOULD NOT BE USED TO RECONSR71/CT BOUNDARY LINES. ESMT. EASEMENT B.B. BASE BEARING 7. BEARINGS, ARE EASED ASSUMED DATUM AND ON THE UNE SHOWN AS EASE BEARING (B.B.) DRADL DRAINAGE 8. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL. GEODETIC VERTICAL. CAiWAH OF 1929, UNLESS OTHERWISE NOTED. UTIL CLFC. WDFC, UTILITY CHAINLINK FENCE WOOD FENCE 9. CERTIFICATE OF AUT ORIUTION Na 459& C/ D BL13CX OUSCALE I- i' - 20' DRAWN BYPr-: •+ TRITEUtEP. T. POINT OF TANCEHUY DATE ORDER No. DESC. DESCRIPTION CERTIFIED BY., R RADIUS PLOT PLAN 04-18-2017 1349-17 L DARC LENGTH DELTA REVSED STREET NAMES ONLY 05-12-17 C CHORD REVISED PLOT PLAN 05-24-17 2104-17 C. H. CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES NOT UE WITHIN THE ESTABUSHED 100 YEAR FLOOD PLANE AS PER FIRM' ZONE 7C MAP / 12117CO09OF (09-28-07) TOM X. GRUSENMEYER. R.LS. 1 4714 DAMES W. SCOTT, R.LS f 4801 12 LJJH d`J 6-j- J Js JL43DI V ISlo>J I-Aa- -0 P,r, p ` I RECORD COPY 1.0 V ur l ti 1 UILD,NC SA NFORD S W Al 17-1392 IM I II I II I LA I Transfer ducts/grilles sized In compliance with Florlda Residential I j Building Code - M1602,4 Balanced j Return Air, exceptions 1-3. Builder I I must provide unrestricted 1 Inch I I I undercut on doors to habitable I I I rooms, I - 6OdO HD- - I M" GSBAT ROM1 as 16'x12' 160 14x8 1i 8'i 412.6 lwcd 42X42 A/C SLAB a. 25 BYBLDRMIN8xlwc 2' FROM WALL QA Id1- 0 x r-0 CHM IN M I Zx{ YYq' u s 3" bath duct to roof cap w/ fan Nutone 696RNB e) 5u, 10x61wcd5' 3" bath duct 7' 4 F to roof cap w/ fan Nutone 696RNB HSOBOOY 4 r 3wx V- V as 4' dryer duct to roof cap w/ dryer vent bo 3" bath duct to roof cap w/ fan Nutone 696RNB 20x6 wall ra 45 1wcd 5 20x6 wall rag O WROOX 9 6 -61 105 efaa 10x6 1wcd TIM Must have a Minimum clearance of 4 inches around the air handler per the State Enegoy code. All duct has an r=6 insulation value. v s 0 epee e v O Cn `O Cn 4' 1 I e- a Maw O 18x18 rag 14x8 lwcd 220 S 1 85 . ON Ox6 Cj" cta 9, N m z O 6' U) o 1Ox6 lw 5 0 20x6' wall rag 305M 1 Tar I mom r e ab I I 20 I 1Me* I 3. 0 TON W/BKW @240V 1PH 504- W 18x13 plen platform by bldr scale 1/8'=1'0' V) z LLJ 0 L(-) LD CD O -- I z o) (4 Ln Q zMLL- Rating o V m w > z J Q m Q J O D Q Q: m EL JCf) 0 0 RECORD COPY 0 fl B 4451 ST. LUCIE BLVD FORT PIERCE, FL 34946 PH: 772-409-1010 FX: 772-409-1015 www.AlTruss.com TRUSS ENGINEERING BUILDER: RYAN HOMES PROJECT: KENSINGTON RESERVE COUNTY: SEMINOLE LOT/BLK/MODEL: LOTH / MODEL:LARGO V1 / ELEV:B / GAR L JOB#: 68273 MASTER#: XR5LG1 BL9 OPTIONS: LANA1::9-4 CEILING ber design values are in accordance with ANSI/TPI 1-2007 section 6.3 3e truss designs rely on lumber values established by others. RE: Job XR5LG1 BL9. Site Information: Customer Info: RYAN HOMES Project Name: Scattered Lots A-1 Roof Trusses 4451 St Lucie Blvd Fort Pierce, FL 34946 Lot/Block: Model: LARGO v1 Address: Subdivision: City: County: Hillsborough State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special ' Loading Conditions): ` pING Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.0 J\ Wind Code: ASCE 7-10 Wind Speed: 150 MPH EZ Roof Load: 40.0 psf Floor Load: 55.0 psf S= a O 2 This package includes 43 individual, dated Truss Design Drawings and 16 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet O"Pp'?, conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal # Truss Name Date No. Seal # Truss Name Date No. Seal # Truss Name Date 1 A0069893 FG02 4/27/17 13 A0069905 FL11 4/27/17 25 A0069885 CAA 4/27/17 2 A0069894 FG03 4/27/17 14 A0069906 FL12GE 4/27/17 26 A0069886 CJ2 4/27/17 3 A0069895 FL01 4/27/17 15 A0069875 A01 4/27/17 27 A0069887 CJ3 4/27/17 4 A0069896 FL02GE 4/27/17 16 A0069876 A02 4/27/17 28 A0069888 CA 4/27/17 5 A0069897 FL03 4/27/17 17 A0069877 A03 4/27/17 29 A0069889 CJ5 4/27/17 6 A0069898 FL04 4/27/17 18 A0069878 A04 4/27/17 30 A0069890 E01 4/27117 7 A0069899 FL05 4/27/17 19 A0069879 A05 4/27/17 31 A0069891 F01 4/27/17 8 IA0069900 FL06G 4/27/17 20 A0069880 A06 4127/17 32 A0069892 F02 4127117 9 IA0069901 FL07GE 4/27/17 21 A0069881 B03 4/27/17 33 A0069907 HJ2A 4/27/17 10 A0069902 FL08 4/27/17 22 A0069882 B03GE 4127/17 34 A0069908 HJ3A 4/27117 11 A0069903 FL09 4/27/17 23 A0069883 I B04 4/27/17 35 A0069909 HJ6 4/27/17 12 A0069904 FL10 4127/17 24 A0069884 CA 4/27/17 36 A0069910 HJ7 4127/17 The truss drawing(s) referenced have been prepared by Mi iek industries, inc. u Ltd. Truss Design Engineer's Name: Anthony Tombo III My license renewal date for the state of Florida is February 28,2019. NOTE:The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. SUperV.S.— y SUperV.S.— The suitabilityThesuitability and use of components for any particular building is the responsibility of the building designer, perANSI/TPI-1 Sec. 2. The Truss Design Drawing(s)(fDD[s]) referenced have been prepared based on the construction documents (also referred to at times as 'Structural Engineering Documents) provided by the Building Designer indicating the nature and character of the work. The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof Trusses or specific location]. These TDDs (also referred to at times as 'StructuralEngineeringDocuments) are specialty structural component designs and may be Atj Vt on, project's deferred or phased submittals. As a Truss Design Engineer (i.e., SpecialtyEngineer), the seal here and on the TDD represents an acceptance of professionalT Tom L engineering responsibility for the design ofthe single Truss depicted on the TDD only. The Building Designer is responsible for and shall coordinate and review the TDDs for compatibility with their written engineering requirements. Please review all TDDs all related notes. Page 1 of 2 A#A-1 ROOF TRUSSES A FLORIDA CORPORATION RE: Job XR5LG1 BL9 No. Seal # Truss Name Date 37 A0069911 J2A 4/27/17 38 A0069912 J3A 4/27/17 39 A0069913 J6 4/27/17 40 A0069914 J7 4/27/17 41 A0069915 M7G 4/27/17 42 A0069916 VM3 4/27/17 43 A0069917 VM5 4/27/17 44 STDL01 STD. DETAIL 4/27/17 45 STDL02 STD. DETAIL 4/27/17 46 STDL03 STD. DETAIL 4/27/17 47 STDL04 STD. DETAIL 4/27/17 48 STDL05 STD. DETAIL 4/27/17 49 STDL06 STD. DETAIL 4/27/17 50 STDL07 STD. DETAIL 4/27/17 51 STDL08 STD. DETAIL 4/27/17 52 STDL09 STD. DETAIL 4/27/17 53 STDL10 STD. DETAIL 4/27/17 54 STDL11 STD. DETAIL 4/27/17 55 STDL12 STD. DETAIL 4/27/17 56 STDL13 STD. DETAIL 4/27/17 57 STDL14 STD. DETAIL 4/27/17 58 STDL15 I STD. DETAIL 4/27/17 59 STDL16 I STD. DETAIL 4/27/17 Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. Page 2 of 2 Job Truss Truss Type Qty Ply A0069875 XR5LG1BL9 A01 Hip Girder 1 1 Job Reference o tional PAtRoofTrusses, Fort Pierce, FL 34946, design@altruss.com Ji 7-0-0 inrr.>c Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MITek Industries, Inc. Thu Apr - 10: :-, 2UP age I D:hA3xRN7kH8GY_sQsevncy2zOBnp-yvt8tYGzwdFNQGjmuxNjHeh6P7RUao_hkcC WYdzMI 17-7-7 23-0-0 30-0-0 5-2-13 5-4-9 7-0-0 Dead Load Dell. = 7/16 in I 27 28 IL 29 30 11 31 I" 32 33 ' 410 = 2x4 11 3x8 = 5x10 MT20HS-- 2x4 11 400 = 4x4 = 12-4-9 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.29 10-12 999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(TL) 0.72 10-12 498 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(TL) 0.13 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Wind(LL) 0.35 10-12 999 360 Weight: 164 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 2 = 2494/0-3-8 (min. 0-2-1) 7 = 249410-3-8 (min. 0-2-1) Max Horz 2 = 59(LC 9) Max Uplift 2 = 893(LC 4) 7 = 893(LC 5) Max Grav 2 = 2494(LC 1) 7 = 2494(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5140/1869, 3-20=-6367/2382, 20-21=-636712382, 4-21=-6367/2382, 4-22=-6367/ 2382, 22-23=-6367/2382, 23-24=-6367/ 2382, 5-24=-6367/2382, 5-25=-6390/ 2392, 25-26=-6390/2392, 6-26=-6390/ 2392,6-7=-5136/1867 BOT CHORD 2- 13=-1633/ 4652, 13-27=-1630/4668, 27-28=-1630/ 4668, 12-28=-1630/4668, 12-29=-2276/ 6390, 29-30=-2276/6390, 11-30=-2276/ 6390, 11-31=-2276/6390, 10-31=-2276/ 6390, 10-32=-1635/4664, 32-33=-1635/ 4664, 9-33=-1635/4664, 7-9=-1638/ 4648 BOT CHORD 2- 13=-1633/ 4652, 13-27=-1630/4668, 27-28=-1630/ 4668, 12-28=-1630/4668, 12-29=-2276/ 6390, 29-30=-2276/6390, 11-30=-2276/ 6390, 11-31=-2276/6390, 10-31=-2276/ 6390, 10-32=-1635/4664, 32-33=-1635/ 4664, 9-33=-1635/4664, 7-9=-1638/ 4648 WEBS 3-13= 0/ 504, 3-12=-738/2061, 4-12=-690/ 480, 5-10=-700/478, 6-10=-753/ 2092, 6-9=0/494 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL= 5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL= 1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6- 0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 893 lb uplift at joint 2 and 893 lb uplift at joint 7. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 269 lb up at 7-0-0, 123 lb down and 143 lb up at 9-0-12, 123 lb down and 143 lb up at 11-0-12 123 lb down and 143 lb up at 13-0-12, 123 lb down and 143 ib up at 15-0-0, 123 lb down and 143 lb up at 16-11-4, 123 lb down and 143 lb up at 18-11-4, and 123 lb down and 143 lb up at 20-11-4, and 240 lb down and 269 lb up at 23-0-0 on top chord, and 365 lb down and 119 lb up at 7-0-0, 88 lb down at 9-0-12, 88 lb down at 11-0-12, 88 lb down at 13-0-12, 88 lb down at 15- 0-0, 88 lb down at 16-11-4, 88 lb down at 18-11-4, and 88 lb down at 20-11-4, and 365 lb down and 119 lb up at 22-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1. 25 Uniform Loads (plf) Vert: 1-3=- 60, 3-6=-60, 6-8=-60, 14-17=-20 Concentrated Loads (lb) Vert: 3=-193( F) 6=-193(F) 13=-365(F) 9=-365(F) 20=-123(F) 21=-123(F) 22=-123(F) 23=-123(F) 24=-123(F) 25=-123(F)26=-123(F)27=-70(F) 28=-70(F) 29=-70(F) 30=-70(F) 31=-70(F) 32=-70(F) 33=-70(F) Briny Fleur llradlr rule fie f1F1 itle, S 3.RNE 11145E [AT AS W. mi t4dr`YAN a:[eWlikr We, Feat Mill pr.- r!,d ode, n Ns tress 6e y e-roil[ iA lk sdky 1,I kle:K horn. Saetdu Ul All " Md 14 Io0. my kUhtcaxlr dd seal k;e t Y .ocs k , la a t o,g Ey .. 1 Rk+f Iw led a seems cytru do p,>E - lAAgiae,rhy re:Fm:mntor th q, IOrr. y@ fy Be lop IF ne In 1. t. n y sytns, lkty doi sdrm Anthony T. Tombo III, P.E. ed node ter a7y kllay & i ral'11 d N 0wee, N 0- dk , Ayer ne kilw{ P zst. 1, ua Wd., lr'Id Ix Ilkb 1 wlleycd=ad lltl Ike yi:nl la I00 ee er fi.l! dtl t ss;'c7! ;tadw i q t 1 net ,spr 1 Y Fres Ififd 80083 BA 3e:lla{ 4 ayrx nA[AaAr.lw. so Mes".w, Its INWxx lren,A. Ir 61 sdton kill F(rR eel send ldrzdwa;l6pyelheddlR 1SB[A-deerd lo: yaxd Floor.In 114.1 or egee,Nlnief nd kandMlre.,@uye;.re,sk. pA n7e<r eAe ln,s Mmde:mn,nhss 4451 St. Lucie Blvd. ellm..israfiallr A: xnmlgrae rya Awrusa rydl FAfin lAnlyd.Ile Era,.hes.es Egn.-1-1 At w:heyUrsp..I-Sid.. hpne dnl ea.liiy. Sll:yodi!eF wr pe ndehed:e;nL Fort Pierce, FL 34946 opyright 1t164-I hoof busses Arthouyl.lonsmill,P.E.Itpmdomiemalthis dodumeat,inany form, ispmhililadwilham-he womenpermission from Alhofirosses Arahoryi.Inmhoill;P.E. Job Truss Truss Type Qty Ply A0069876 XR5LG1BL9 A02 Hip 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:35 2017 Page 1 ID: hA3xRN7kH8GY_sQsevncy2zOBnp-Q5RW4uGbhxND2PIySeuygrDK8XhFJNgryGy343zMYps r1-0-Q 9-0-0 15-0-0 21-0-0 30-0-0 31-0-Q 1-0- 9-0-0 6-0-0 6-0-0 9-0-0 1-0-0 4x4 = 3x4 = 4x4 = Dead Load Defl. = 5/16 in 3x6 II 3x4 = 3x8 MT20HS= 3x4 = 3x6 11 19-9-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.17 12-15 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(TL) 0.49 12-15 737 180 MT20HS 187/143 BCLL 0.0 * Rep Stress Incr YES WB 0.31 Horz(TL) 0.11 8 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MSH Wind(LL) 0.20 12-15 999 360 Weight: 129 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 30 *Except* T2: 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 8 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 74(LC 12) Max Uplift 2 = 357(LC 8) 8 = 357(LC 9) Max Grav 2 = 1260(LC 1) 8 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-950/0, 3-21=-2125/1139, 21-22=-2042/1152, 4-22=-2030/1168, 4-23=-1992/1196, 5-23=-1992/1196, 5-24=-1992/1196, 6-24=-1992/1196, 6-25=-2030/1168, 25-26=-2042/1152, 7-26=-2125/1139, 7-8=-950/0 BOT CHORD 2-12=-904/1872, 11-12=-1093/2204, 10-11=-1093/2204, 8-1 0=-91 6/1872 WEBS 4-12=-92/469, 5-12=-404/271, 5-10=-404/271, 6-10=-92/469 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 25-2-15, Interior(1) 25-2-15 to 31-0-0 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 lb uplift at joint 2 and 357 lb uplift at joint 8. LOAD CASE(S) Standard 9rniy Flnssgmyll. nner h5'! 110 kt,4Sfi sDITIMcDS'ON wwr lAK;SifDsd',krI.D.trtift hippse5das rrienivAa%, less Ce,pDrteuR!IDD, ad tle tdfnt 1.Ieak llt•P.f.lek n;si'en tetue re. Grlrsse7ir.ise:'ffetmtEt IDD,ufy NilSisrmsAd }leh 411kn Ek 7'DCpkrdl Is, lrn.51 j-.' spodyf.r as sl n30'r,"uds.—Ift dtdIs N1 yedtk;n1ti iy]d WIDE uly'.m In Anthony T. Tofnbo III, P.E. efftjTrssfirwn!rill,is D i 'i lin 4th0 d C Ammyee vh. 4D1 g On V.d, a De drlef d fsv ltc, he lIX mItsl 1' i mnd¢ui rill Re gpur,l 91se ME ni 4h-4 4,I ss. ird.ii} kaliq I en 11.1 nib ;1 d } iilitpa 3 80083 Me ri ltutD spu atifr!•rd .Allnl nMel'e1D iD^}sire-e 1la ulundtukddy(cix ISlep idd I'n x5g11Dkilrl rt SEGne•ds• ixpssd}i!». lfllizhees:ke•espasS,Imn ulknrsdtkla.,Da;...... F:4r:y:enr ne lnssgmhdne, nhss 4451 St. Lucie Blvd. eM. xiv dhmiNecwYM egae gnls wfas h,dl}e•ges insh4 lisiu Das.a [gad ish ltk w:uiyDes}ae_ i'rs,.r:kD hG n a'eyt'lla}Sll aredvd easdrrtdd rN rc.'PIL Fort Pierce, FL 34946 Re; rodnnion of this dotomem, in DDy form, is plDhibiled A•ithosttbt men permission from .ItI RDof Lusns- Anthony 1. lombo 111; P.E. Job Truss Truss Type Qty Ply A0069877 XR5LG1BL9 A03 Hip 2 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com A-0-0 5-7-14 11-0-0 4x6 11 11-0-0 4x4 = Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:36 2017 Page 1 1 D:hA3xRN7kH8GY_sQsevncy2zOBnp-uH?uHEH DSFV4fZ18OM PBM3mW5x7u2rD_Bwhdd WzMYpr 19-0-0 1 24-4-2 1 30-0-0 , 1-0-9 4x8 = 13 I 3x8 = 3x4 = 3x4 = 8-0-0 5-4-1 Dead Load Dell. = 1/4 in 4x6 II 0 c? 0 Plate Offsets (X Y)— 2'Edge 0-0-0J, [b'o-b-u U-Z-ut IS:toge u-U-ut LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.22 11-20 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.57 11-20 >628 180 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.09 9 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MSH Wind(LL) 0.16 11-13 >999 360 Weight: 145 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T2: 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-15 oc bracing. WEBS 1 Row at midpt 6-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 9 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 89(LC 13) Max Uplift 2 = 339(LC 12) 9 = 339(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1207/54, 3-22=-2239/1272, 4-22=-2220/1288,4-23=-1932/1079, 5-23=-1876/1095, 5-24=-1739/1094, 24-25=-1739/1094,6-25=-1739/1094, 6-26=-1876/1095, 7-26=-1932/1079, 7-27=-2220/1288, 8-27=-2239/1272, 8-9=-1208/54 BOT CHORD 2-13=-1063/2009,12-13=-787/1739, 11-12=-787/1739,9-11=-1075/2009 WEBS 4-13=-322/319, 5-13=-40/417, WEBS 4-13=-322/319, 5-13=-40/417, 6-11=-33/417, 7-11=-322/318 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 23-2-15, Interior(1) 23-2-15 to 31-0-0 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 339 lb uplift at joint 2 and 339 lb uplift at joint 9. LOAD CASE(S) Standard Ylmup flertertmegklp rzr M llfgr*iCSt^k 3 RIEWi A Jeg11I tlS (Jf'gxitLi`P; 118"B.ELSM:ei N•e re•.df k•ip pm7aaaeeaalew.e M left ge pr hcxip!IP.'; aitl tr0 pl f etc lg•rf le.—SWtdn _ U a.--,ddrne TED, off Ca maata plrtes:utl ke.a sa iLCMk rda krlrry gnrx hi a adfnh:swa rykY as r..pm:rtTy ma rs drstpdshcs rr<•trEndaaefocair,am Tfli takr3e Anthony T. Tombo 111, P.E. ed+s dA en killo k p islupAMC.ra, da d.m dhn 4ea ash Hiq hs a,ifie userdfie GCke IC 1°ss laal ttl&pedr at tP t. Ik eip calk Ng at at fieN r'tlet :s; iduagkal®y starye, ashl enww kay sta kkrt:fmialih,d a 80083 pe 411if hs pier 'ha:rhr tnea ssdxlikeigCM e pa.Sres Ipxaandta. kiW.q(greeeiSha Na na I(Sfipelh,ktht{ ISdU we itla dpmpeae. tnle eesae•a:ta:r,atahsasrtr;:,o:ta,'ktt h;r:w.eake loss u:akaa<r..arst 4451 St. Lucie Blvd. otla>nar dnt.anm sgae Berk ntnydpnmzs warsp. tkra,s Desa hp ss is rsrne hsip Uesipr'. t sfsle:.hp®e.ak, rsnrop. ul,flracd *ra, ke etdegnt,mt Fort Pierce, FL 34946 Copyright u 2018 A-i Auoi 6nssus Anthanyl.inmho1101 Raproduaim at this document, in noy form, is prohibitednithmnthe written permission h em A -I Roof husses- Anthony 1. lombo ill, P.E. Job Truss Truss Type Qty Ply A0069878 XR5LG1BL9 A04 Hip 2 1 Job!Refereryce optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com R, 4x6 II 10-6-8 6-6-3 Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:37 2017 ID:hA3xRN7kHBGY sQsevncy2zOBnp-MTZGVaIrDYdxHiRLZ3wQvGJbFLNXnIH7QaRAe. 4x6 11 4x6 I/ 3x4 = 3x8 MT20HS= 3x4 = Dead Load Dell. = 1/4 in 4x6 11 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.45 13-16 799 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.97 Vert(TL) 0.69 11-13 521 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(TL) 0.12 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Wind(LL) 0.31 13 999 360 Weight: 133 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 9 = 1260/0-3-8 (min. 0-1-8) Max Horz 2 = 104(LC 13) Max Uplift 2 = 358(LC 12) 9 = 358(LC 13) Max Grav 2 = 1260(LC 1) 9 = 1260(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1078/140, 3-22=-2249/1232, 4-22=-2230/1251, 4-23=-1926/1054, 5-23=-1846/1071, 5-6=-1532/1010, 6-24=-1846/1071,7-24=-1926/1054, 7-25=-2230/1251, 8-25=-2249/1232, 8-9=-1078/140 BOT CHORD 2-13=-1032/2017,13-26=-656/1532, 12-26=-656/1532, 12-27=-656/1532, 11-27=-656/1532, 9-11=-1043/2017 WEBS 4-13=-465/414, 5-13=-128/498, 6-11=-128/498, 7-11=-465/414 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-0, Exterior(2) 13-0-0 to 17-0-0, Interior(1) 21-2-15 to 31-0-0 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 358 Ib uplift at joint 2 and 358 lb uplift at joint 9. LOAD CASE(S) Standard a-1-14—Aa41, 6,%.n04t1111M 51 s r^,,uafllaass:oto-:.neISIONIIItEria9K.-crDim ;Krw..t,ma,,,, -: ,mrnt.'k:nIs, la:thsysea.arnm;wa#1sr y 1. Wh M,f.ti.n,r5W.W.,n:.Wr":..i,ratNmft. iMmat ititvkroaxnr rletr sidlar Nte ar OCI 4 dt Acetrns Rssia hj I:M!7&lims ae salaas'DT:rpe;als nsrglac tnr rrea:sned ap ee .;a:atnwxefesipd#seder tandnaet0a nir,aen ixl rxay. eyrie- wegadmns, sata,m Anthony T. Tombo III, P.E. m.uan w to-mi- # i rialmA#C•a,#Oex edn-arEnMMif ra:pae,n4<wa Nlna4ael f#weliklGgsefemrPi tlr9r dFfi faRateafiel! e'il r.ss;RMayhselagsleep,•sl oee tk d:le#rr,rnsiale)d = 80083 Ile ralGgO Te+-[ rJ AA ea stlNalk lC'mYx r¢c1m al p.edae.tlla EqS rGgc'aSa'rh Waseda ttSPiplRsathfaal sTiA e:enle• txpaxa pilm.lMleefiees6e rtsrnsi4i&iet of klusdlklio On prc,'in lk.ip ax rrc nilrtst &uaaaa vehss 4451 St. Lucie Blvd. enam:araeope,anacepeedp nriaeekalp msnnuN.lams[h.yereraeaise.rnel7uarhsipa, r-,.r:a:.[edeynuai m yw-.et ea;,a.esfenafnml. Copyrights 2dld4lRaol Trriss Anihnnq 1. iam5o iil; P.E. Remadonion of this document in any form, is prohibited wabootshe women permission. from A -I Roof Tress!,- Amboy 1. 10m5. ill: F.J.Fort Pierce, FL 34946 Job Truss Truss Type Qty PIY A0069879 XR5LG1BL9 A05 Common 5 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 4x6 II 10-0-15 Run: S.UZU a Aug 31 2016 Print 8.020 s Aug 31 cu 10 1- 1 art Indust ins, Inc,. , nu rip ID:hA3xRN7kH8GY_sQsevncy2zOBnp-MTZGVaIrDYdxHjRLZ3wQvGJ 15-0-0 1 22-0-1 1 __ 30-0-0 5.00 12 4x6 = 3x4 = 3x8 MT20HS= 3x4 = 4x6 11 Im 47:37 2017 Page 1 F77QaRA9yzMYpq Dead Load Defl. = 318 in LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.43 12-14 841 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) 0.80 12-14 451 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.39 Horz(TL) 0.10 10 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MSH Wind(LL) 0.14 12-14 999 360 Weight: 137 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1260/0-3-8 (min. 0-1-8) 10 = 126010-3-8 (min. 0-1-8) Max Horz 2 = 118(LC 17) Max Uplift 2 = 374(LC 12) 10 = 374(LC 13) Max Grav 2 = 1260(LC 1) 10 = 1260(LC 1) FORCES. (Ib) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-944/36, 3-23=-2207/1052, 4-23=-2068/1077, 4-5=-1996/1029, 5-24=-1909/1041,6-24=-1902/1054, 6-25=-1902/1054, 7-25=-1909/1041, 7-8=-1996/1029, 8-26=-2068/1077, 9-26=-2207/1052, 9-10=-944/36 BOT CHORD 2-14=-837/1966, 14-27=-486/1363, 13-27=-486/1363, 13-28=-486/1363, 12-28=-486/1363, 10-12=-858/1966 WEBS 6-12=-292/701, 8-12=-425/390, 6-14=-2927701, 4-14=-425/390 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 15-0-0, Exterior(2) 15-0-0 to 18-0-0 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plate(s) at joint(s) 5, 6, 7, 2, 2, 12, 8, 14, 4, 10 and 10 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) atjoint(s) 13 checked for a plus or minus 5 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 374 lb uplift at joint 2 and 374 lb uplift at joint 10. LOAD CASE(S) Standard Wrnbg Fleece thmtllrrme n llig ifmcsr5.'3 [C76lI tYSfiJ6r11115 dS'gYrfbT'rj.[CkCE.[[hM[krluo. tH,&tp proe.afrt ue rzf r W il.11-iorW, mane idlnfl T xrl, 11. fife: Saw kid. ri d! ^dl n T^MWt N'TO comntr glees Yll a. L..x oo u krda aear:,o.xprt t M[! n ra r''rgm:ms a er.,rcau an pdt-eri<es r..n, sllnmt, feeyadn,w*fildbda kBiltoll,vin THLPe t p:.. Imir fr im'nr Anthony T. Tombo Ill, P.E. Endo tlr emrrda n t eerndn,d err.lh ell— gl ee egednn faiu..fh F ,,le lade n n,ix 4141 1a,ir gcra Qe rr1 ryes idn rWg a.»e.d »,r ss:lee;u rkrdn Ix i rslc wH f re,l a r and = 80083 neL dmtr S}er ers (rahe.M ArM ssC raaLkir IMx peen (p ialmetdnrkW.q[ene. ISddr idu tron l(Spr IL G.l Irr. O.th d a eW:p dp x tnlie>ireser nsp.umlme, afaersdn w.,o.,p,.lessor,lp:y+e<tm ll.ssemtr.mx. 4451 St. Lude Blvd. rna.+IserefinelNe;xadrgcE epeen&h, al ptin krdt:d irate.. Eetp[rphen is L_IM fuA4q renpu_a anu.Mea [eS der!!rA(q. sll stMed.xxc ue es ddieH+'rn. Fort Pierce, FL 34946 oppight P1?I6AIi;ol ilosszs Anthony T.lamioill, p.E. &ealodurtinn of this document, inany form, is prohibited withounbe mitten pefnission from A l hof basses- Arthnoy E Tallish 111; V.I. Job Truss Truss Type city Ply XR5LG1 BL9 A06 Roof Special Girder 1 1 A0069880 Job Reference (optional) g Roof Trusses, Fort Fierce, FL 34946, oeslgnLaltruss.com Run: 8.020 s Aug 31 2016 Print: 8-020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:38 2017 Page 1 I D:hA3xRN7kH8GY_sQsevncy2zOBnp-gg7eiwJT_slovtOX7n RfRUrmZljTWbH HeEAjhOzMYpp1-0- 6-5-8 10-8-0 14-4-0 18-6-4 23-0-0 25-2-15 30-0-0 1-0 0- SIN 4-2-9 3-8-0 4-2-4 4-5-12 2-2-15 4-9-1 4 -0 4x4 = Dead Load Dell. = 7/16 in 5.00 12 1.5x4 4 5 4x6 = 6 1.5x4 II 7 T1 5 8 = 1-5x4 ,i 9 21 3x6 3 E - 3XC' o 10. 01 15 14 13 23 12 5x8 II 3x8 = 5x10 MT20HS= 3x8 = 6x6 = 400 = 10-8-0 18-6-4 23 O0-O 30-0-0 10-8-0 7-10-4 4-5-12 7-0-0 Plate Offsets (X Y)— j2:0-4-3,Edge] j8:0-5-12 0-2-8] 10:0-0-0 0-0-10] [12:0-3-0 0-4-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.33 12-13 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) 0.80 12-13 450 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(TL) 0.17 10 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MSH Wind(LL) 0.38 12-13 945 360 Weight: 159 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 *Except* T1: 2x4 SP M 30, T4: 2x4 SP M 31 BOT CHORD 2x4 SP M 30 *Except* B2: 2x6 SP 240OF 2.0E WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-8-0 oc bracing. WEBS 1 Row at midpt 6-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1835/0-3-8 (min. 0-2-3) 10 = 2787/0-3-8 (min. 0-2-5) Max Horz 2 = 86(LC 27) Max Uplift 2 = 557(LC 8) 10 = 984(LC 9) Max Grav 2 = 1835(LC 1) 10 = 2787(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1337177, 3-4=-3512/1084, 4-5=-3282/1066, 5-6=-3284/1058, 6-7=-5978/2086, 7-8=-5978/2086, 8-9=-5820/2076, 9-10=-5894/2095 BOT CHORD 2-15=-970/3156,14-15=-1633/5243, 13-14=-1632/5244, 13-23=-1805/5440, 12-23=-1805/5440, 10-12=-1838/5332 WEBS 4-15=-235/303, 5-15=-675/2207, WEBS 4-15=-235/303, 5-15=-675/2207, 6-15=-3010/1147,6-13=-464/1046, 7-13=-273/194, 8-13=-350/689, 8-12=-409/1381 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 557 lb uplift at joint 2 and 984 lb uplift at joint 10. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 290 lb down and 269 lb up at 23-0-0 on top chord, and 1544 lb down and 543 lb up at 21-4-12, and 365 lb down and 119 lb up at 22-11-4 on bottom chard. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (pin Standard Vert: 1-5=-60, 5-6=-60, 6-8=-60, 8-11=-60, 16-20=-20 Concentrated Loads (lb) Vert: 8=-193(B) 12=-365(B) 23=-1544(B) xah.g-rleetn.,.,gnq,a.a.ne•tno;E!rme;;rsf fe;sEe;elElEruse:rualneusfustaui•grs-r•;zfce_atau;lr e.o-:afaryep,>mr satl..,„a,e.,,eeyg. Ws, em.,rr. Trek Ir.rEle-mr,saWrW„-Erl,unra.l,erneenrtero.eel, ltihkfdaufu, dell tll .s dw nl.hgnl dd lselm,gesirn Eya f i.Mry Eegla !ram! ,rg gs ,poa .f:eg^nctdn, pd,:,aale l, w .nim n 7xd ko lne p,r lgenelaa @ai lnd In't"spu.iMr,, aeeg uw s..ertnu.m Anthony T. Tombo III, P.E. War ,f his T s,Isft, is th g slg11Na r.G.. OW.gxlnnt wll ga..pe,ia5e MI.dIs Rr,n,IxW1.1.1 W fis L Re "u'ddfi lag W tfi•d n Nis ,d.digtm7dr,, Wep,u9l f eh g hell da g lied 80f583Ztnereld4R1MtW'0 lgxlssN 1 Ik1gC fn pM edpulueseltk4iliei(rs{seeelS.t,lrld, etearlSpgllsktl Ir ! C.ir<de• tm;p, dg'1 a mli<r :n.e;gnsa.lidamisl,s,oe><:,;-h„oe.ige;.f.ee,eulwt,u.,n:<,,edh,s 4451 St. Lucie Blvd. nn.is aAaMNesx rM eg gnaY!Y4Ir I gat.s unle.i tall, Desg Egxait r'In k:Omg aengz ,xh's <,nea 1.1 ,NJfy Yl agfd dlar,madd.N hs'11I Copyright Z 2616 A hoai Busses ArthonyL Tonha HL F.F. &e,mduniae of this document. iaonv Wan. .isp,ohibiled wilhounhe wlines permssfaa ho.Al haof fiusses AA..y T. Toda':It P.E. Fort Pierce, FL 34946 Job Truss Truss Type city Ply A0069881 XR5LG1BL9 B03 Common 3 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design(Daltruss.com stun: S.U2u S Aug 31 zuib runt, u.uzu s Aug sl zuib Mi ek Industries, inc. Thu Apr cr i6:47-39 cu I r rayn I ID:hA3xRN7kH8GY_sQsevncy2zOBnp-IsglwGJ51AufX1 bjhUzu_hO6V83yFB3QtuwHDgzMYpo 1-0-0 6-5-8 10-5-0 14-10-9 21-4-0 ,22-4-Q 1-0-0 6-5-8 4-2-9 4-2-8 6-5-7 1-0-0 3 4x4 = 3x6 11 5x8 = 3x6 11 LOADING(psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014fTP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-8 oc purlins. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation raytrip. REACTIONS. lb/size) 2 = 913/0-3-8 (min.0-1-8) 8 = 913/0-3-8 (min. 0-1-8) Max Horz 2 = 86(LC 12) Max Uplift 2 = 274(LC 12) 8 = 274(LC 13) Max Grav 2 = 913(LC 1) 8 = 913(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-923/0, 3-19=-1433/735, 4-19=-1377/755, 4-20=-1127/598, 5-20=-1069/613, 5-21=-1069/613, 6-21 =-1 127/598, 6-22=-1377/755, 7-22=-1433/735, 7-8=-923/0 BOTCHORD 2-10=-560/1271,8-10=-583/1271 WEBS 5-10=-241/604, 6-10=-370/324, 4-10=-370/324 NOTES- 1) Unbalanced roof live loads have been considered for this design. 21-4-0 CSI. DEFL. in (loc) I/defl L/d TC 0.31 Vert(LL) 0.1710-13 999 240 BC 0.98 Vert(TL) 0.4410-13 576 180 WB 0.23 Horz(TL) 0.04 8 n/a n/a Matrix -MS 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-8-0, Exterior(2) 10-8-0 to 13-8-0 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 274 lb uplift at joint 2 and 274 lb uplift at joint 8. LOAD CASE(S) Standard Dead Load Defl. = 1/4 in PLATES GRIP MT20 244/190 Weight: 96 lb FT = 0% MawFitp-Fleas nemtkl.re.N.4te'1110'ItlScS;S'l';. Ed3A€tEWSfi::lpallldS fiIS10N ILT"r.!edC:il[a6LLifrlxe, !eAl iF•N pax,da; tei rat sesndes l•tn Centtacxup!IL aNne edawr 1. ttwa lN, rF tr'e ex r Saetedx m_Crnss dlaaxs'ttel en ne lGa.edt Nilsirt+tldes:Mlsee a s>tt iaCnkrd t. Asehtes0esig Eq.n;_.<pe:dry[etiear;. tlesnl It as!tG rrya::msmx;gfixedne prdiaitsala aarit3ie;7at: titsh :Et lesi ei tlrstl;e irc; lepiael at! IaC edp,aenml. ea:at nvnp n,, Isu ptdeias sdm.m Anthony T. Tombo III, P,E. ut.se Ih' far e'Vdki tle ' I!dded dx Crte. ad! utgedxtl L'u IN-p. iai'ndtdl411 Ile IX tlxl 1bflhgmd tR I fa "'malafla, Wallalihale n t. ,Irdrt p!s+tlary, slxept,udl I' att plad 1 ds .px Nlb,d wi 80083 nee,ugo:;euc2[edPlnededessr. tdKI'd IN it.,potai gal pZ-mndtaNita, 5-pwslSANhim I iMpa slat4 M. a do tWp- 9 Vidant. 1141tdmnkrultss61-.9W&s091osipx.-essskdp*.,a,, a I.ssumlt,Ma,oAt,' 4451 St. Lucie Blvd. ttln.ne atmdgt:xaWgkgttnxngq I pores mdr>i rar ,s Bes:a [gmxls fi.rtltk:unp ani ,aL.s,.ymc(gutxdmtzu.g. m:pad'.tt ix.., x. rtamttt+m.1 Fort Pierce, FL 34946 oppigd1 201b 41 [aal6rsses Arapoay C tanha ill; F.E. &earaduaian al this doorman!, in any Wan, is isr.hiAiled weheu!!Ae rrinen P"naissiaa ian.4.1 k of hm s- dathany 1. Lmh. 81: P.E. Job Truss Truss Type Qty Ply XR5LG1BL9 B03GE Common Supported Gable 1 1 A0069882 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:40 2017 Page 1 ID:hA3xRN7kH8GY_sQsevnc 2zOBnp-m2EP7cKjWTOW8BAwFBU7XvxKMYeh_gha6YfgmHzMYpn 1-0-0 10-8-0 214-0 22-4-Q 01 -0 10-8-0 10-8-0 1 00 4x4 = 3x4 24 23 22 21 20 19 18 17 16 3x4 5x6 21-4-0 21-4-0 Plate Offsets (X,Y)-- [2:0-2-3 0-0-4],[14:0-2-3,0:1 4,[20:0-3-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 14 n/r 90 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.00 14 n/r 80 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 14 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-S Weight: 110 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 21-4-0. lb) - Max Horz 2= 86(LC 16) Max Uplift All uplift 100 lb or less at joint(s) 2, 21, 22, 23, 19, 18, 17, 14 except 24=-111(LC 12), 16=-104(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 20, 21, 22, 23, 24, 19, 18, 17, 16, 14 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 21, 22, 23, 19, 18, 17, 14 except (jt=1b) 24=111, 16=104. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except LOAD CASE(S) when shown. TOP CHORD Standard 6-26=-91/250, 7-26=-83/254, 7-8=-116/322, 8-9=-116/322, 9-27=-83/255, 10-27=-91/251 WEBS 7-21=-128/264, 9-19=-128/264 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 10-8-0, Corner(3) 10-8-0 to 13-8-0 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 tlar.3-n@Sta@i4;x.;em at•i r_stmn;.csfs{uu^ac rctb[:ailsaco a:ns:dne sr[r's r;tDEa.rrem.r<a,ecp.uretty;c@tt r@rts:,uisnt.a tilc iv fsmciaa aflW:r,.rttruuacatcrt:e ,fi.t s.,5csrd@ eTa,at 4@@Ph -f1 ta. dt ;4'1 kx iDtpnid;f ! tr s"t y+,, etc t {tG'dlj.E¢e@ 3t 5PL,: a7iGD tx 1PY x;frtat M xe't - zf' H (. pwl3itryk Wb. hf PiRlfl. j1r{ tE iDDd ; InL tPN nwriau, Kee{stl btliV Anthony T. Tombo U1, U. mF tit itdd I .W @!f+:fGq !n ,{@,iYrq{I@ 4+ .nfs t,n rti,reNxtle tse r3 ipt piiPP t tk t.kP i'. R i db: dtr,,H n! i@yrrt,ddtl 1:0 f@@y'ied f xti,@ttbt midis{ S4tt Itbea med aq lkdEd tx tv@iN H.x S 86Q83t1001h. Rir@xEiY{ 1{i:n•Sd Sx AxtrDmfy r(Atit1@S, a£AlSA(b4 r4i({Mjt Biym .S55.ti idhtxm9klarir Dodd tsd $Rb tit lthtE@t41i 9PAC,1 diFt iY {iV4tl fltijfF.O i'..-@{!alStdct 3S fPfl}t:i(iiS DP :s b¢ W Ttt» Wtdntf.f6ff51 i9Stai:t{444tr3ii "'Co vel'wa v;tgj ttdr@'f id,t7t,ill, h'irt UpwI V 4, attir.fl pN T.tSS:NiiP!P,Rt#d@hs:tRj.. .!,¢¢jly:{{•t S: k4tl'{'Pi lrl l- 4451 St, :ur'P Blvd. Coppripti i818 A -I tact l;csxs-Anthem LlemEn 11{, F.E, itproduaian of rAisdonmanr. in anp Fs3r,ilpahibited.lbaul lhxwrit?tn geiminianfiom A-i ted lmci4s-Arldt p 1. tac6eiILP.E Pctt Nerce,FL 34946 Job Truss Truss Type Qty Ply A0069883 XR5LG1BL9 B04 Common 4 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:41 2017 Page 1 I D:hA3xRN7kH8GY_sQsevncy2zOBn p-FFonLxLM H n8NmKl6ov?M36TRnyINj5ZjLCPN IjzMYpm 1-0-0 6-5-8 10-8-0 14-1% 4-2-89 21-4-0 1-0-0 6-5-8 4-2-9 6-5-7 i1 4x4 = 3x6 11 5x8 = 3x6 1 10-8-0 Dead Load Defl. = 1/4 in Em 10-8-0 10-8-0 Plate Offsets (X Y)— 2:Edge 0-0-0] [8:Edge 0-7-8] [9 0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.17 9-12 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.98 Vert(TL) 0.45 9-12 570 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(TL) 0.04 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 94 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0, Right 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-11 oc purlins. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 8 = 852/Mechanical 2 = 915/0-3-8 (min. 0-1-8) Max Horz 2 = 95(LC 16) Max Uplift 8 = 245(LC 13) 2 = 274(LC 12) Max Grav 8 = 852(LC 1) 2 = 915(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-923/0, 3-18=-1436/748, 4-18=-1381/767,4-19=-1130/600, 5-19=-1073/615,5-20=-1073/629, 6-20=-1131/614,6-21=-1386/784, 7-21=-1440/771, 7-8=-954/65 BOT CHORD 2-9=-613/1274, 8-9=-607/1280 WEBS 5-9=-258/606, 6-9=-376/327, 4-9=-369/323 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0,Interior(1) 2-0-0 to 10-8-0, Exterior(2) 10-8-0 to 13-8-0 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=245, 2=274. LOAD CASE(S) Standard AiNus;. lour;xr zYy ltkSk>, fEli''E,A?tbt;W:{N?wi2ks(Cai`N:"tl*[tiiuutlrin-p Tnss C;q ao+roil@e; rad te 3tisra,l:eaia diaE FsksauSled ltlarc ne Ce-x4ia+,e mtat¢it4, ah widen lzpt[s %s a» bs tD it ,dd t,,iun'n:q Fqum; c, E:c n KKu c; sxs ice,xud,na e.r.rft:nd¢u—p ir.0 sa,d¢top*.W m.•6in i7atna,re. atria. itax,gsm:$I.:: { aa-.—W. btr4, Anthony T. Tombo Et;, P.E. rud in.Wc.i top si pass ere ,oc:w aSe •aywna %ewp squ,a zixnu x xduwy,t x;itL lmwp,d d nri;awt A die.a,.x q n up. ar dr:"M1, f."-'mttd ;i 80083 2e In 4ry e,irr wiraaanu.:asxls sdMmWi'b¢t [x Rives at ails aes#1M [m(t (,cyae sz+>-ti fr'ma#iu t(u pdiislxh. mS0.s arrftwiie J-drd—tA-'t:¢ms#rie;%x¢.a.aE,sni ttaesEkr Fross.n,g+r; iros 6+sa (q uae Frtnk slednx• ss 445E St..ue'e Blvd. asr„irkruets:;, m;v aaspua+r:netpria-.,md.'rr(rub+ptz;asxuNat<trirng:rtgw.«tss.pn ory aarmamq;;utac:,i;-.:as<ctrd'aiFia FortPerce,FL34946 opyrig%t £ tllbd-Ipaai lsrsses-Anikaay t. tambatll: P.E, Papiedad as a#IM1isda,amta,, is aey(t=..m,is pmkibitad s6a¢3 6e wdcea parmisrsa#cam A-1 laai lratzes-Anlhanyl.lart;Saltl; KE Job Truss Truss Type Qty Ply XR5LG1BL9 CA Corner Jack 6 1 A0069884 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:42 2017 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-jRM9YH M_15GEOUKIMcW bcKOfyMJbSbPtZs8xg9zMYpl 1-0-0 0-11-11 3x6 II 0-11-11 0-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) 0.00 5 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCOL 10.0 Code FBC20141TPI2007 Matrix -MR Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5 = 150/0-3-8 (min. 0-1-8) 3 = 10/Mechanical 4 = 5/Mechanical Max Horz 5 = 37(LC 9) Max Uplift 5 = 88(LC 8) 3 = 10(LC 1) 4 = 5(LC 1) Max Grav 5 = 150(LC 1) 3 = 12(LC 8) 4 = 11(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. LOAD CASE(S) Standard W.nuF Fixn hmgllrmkti Gx'LIIOD; rilSt3'SF;`I'.D[61A(li[YSi:JA6;11Dn5(OS':O4!'UjF;t(CAr.Milihrive. ieiG asip parkinsxl!xl xitx^d:Irest Ce!ip N'e!@2ata ne 4uT.wrl.Iw.k4;F.. N!nnn Six'tdren,. 6t1tts A-" x bx IUD, Wt git=.teaxeWr Fku sidluesea v 0041,'d:l Asel"!'Senp Egae,..Fnutlfgixs h nix Ag'D',;ep"sxhxu;ghndhi Fxn snnlesso:nuF «:wsat kn h•gx l¢ipd5e si.gDr irdd.eb•IgCrrU,xen iMl ix u;qr uuuilYeylxsuf uduhxc :anrii`m Anthony T. Tombo 111, P.E. nt ned Cry !xr k,4ky' nt gx'lirydh Orm, ka Crxi edw' -gri ne iwl/' FD ge,h'ir xrh do h hr l%aiiael i"Iligcr6 IIF F Rr ryF.. ldne NG xl NfirN srdflr fns;ikriigkulog srge, usnlunx xl kxsW hY •Fast irt!d a 80083 he GIlhg DniFar x[[rsVw•M nD xt ss-rde n: iD: rd Sx FnE!n.e liseelnn the N'd.g GcpreW SukFi, tpn us4 F<li.4t {F lfi Fsxa r!deer lEx paed Fntc, IRliefixsllr«gnsuD5n xgktnsdha Lns O:s'e,'ms k;iFr'sgxn a[t«ss Nsehtlnu xkn 4451 St. Lucie Blvd. dle•.ix «txl N r:xdwl.gadry ¢ nbe h al }urees nnheF Fx I s,. Deru Eghea is [ I de NHIy &sigw alas, 4cke fgw 4nr>rllig. N:gGdhN:na. xr x ddfal s 711. Fort Pierce, FL 34940 opyrightD 20I64-I paoi Uusses-Acihony LPcmha ill, P.F. Revadunim at this dommaaF: in any form, is piohititzd wifDout(Ae viinenperhisciar: ken A -I pcafUusnsAethony i.lumho al: P.E. Job Truss Truss Type Qty Ply A0069885 XR5LG1BL9 CJ1A Corner Jack 6 1 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8-020 s Aug 31 2016 Print: 8-020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:42 2017 Page 1 I D:hA3xRN7kH8GY_sQsevncy2zOBnp-j RM9YHM_15G EOUKIMcWbcKOg?MJjSbPtzs8xg9zMYpl 1-0-0 i 0-11-11 1-0-0 0-11-11 2X4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 5 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(TL) 0.00 5 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 5 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc pudins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.. REACTIONS. lb/size) 3 = 8/Mechanical 2 = 130/0-8-0 (min. 0-1-8) 4 = 1/Mechanical Max Horz 2 = 38(LC 8) Max Uplift 3 = 5(LC 12) 2 = 82(LC 8) 4 = 1(LC 1) Max Grav 3 = 8(LC 22) 2 = 130(LC 1) 4 = 15(LC 8) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 51 Refer to airder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2, 4. LOAD CASE(S) Standard 9eahq Flee genesklrrenew ke'l lig 'IBst3 si1J';a[[3Af I:tYsmulnvns:Js'DYr'IBi3'j+'JBB.B [M0. kfb .krdt de.'1 fa' nt xhtmrts hen her mtnn; cdn sAmyLf hl:,t 1 cr 5W.be., eu Gle:t Mlrri se sR1/ k rr9 elr Vw—sr,i e!e,te DDol rdl neBrrsDuiarer t Mr t m td r'u;.<ke:msswsc,eaora drs l re mlegt q .aasaitrykdxt -aaet s®dx rt hided melDDe p and rM B: a qe tr s lxs t to . as dr Anthony T. Tombo III, P.E. ul as dds ,a'mri.rtde g r 'sl1 dAng ,de Cwae oak a rek M Bnl! tDg to Irdlas 11 ht lIX Ilkl I It xg eW Nii i Rs tt fIA IDBmt •A heH tl r. s;'rde! Ik+elmy I, B II.I 1 dkne a rrlrttd 80953 1 Oed 1qD p ael m a aBaess a sWNW 1s Flt ti lm sdtkWi "Iq Isdblfi hxetsDt lB Wl 111 tSEA n of l[ Bm l{d ifll eefues k restea dln sut ABecd B.La., D. a nssD i4a *Be«reu ln. kah,krer roles, 4451 St. Lucie Blvd. i'! w nrdry+:eaaansgadepa lew4m 1181 ie ves i In BHre., Vi bit.. is[_r nt ji U,I iras,.rdex[.Ilan deerkal_ aB,mpt.W.4—indaWWamt- Port Pierce, FL 34 do e opysighl' i 27146-I Anoi Tnssns lns6ony t.lambo ill; P.E. RzDmddninr, at this docament. innny loan, ispsoh Eitad c1bootthorsinen permission hem 6-1 bofflissns- dslhaoyi. iombo;ll, P.E. - Job Truss Truss Type Qty Ply XR5LG1BL9 CJ2 Corner Jack 4 1 A0069886 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:43 2017 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-BdwXmdNcoOO5?evVwKlg8xzr?mfgB2e0oWuUMczMYpk 1-0-0 1-5-11 1-0-0 1-5-11 2x4 = 0-3-4 0-3-4 ' 1-5-11 1-2-7 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) 0.00 7 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -MP Weight: 6 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. lb/size) 3 = 25/Mechanical 4 = 13/Mechanical 2 = 139/0-3-8 (min. 0-1-8) Max Horz 2 = 43(LC 8) Max Uplift 3 = 15(LC 9) 4 = 13(LC 9) 2 = 109(LC 8) Max Grav 3 = 25(LC 1) 4 = 21(LC 3) 2 = 139(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=109. LOAD CASE(S) Standard Mctiy-flau mg3ltrz titx tllg`i1DSS8'k;i';, tF17,tt litJS 6:6DII1.`.fY:USIOYI"rgi"Y`j i(AC BtEDiLL:4('fi:e. trter tl, ,p w,m a.,m l kn 1— 163. Drteyih; of fit eLe' 1l Ill ;FLlewn;t Slier.Met- Erlttf ulntitt Wd m 4, lc4 -it AliLkrmsk+ rldts sll a,a d< DGwlt rd# h0ei Drsw F±tis .. i hEcl e:~ a aia qr tels r,,lWdmtcg l ah y n,, ti nlu itl i7sON lk*n ho d Ir IDO q ,fll rxi< p epzrs. l±drc{ tna me rit - Anthony T. Tombo III, P.E. atne [i NI' b. fkDi+§ w r -Dl'Ir dox DvsP, OraS A! 'ywe Re tallppD Ua. 'Fs wi It(Ik ltr Re IKe Itki 1"Ifq vW at llii tke pIa Bt f00 as of fi±llr f lit l..s.loMiq WN, I , - hl i' ±ka.q sp,i & a N rlit/ 80083 p±tt:llmr0ripers(saecM. All It, s± l 0 le± IDC ai the Fee- aigk.l I5e11Cgc ptntV It ifu 1' IfriipMW t, l.: us s&A wed t peil IM 10.,4, alaotsd lkl.,Dewp",.n110!!V T9 sa± at Incr Ynmhnr ahss eaetwlstafindlrt;etitxl at ev.rayal rlleslnd,ra lutr,sDespt aw'sh lnetam Dnl 4451 St. Lucie Blvd. sp 1 tqqpu,ttius,.tslea hpaa,>•arp tliq zll;eieded'wa;mss rdlsN s.'lI I. Fort Pierce, FL 34 46 opytighl 02d16 A IAno11,sties -Anthony 1. Icmboitl,P.E.&earoduni.-at this doculow, is my total, isplohihited withounhe wsiflen permission hen A-1 Root&uses- Anthony E. laalP.E. Ill, P. Job Truss Truss Type Qty Ply A0069887 XR5LG16L9 CJ3 Corner Jack 6 1 Job Reference optional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:43 2017 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-BdwXmdNcoOO5?evVwKlgBXzptmeVB2eOoWuUMczMYpk 1-0.0 2-11-11 1_0_0 2-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 4-5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) 0.01 4-5 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014(rP12007 Matrix -MR Weight: 11 Ito FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 5 = 19410-3-8 (min. 0-1-8) 3 = 69/Mechanical 4 = 28/Mechanical Max Horz 5 = 69(LC 12) Max Uplift 5 = 72(LC 8) 3 = 57(LC 12) Max Grav 5 = 194(LC 1) 3 = 69(LC 1) 4 = 51(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-166/256 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-10-15 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. LOAD CASE(S) Standard gW-n<e,,,!„,Ir°. Yuu tr.s s i o[Ysulcuss.uona rsow'rrrir rYeamnuYTl r•mcenw m, i r iea o:,aan e rst t, to •setw rt t - xd a to q - rucYtm:In,s lie s , m :act ter e_a rre ossEq r dyEi A air d sqn t aer ynx a r ai ws e:nt.xed ed! s=tb i°ra e 7oa It m Enr. c a r r : 4 s na, Anthony T. Tombo III, P.E. d ,eserwrkdi n r _l,r+ra,x a.-reege!°M s;u°ao.,°< nrc7ta a d zsl 1:u r,t;a aa. a psl ti mh°e.;nad a t. r.°aet rr 1, r +.t <k - naY - - qr7 m 80083 Ik iill°ia Cps ifr¢k'elw. to st s=. alu MtaC nlex pscia e[psl AlakWxi Crrpernt sef[ly l9u 1' tf5ftl la fetY f d kA . el thrim m ikx-7flledh de nspzs tries ui atl< d M! 1s.> aim. Ti F. Se eH+ur eee tnu Ntteh.gr°. wless 44511 St. Lucie Blvd. etl M,l awd ire OwiigeWepe:ewiQirt h it plies lndut. In Tins Wce lEll—is Ll lk a,u ., Qnpifp Les..rste° Er —f1,,lie;. 111;erad¢d-wa. ne¢dcfieel z'fl t. Fort Pierce, FL 34946 oprright(.21i1&A-I WealUoises Ar>boay i.Irm4oill: P.E. Bala im el this dacrim. inany form, is etohibod aAounhe wriVea¢etminmihem A -I iral Troses- Arthaay 1. Irmb 01`1 Job Truss Truss Type Qty Ply XR5LG1BL9 CJ4 Corner Jack 4 1 A0069888TJobReference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@al truss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:44 2017 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-fgUwzzNEZiWydoUhU1Y3hl5_09yJwVu91Ad2v2zMYpj 1-0-0 3-5-11 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.02 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) 0.02 4-7 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 12 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 83/Mechanical 4 = 44/Mechanical 2 = 205/0-3-8 (min. 0-1-8) Max Horz 2 = 71(LC 8) Max Uplift 3 = 54(LC 8) 4 = 36(LC 8) 2 = 145(LC 8) Max Grav 3 = 83(LC 1) 4 = 60(LC 3) 2 = 205(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-4-15 zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=145. LOAD CASE(S) Standard arei na+ryt¢aw.n um'1rs"5,'s::sssEr ur usa,ulnas.urowunr.t&XraEnu.araAt+.mrx -;a-r+l.e a;tr+r:err3+na.y ;,sn+ernttE €:r.<rrE,a.+s+ ra+< r+.,,amE n<raa€eintascnm2rdo +LGe N. t+ cere+ cc. a,aHes o:sgr IN k 4bj At Mr•[0,;pmuts atn" pft -x: hvp dlkI O,.r E a=s netoe n" ma, m-1, u e q+ . €a+i+s !n Ilhoy Anthony T. Tombo III, P.E. IhuTM _i+afire i, rh r Ii74 fkG hG s A! tec r !: 1lem0 .. 3 ad r+ft9 tt'ft S(aEt bl .YI'r el,Wtij_ rk+ry+lfn NO d yfirNs n i ;ad;Eiy n - lip. oi€ ar 80083 a;il o- g a l+T+:M !€€ r M Ito d rm +ltal € xu;E[1 hn A t rtsriltrEE r w} d a en r, rtnl { !a ae ,n+•,gawine,eda:Iwsni+.., rr,sa i „aRa+t s.nw..... s 4451 St. Lucie Blvd. tne yh+afm,!lr+.adrxf+gaery +w,Jul.+d} €iz, u++(sN to it :. Deca E+lux, isR rn r, Ilip eigw+,aLs r.ka.6rrcat +r e lfup ill,rynd ! a., nt+s ddiW ii41. fopyriyht 2916R19caiUmszs drthonyi.lomio'lI.P.E. limmiudin31 this domment, in any form s prohbilea wilhout the written permrssmn from A-1 Faof Trusses- Asthoay L i.mao ill: P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0069889 XR5LG1BL9 CJ5 Corner Jack 6 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-0-0 4x6 II Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:45 2017 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-7021AJOsKOepFy3tl l4J Eye4vZGgfy8JFgNbRUzMYpi 4-11-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.04 4-5 999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(TL) 0.07 4-5 846 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MR Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 5 = 268/0-3-8 (min. 0-1-8) 3 = 127/Mechanical 4 = 55/Mechanical Max Horz 5 = 109(LC 12) Max Uplift 5 = 77(LC 8) 3 = 98(LC 12) Max Grav 5 = 268(LC 1) 3 = 127(LC 1) 4 = 89(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-228/312 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-10-15 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3. LOAD CASE(S) Standard tNerzn;- Flns=tlersMlr rnn.tle'AIIG""itfi t"Xt.R';,n[R38tf.LM5fi JlTf qux(gI G4"49ft";A AAGi4Egi0i6T ka larf(k ip ls. Rrc`N reel art,n'tat hestktlg, Grzny!IP."; wd qt 4t6tyL[tF lf,ii le+c est5s 6eiaze c_LMltnatlet"se shlt[w Rs tLO. ult dlti< reran idl I tl'ctt! 4asatrru at,ige Ey m17[ga tl rg qmd celydtl En swele ug tiler (. ftldae cn er d;nb nttoae ie nt taa. C.e ge ErtiY•.-Ixinl hh. t'nr Anthony T. Tornbo III, P.E. ni est in tl 'wld' h i "1¢d&G .,kG aA! ' yeM itl•4U,l .7uMt q, dl.k K. & IK WAxd I mdlk lc Wli-t-Re R idii N@sL ug field tl i. -edef yhsxia i g I 1 eh kY knx .#ss l;lAA ^ 80083 geg9abyo p t(e eIx All xt s nub 1l it latie 1pti i cd IL. d g(qr. 1Wdrl —1. gS(Idi ut! r W5KA eei k elu p cgttl In furs M1e slee iMee ndi tsdH 1'ss es, rm[MSt n.—ett l• 4a Mre etlest 4451 St. Lucie Blvd. Nc. Ie«rdry r[.. egn®I .r r.unq i. wi le.I ittentl. Iler ,, Dra[rg'aas fs R,rms, utlgoe:i.«, 1.:,.y.nr [rgnt o.ms•,.u y. ill aindrtd.r., aze r:leheed s.mt- Fort Pierce, FL 34946 ayrtigM1t 2171641Raal Loss>fi-dnihony S, iam6a ill; 9.E. Rearadvnian althisdncument: inany form,isp[oh 6ifed wiihout fewritten fermistiorarere A-1 Taal lross:c Artonyl.h.h ilLF.E. Job Truss Truss Type Qty Ply XR5LG1 BL9 E01 Half Hip Girder 1 1 A0069890 Job Reference o tional awa,l I luaana. ruu mu'y ' r a uffa, uesiyntma rlruss.com 1-0-0 3-0-0 2x4= Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:46 2017 Page 1 I D:hA3xRN7kH8GY_sQsevncy2zOB np-bCbgOfPUSJ mgs6e3bSbYmAAHozciOM 1 SUU68zxzMYph 4x4 = 3-0-0 8-8-0 3-0-0 5-8-0 Plate Offsets (X,Y)-- 4:0-1-12,0-2-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.06 5-6 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.33 Vert(TL) 0.09 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.01 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 39 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-6-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 459/0-8-0 (min.0-1-8) 11 = 376/0-3-8 (min. 0-1-8) Max Horz 2 = 92(LC 27) Max Uplift 2 = 376(LC 4) 11 = 332(LC 4) Max Grav 2 = 459(LC 1) 11 = 376(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-743/637, 3-12=-664/612, 12-13=-664/612,4-13=-664/612 BOT CHORD 2-6=-606/657 WEBS 4-6=-423/463 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=15ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=376, 11=332. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 lb down and 192 lb up at 3-0-0, and 57 lb down and 65 lb up at 5-0-12, and 57 lb down and 65 Ib up at 7-0-12 on top chord, and 112 lb down and 118 lb up at 3-0-0, and 21 lb down and 45 lb up at 5-0-12, and 21 Ito down and 45 lb up at 7-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-60, 34=-60, 5-8=-20 Concentrated Loads (lb) Vert: 3=-24(F) 6=-38(F) 12=-11(F) 13=-11(F) 14=-17(F) 15=-17(F) ataxia}#In.t Mnuybrn..Ae'11y9:'taSe,i'P^, nFS3yE ilM36 JnGg'ai!a5igk i'Wi"1"SEdN 6[aaY;kr iwn. yerar hsga}a:x+>tms ut«el u alnaa;I•als&.iye Gsexiq(vj aa3tlaertiastL hzCa I.P:.Fe!rea:c Sur•telxa+sa-}al;ss dFx•u^datmke lCO, xL Nitti raaticr Pid adlkas ti,: hx L$t krdN.0. 1 gszF}h ! aFS Etyia: IN 'aG try ¢gAxe dh } Y asa iy 4k. ralsys:i he shyk ire hy]d q idC I au itil i:k P a}`k rymECa. :af ':Aa _ Anthony T. Tombo III, P.E. Wu nt xedR kildra ke yn }Im d9aC GeG >tlar eryvC h lal! ya agx,ia!ye ud rA" II tl N 1 ki I' Ifey WR-1. Ik ry,.l I rua ai&N tl i. -d 'a}txima 1 R- I s k A ,kdt ywsa Na6xJINya F E[aatra[hr yQa M' Ia:7DC IIlxy cl' dy N.l d6r lcid. q(xya ctihn ktu tba lli9y Yd keF E lixi d by tlyi8 .iPFI de •[syrssdines aad6.fiasdh La„0• .nys& y ng'eao eae irss kauh::Mes Weis = 800$3 a#k s ur aaya:alnmM eyarw.why.lp ssh,ao-.a.iaai„oa.ga[a3-:Rr#kFNigoa::tea i,..tmsEay aa.:a.,lhay.al:eyad.atsr,ataa:hnadr.mt 4451St. Lucie Blvd. Fort Pierce, FL 34946 opyrightZ206Al LafTm— drahooy i.I:m4o itl: P.F. Reptodudur at ihis doinment in ony farm,is ptohihitxd withnnt!hew#ittenprlmissian ftnm 4-I &cai itnss:c Arfhoey Ll_mco Il; i.E, Job Truss Truss Type Qty Ply A0069891 XR5LG1BL9 F01 Hip Girder 1 1 Job Reference (optional) T k I d t' L,,. Tti„ e... trre7-d7 inn p=11 Al Roof Trusses, Fort Pierce, FL 34946, design@.caltrussom tun: 8.020 s Aug 31 2016 Print. 8.020 s Aug 31 2016 MI e n us ries, ID:hA3xRN7kH8GY sOsevncy2zOBnp-3P92b?Q6sdu) 5-6-0 ' 1-0-0 Dead Load Deft. = 1/8 in 4x4 = 1.5x4 11 t.bx4 11 """ — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.13 7-8 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) 0.18 7-8 958 180 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix -MS Weight: 51 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins. BOTCHORD Rigid ceiling directly applied or 5-0-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 1012/0-3-8 (min. 0-1-8) 5 = 1012/0-3-8 (min.0-1-8) Max Horz 2 = 35(LC 32) Max Uplift 2 = 703(LC 4) 5 = 623(LC 4) Max Grav 2 = 1012(LC 1) 5 = 1012(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-2164/1458, 3-15=-2022/1417, 4-15=-2022/1417, 4-5=-2164/1465 BOT CHORD 2-8=-1339/2004,8-16=-1349/2022, 7-16=-1349/2022, 5-7=-1338/2004 WEBS 3-8=-132/314, 4-7=-145/314 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=703, 5=623. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 244 lb down and 287 lb up at 5-6-0, and 80 lb down and 104 lb up at 7-0-0, and 244 lb down and 287 lb up at 8-6-0 on top chord, and 144 lb down and 135 lb up at 5-6-0, and 59 Ito down and 82 lb up at 7-0-0, and 144 lb down and 135 lb up at 8-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 9-12=-20 Concentrated Loads (lb) Vert: 3=-193(B) 4=-193(B) 8=-133(B) 7=-133(B) 15=-80(B) 16=-52(B) Ba,Riaj fl>tsa denaJlrrara _d AItt1` IDSr I E EkSli I G4 8 J9m1i, Jf OM "!US r kDp'd fDDR YT 6, . f Alte qe ey ' •e t 2 R i 6 p Da'.ig; said !a4 pl [ a Ir,i Ye'^ i d- L I 7 ise sell ft r D ff rides maGd! ,9dlk i8 d..DCak dt A earn, D.xb4 }s.ukr Etp d ri[ yses tnpisa dde{a's H a3 Y-h4.kl 3addesa;ki 1 p a iDG li i iHl r a qe - n{h+r kai 1 let t m Anthony T. Torr:bo III, P.E. s dY+ ss 4*.lr Din da p io.lei ddwD ,M Dwxr uM hgra'. M tntlaa0 ,ad ud trf ii d id Iki 1 Il ay<r at iF l_R pp..fe'd m0 ! ffial! d i. ;adtagk lay I ! It dsaat/ ld,l # p ligd a 80087 de Da ll D squad hahe Ailttl s: aelrc iS+10 tM latr Ig ert dMa kii S(cpxvl Ssf[Ir ideraetmn p(SPl it etY 1. e!s&A eid t;a Y? ppi! itfi afimz daregws',anlnn n!&deed lklsev D.s a,.n sk..rc e;abrea eu less 9nefelan. Hies, 445t St. Lucie Blvd. atle wis. afiz3Ha:eenxlRiedry aw pasko:l pem sasetsN int., &sxe. [apisalsk lde h.lin; Denpaa_ iras r;ten.hp..tmPiliq, 111 siad.ai Na.. aae ldaN .r.'il1. Fort Pierce, FL 34946 CopyrightD 2014A IAaaflnsse, Anthony 1. tambo ill; P.E. ReproduaLn al this docomem,in any form, ispnh tiled withouvhe-liven permissien Gom 4 I R-WIFressas Anthnyf.lamb0I-?,L Job Truss Truss Type Qty Ply XR5LG1BL9 F02 Common 2 1 A0069892 Job Reference (optional) 1 Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:48 2017 Page 1 I D:hA3xRN7kH8GY_sQsevncy2zOBnp-XbjQpLQldxON6PnSjtdOrbGaonG Wsl GlyobF2pzMYpf 1-0-0 7-0-0 14-0-0 15-0-0 1-0-0 7-0-0 7-0-0 1-0-0 4x4 = Dead Load Defl. = 1/16 in rch 0 3x4 = 1.5x4 11 3x4 = 3-4 i-u-u 6-8-12 13-8-12 6-8-12 1 -0 0 3 4 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.13 6-12 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(TL) 0.11 6-12 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 49 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-2-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2 = 620/0-3-8 (min. 0-1-8) 4 = 620/0-3-8 (min. 0-1-8) Max Horz 2 = 43(LC 17) Max Uplift 2 = 409(LC 8) 4 = 324(LC 8) Max Grav 2 = 620(LC 1) 4 = 620(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-880/1270, 13-14=-819/1275, 3-14=-819/1286,3-15=-819/1286, 15-16=-819/1275,4-16=-880/1270 BOT CHORD 2-6=-1111/777, 4-6=-1111/777 WEBS 3-6=-494/274 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-0-0, Exterior(2) 7-0-0 to 10-0-0 zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=409, 4=324. LOAD CASE(S) Standard Wrrtirg-FI tlaaNhane tle'FI@Y'tt:e,i,'},,E63L IJ.48;DshO.;Jf'DM rbSX'.IR'.SEEIoMEki'h:alydtk r gas,rcssrN rw/rderudls trox g Urcrug,,P4",.zrd Beam JCkrk P;l irf u:aiu¢6dae -DAe,s etlH:urElelutk tGD, ulr N1,teemMtr gldes still eu: N<iek a.A [r,s0sttt iiw g tyE{iaz` tl .wl e2eS'Dv qn d .egtmedYap dr-.Irgia 83 7++-dddr k"k ks gadele;ieglei ka 1+-0 Ia1DC Yt ai iHl[ kye ai+. kit; d5. .ai ):dg at nedtl k FU Be g '1 .1% Iko "wkr -rgre q: ww D'",n Ne ari dik iF, Be i7 ar 1.1 i lhq"d rE T'i B. .. Is'Be rDO ae f.ld Bi -.d,ab M[7 iw tlh eh sad:kCs Anthony T. TOff160III, P.E. Zt a n D } lus f lnp d 80083BeBrIlkgDrgert[akrb Gq al s deBeID ad ga[H - !p I ,dhe k'.i.1 Mel Sdctr W. r F[SF)gelk kl ht. 3 i[g efre tic. ; f iP6l educe Be ezgasDahnes ra! Assd81 ., D,xgs; Bess k; i, egiuer ea lass Yaeh.hra..9en g451 St. Lucie Blvd. rerwnsafwra lrr:xh¢IgradqurwragWelg lei ndsd la rr De. [agauis k'itk {.INinDesigra Las. r:kz Ergu.,o. rpa m'u}Sil uiod !- ne rs deN 1'r.'ti t. Fort Pierce, ci Blvd. egyrightV 20166-1 kao{f'Ussei Arthoeyi.hmioi1016 mdurtxuithis dowrow,iotry form, is pmhbited eahout?he written Permission from A-Ii.oEimssas-Acthooyi. 34946 Pcmaoiil, P.E. Job Truss Truss Type Qty Ply A0069893 XR5LG1BL9 FG02 FLOOR 1 3 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:48 2017 Page 1 I D:hA3xRN7kH8GY_sQsevncy2zOBnp-XbjQpLQldxON6PnSjtdOrbGXynAGs60lyobF2pzMYpf 2-5 4 4-6-12 6-8-4 8-7-8 11-6-0 13-5-4 15-6-12 17-8-4 20-1-8 2-5-4 2-1-8 2-1-8 1-11-4 2-10-8 1-11 4 2-1-8 2-1-8 2-5 4 1.5x4 11 3x8 = 1.5x4 11 3x4 = 3x4 = 1.5x4 11 5x8 = 1.5x4 11 13x10 = Dead Load Defl. = 5/16 in 3x10 = 10 4x4 11 4x10 = 700 MT20HS= 3x8 = 2x4 11 2x4 II 3x8 = 2x4 11 4x10 = 4x4 11 PARG1 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1,00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC20141TP12007 LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SP No.3 `Except' W1: 2x6 SP No.2, W2: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20 = 5603/0-5-0 (min. 0-1-9) 11 = 4977/0-3-8 (min. 0-1-8) Max Grav 20 = 5603(LC 1) 11 = 4977(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-4014/0, 1-2=-9710/0, 2-3=-9710/0, 3-4=-22266/0, 4-5=-22266/0, 5-6=-25477/0, 6-7=-22161/0, 7-8=-22161/0, 8-9=-9798/0, 9-10=-9798/0, 10-11=-4031 /0 BOT CHORD 19-20=0/1030, 18-19=0/18077, 18-21=0/17981, 17-21=0/17981, 17-22=0/25477, 16-22=0/25477, 16-23=0/25477, 15-23=0/25477, 15-24=0/25477, 14-24=0/25477, 14-25=0/18030, 13-25=0/18030, 13-26=0/17927, 12-26=0/17927, 12-27= 0/1101, 11-27=0/1101 WEBS 1- 19= 0/9430, 3-19=-9145/0, 3-18=0/1430, 3-17= 0/4682, 5-17=-3906/0, 5-16=0/1417, 6-15= 0/1470, 6-14=-4018/0, 8-14=0/4494, 8-13= 0/1542, 8-12=-8929/0, 10-12=0/9448 1-12 CSI. DEFL. in (loc) I/deft L/d TC 0. 71 Vert(LL) 0.5915-16 402 360 BC 0. 77 Vert(TL) 0.9115-16 260 240 WB 0. 89 Horz(TL) 0.09 11 n/a n/a Matrix -MS NOTES- 1) 3- ply truss to be connected together with 10d 0.131" x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE( S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0- 0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 845 lb down at 0-2-12, 841 lb down at 2-6-4, 841 lb down at 4- 6-4, 841 lb down at 6-3-12, 841 lb down at 8-3- 12, 841 lb down at 10-3-12, 841 lb down at 12-3- 12, 841 Ito down at 14-3-12, and 841 lb down at 16-3- 12, and 841 lb down at 18-3-12 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE( S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1. 00, Plate Increase=1.00 Uniform Loads ( plf) Vert: 1- 10=-100, 11-20=-10 Concentrated Loads ( lb) Vert:20=- 845(F) 19=-841(F) 1 8=-841 (F) 21 =-841 (F) 22=-841 ( F) 23=-841 (F) 24=-841 (F) 25=-841(F) 26=-841 ( F) 27=-841 (F) 20- PLATES GRIP MT20 244/ 190 MT20HS 187/ 143 Weight: 326 lb FT = 0 perciag Flw, anmullerva AItCx'tl 'Si 4';. e[K:iA€I EMS A.JYg%Yi $g4 t!n r [R a E[wa Al'h .! hf fe pw. .dt aaE' Iwo 'k 1 ANa y [Ef; won AilAwr g.fwtt ilita[raamaa glda. stllw Ek.'Ft IX.'k![ra S Asein:, Oas>aEF .r:i .., .Fnrcky Fy'ees rnes asv[iC rlrtsdswaeylaxt dli'grbt..iawlegia iyr..,:67h z. Ne laE d sngle n..fg3:I tx Ia:ICG n!t. aen iFll t:u ge as. ®pu_ku z[ a(o c ttsa`::h Anthony T. Tornbo III, P.E. n dh .' a an try - ne si isldsdb Crr e-, b. Cwxe Ag rzee agn'rrk &umg g"y ,fad Ataftia %o ne l%Mikf f' .Ilrefcd=Wr 1. R k Izr lUg ev wa h:lE", "'T.,iad;E agt dci. i g t t ik - 'a! 1 n. g 4ldrd :H 80083 n, so 11 sgD i ar .a [aria,nr. all.ales sr adatNiCC eH'6z grehra (r[gaesdtr°. kdlgtuu[Isantr L•Euxdam.Elfpg el.hti laW kf d tagexa paiav tiFtidmna'esgaxs:klrus saEo:nesdn.L>..g:s..as.i s6.ga:w'eear ws l'ss.!kefi.Mer; edess 44511 St. Lucie Blvd. ene:wis. aafv.9ha[xax'esred span mrsc 1, a!p..lin m6>i. In Wil D":. [,;- 1, 0 1, s,uiag Ces!gw..Io'i SO. bonr eq a1:9.qFort Pierce, FL 34946 pf,ightd 20169- I Raaif,r;sec AathonyLfamha!10.E. Rt;rodaniar: altpisdacament,!n onytorm, is proh Eilxd xighoat'he wtitEenpermissian [rtmA i Real T-m FethonyLTamha!LF.E. Job Truss Truss Type Qty Ply XR5LG1BL9 FG03 FLAT GIRDER 1 2 A0069894 Job Reference (optional) Y= =„y„Va r u uaa.wm Run: a.uzu s Aug a I zu to t-rinu a.uzu s Aug si zu-ib mi I ex Inoustrles, Inc. 1 hu Apr 2/ 10:47:49 2017 Page 1 I D: hA3xRN7kH8GY_sQsevncy2zOBnp-OnHpOh RNOE8EjZMeGa8FOooiiAX4biiuARLpa FzMYpe Q-S-$ 4-10-4 7-1-8 9 4-12 11-9-11 14-0-15 16 4-3 18-7-8 21-2-8 5- 4 4-12 2-3 4 2-3 4 2-4-14 + 2-3-4 2-3 4 2-7-0 Dead Load Defl. = 314 in 3x6 = 46 = 3x6 = rx-lu MIZulyZ5-- sx4 = zx4 II 2x4 II 3x4 = 3x4 = 3x6 = 4x6 - 4-10-4 7-1 1-9-11 14-0-15 21-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.30 16-17 841 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) 1.02 16-17 244 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.28 Horz(TL) 0.12 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MSH Weight: 230 lb FT = 0% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP 240OF 2.0E WEBS 2x4 SP M 31 *Except* W1: 2x6 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 21 = 2554/0-7-4 (min. 0-1-8) 12 = 2554/0-7-4 (min. 0-1-8) Max Horz 21 = -39(LC 6) Max Grav 21 = 3005(LC 2) 12 = 3005(LC 2) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-347/0, 1-2=-542/0, 2-22=-6294/0, 3-22=-6294/0, 3-4=-11588/0, 4-23=-14308/0, 5-23=-14308/0, 5-24=-16117/0, 6-24=-16117/0, 6-25=-14282/0, 7-25=-14282/0, 7-8=-11105/0, 8-9=-11105/0, 9-26=-6307/0, 10-26=-6307/0, 10-11=-542/0, 11-12=-350/0 BOT CHORD 20-21=0/6294, 20-27=0/11061, 19-27=0/11061, 18-19=0/14308, 18-28=0/16117, 17-28=0/16117, 17-29=0/16117, 16-29=0/16117, 16-30=0/16117, 15-30=0/16117, 14-15=0/14282, 14-31=0/11105, 13-31=0/1 1 105,12-13=0/6307 WEBS 5-1 8=- 1 957/0, 2-21=-6191/0, 4-18=0/715, 2-20=0/1752, 4-19=-3028/0, 3-20=-5158/0, 3-19=0/1492, 10-12=-6205/0, 6-15=-1986/0, 10-13=0/1766, 7-15=0/713, 9-13=-5190/0, 7-14=-3436/0, 9-14=0/1386 WEBS 5-18=-1957/ 0, 2-21=-6191/0, 4-18=0/715, 2-20=0/1752, 4-19=-3028/0, 3-20=-5158/0, 3-19=0/1492, 10-12=-6205/0, 6-15=-1986/0, 10-1 3=0/ 1 766, 7-15=0/713, 9-13=-5190/0, 7-14=-3436/0, 9-14=011386 NOTES- 1) Special connection required to distribute web loads equally between all plies. 2) 2-ply truss to be connected together as follows: Top chords connected with 1 Od (0.131"x3") nails as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 2 rows staggered at 0- 2-0 oc. Bottom chords connected with 10d (0.131 "x3") nails as follows: 2x6 - 3 rows staggered at 0-2-0 oc. Web connected with USP WS6 screws as follows: 2x4 1 row at 0- 9-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or B), unless otherwise indicated. 4) Wind: ASCE 7- 10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5. Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1. 60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Load case(s) 2, 14, 15, 16, 17, 18 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 11 lb down and 29 lb up at 2-5-4, 7 lb down and 21 lb up at 3-0-0, 7 lb down and 21 lb up at 5-0-0, 7 lb down and 21 lb up at 7-0-0, 7 lb down and 21 lb up at 9-0-0 7 lb down and 21 lb up at 10-7-4, 7 lb down and 21 lb up at 12- 2-8, 7 lb down and 21 lb up at 14-2-8, 7 lb down and 21 lb up at 16-2-8, and 7 lb down and 21 lb up at 18-2- 8, and 11 lb down and 29 lb up at 18-9-4 on top chord, and 10 lb down at 2-5-4, 9 lb down at 3-0-0, 9 lb down at 5-0-0, 9 lb down at 7-0-0, 9 lb down at 9-0- 0, 9 lb down at 10-7-4, 9 lb down at 12-2-8, 9 lb down at 14-2-8, 9 lb down at 16-2-8, and 9 lb down at 18-2-8, and 10 lb down at 18-9-4 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live ( balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 12-21=-20 Concentrated Loads (lb) Vert: 8=-2(B) 18=-9(B) 2=-3(B) 4=-2(B) 20=-1O(B) 19=-9(B) 3=- 2(B) 1 0=-3(B) 15=-9(B) 13=-1O(B) 7=-2(B)14=- 9(B)22=-2(B)23=-2(B)24=-2(B) 25=-2(B) 26=- 2(B) 27=-9(B) 28=-9(B)29=-9(B) 30=-9(B) 31=- 9(B) Trapezoidal Loads (plf) Vert: 1 =-1 85- to-24=-255, 24=-255-to-1 1 =-1 85 2) Dead + 0.75 Roof Live (balanced) + 0.75 Attic Floor: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 12-21=-20 Concentrated Loads (lb) Vert: 8=-2(B) 18=-8(B) 2=-3(B) 4=-2(B) 20=-B(B) 19=-8(B) 3=- 2(B)10=-3(B) 15=-8(B)13=-B(B) 7=-2(B) 14=- 8(B) 22=-2(B) 23=-2(B) 24=-2(B) 25=-2(B) 26=- 2(B) 27=-8(B) 28=-8(B) 29=-8(B) 30=-8(B) 31=- B(B) Trapezoidal Loads (plf) Vert: 1=-234-to- 24=-295, 24=-295-to-1 1 =-234 14) Dead: Lumber Increase= 0.90, Plate Increase=0.90 PIL metal=0.90 Cononuea on page 2 Uniform Loads (plf) Ifu«.r-rimsf tl. mtllranab Al[0' i 5.'f FK9U IEULS JkG II.:KS _JS'gk ib4 r`Lkk1&:ErSYEFFi«m Fetrt tt.gnaz«nd«, «K •ed een ".nr Cen;a Urtrmy[Ir;; mine Krh rlr kR i,. hlgw'. SxnEn«e a,1 0-1.Pali nIg 1, xitiis;ca«t1n¢ I' m. tt riakt tk- 1 r.a-,, r .Arhtbw n nagt,-I nsme srn«,dn rd m.clegn _r nnnk.Aa! p i si.tk'r i;y b.IDG II «a«tfll ibu r mrr tees r.utn 7ai:in ra.. tl. r .arnan,c sin a.,s xt«.i.prane [ale ru P,, nrrrou ne ltt«u«I rie.gs.i,wrrii rr. .d nmg i rfi d nr -e.iy Eml l«q, n'.r f. ar£ _r Ima Anthony T. Tomb80083 III, P.E. All .1,, 1,,m4 n<ID lraru'i 1pur. nr ka[ Wr Isdn, lim 1. 61,IiE.kif,r .r SEA nr« it«y «4pa .ml ur«: n'mm. ti'h"'dfasa Eei .su:s:rr;.ss. A?.:p ss««e I.-ss«.nf««. Mus '. = 8008? m:as,«mfk3[«hm. g pn vmsk.niprr n,.is.ft«tr,on<.E.yrcr:k.tmt,:lemt0np«.«trn:_0.[.f1..V«r«,u14iff k«,«earthadl. 11. 4451 St. Lucie Blvd. Fort Pierce, FL 34946 rppigktJ 2d16 R IAarflsrss=s-Arahrrpi. i;mgo AL P.E. Rtasrdudiar u0disdasrment, in rnyfrsm, isprrhi6iszd xaAort he writtengermissirc hnm 4 l Aeci lErssas-Arthrrfi. iem5r sll: P.E. Job Truss Truss Type QtI Ply A0069894 XR5LG1BL9 FG03 FLAT GIRDER 1 2 Job Reference o tional Al Roof Trusses, Fort Pierce, FL 34946, designCcOaltruss.com LOAD CASE(S) Standard Uniform Loads (plf) Vert: 12-21=-20 Concentrated Loads (lb) Vert: 8=-2(B) 18=-3(B) 2=-3(B) 4=-2(B) 20=-3(B) 19=-3(B) 3=-2(B) 10=-3(B) 15=-3(B) 13=-3(B) 7=-2(B) 14=-3(B) 22=-2(B) 23=-2(B) 24=-2(B) 25=-2(B) 26=-2(B) 27=-3(B) 28=-3(B) 29=-3(B) 30=-3(B)31=-3(B) Trapezoidal Loads (plf) Vert: 1=-220-to-24=-255, 24=-255-to-1 1 =-220 15) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 12-21=-20 Horz: 1-21=31 Concentrated Loads (lb) Vert: 8=16(B)2=21(B)4=16(B)3=16(B)10=21(B) 7=16(B)22=16(13)23=16(B)24=16(13)25=16(B) 26=16(B) Trapezoidal Loads (plf) Vert: 1=-170-to-24=-259, 24=-259-to-11=-170 16) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 12-21=-20 Horz: 1-21=-8 Concentrated Loads (lb) Vert: 8=16(B) 2=21(B) 4=16(B) 3=16(B) 10=21(B) 7=16(B) 22=16(B) 23=16(B) 24=16(B) 25=16(B) 26=16(B) Trapezoidal Loads (plf) Vert: 1=-167-to-24=-235, 24=-235-to-11=-167 17) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 12-21=-20 Horz: 1-21=24 Concentrated Loads (lb) Vert: 8=16(B) 2=21(B) 4=16(B) 3=16(B) 10=21 (B) 7=16(B) 22=16(B) 23=16(B) 24=16(B) 25=16(B) 26=16(B) Trapezoidal Loads (plf) Vert: 1 =-1 70-to-24=-252, 24=-252-to-11=-170 18) Dead + 0.75 Roof Live (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 12-21=-20 Horz: 1-21=-5 Concentrated Loads (lb) Vert: 8=16(B) 2=21(B) 4=16(13) 3=16(B) 10=21(B) 7=16(B) 22=16(B) 23=16(B) 24=16(B) 25=16(B) 26=16(B) Trapezoidal Loads (plf) Vert: 1=-167-to-24=-235, 24=-235-to-11=-167 Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:49 2017 Page 2 I D: hA3xRN7kH8GY_sQsevncy2zOB np-OnHpOhRNO E8EjZMeGa8FOooiiAX4biiuARLpaFzMYpe deaiq Flnss tlennllr re.a _ AliO f TICe S' 1 F9m l.m'Sa JkURS JS OM Jksf t S1K aFIRtlkrl 111d, &New da at lt2A I ¢ ; ¢ I.P, ud Re 4"YI lurk l:,t lere 3 Ila- CI dk "e M1iN IE tb It kul: k,sra«nrd e: .ila=4:et. r:k<,tt-! tre.,¢.: [q,.xd., lk tj lre.d..+ eesn;U r ree<rs e,rk drarFre sre el odors r..;r.smryie tr;rid¢,lie.ro-,tga+e:m.t¢eeeh.eet Fl.l t t n . r *.-. i 4.rR[e«. m'rtr Anthony T.Tombo 111, P.E. ct. s dM W. rt. YsN Me ; itrl¢(dk C RuC a ak etpn'uh knlGa;¢ a ,ieae nrifa R Xe IIX tf la l fl'ny dz ttf L R, pel elk, NL e fieN +'tl i. s_rcd;M n7me txep-slim aeh wa: k Ne"lard 80083 d siatalo- tlr,.em ulm : w a nk lot d¢z! M ip.1 I 1 irlq 5q.rslSANM h.4urkkkkthr ntlas I em 1 tk t: IN Nn re,rye l nutp a:dn 1,".,w. s:o.. +<Neel..e.ua el ed::, 445: St. Lucie Blvd. etMvs. ufmdlra.udxl eyui ryesw nsN lr Iry fes rat Fort Pierce, FL 34946 apyright Ytl&41 Raoilruirs- Anthonyl.tamholll,irl. RePlaurtlao al this daeumenl, in wry farm, is prohibited m1hout .he .,in,n pt,missio-e cram A I Roof Trusses- Anthony LTomha Job Truss Truss Type City Ply XR5LG1BL9 FL01 Floor 4 1 A0069895 Job Reference o tional wui i uaa un rice ova calynl,a nluaa.wnl 0-1-8 H 1 2-6-0 — I 3x8TI012 3 t't o e eee 17 3x6 = 3x8 = Hun: 8.U2U s Aug 31 201ti Print: 8.U2U s Aug 31 2016 Mil ek Industries, Inc. Thu Apr 27 10:47:50 2017 Page 1 I D:yPUCgGfLZTgtoRCQb7?I Naz2jnS-U_rB EOS?9YG5Ljxrq [fUxOLvSagcK1 c2P54M6izMYpd I 1-5-8 II 1-3-0 1 3x4 = 3x6 FP= 3x4 = 4 5 6 7 8 9 16 15 14 13 3x4 = 3x3 = 3x12 MT20HS FP= 3x8 = 1.5x4 SP= o-H 8 Dead Load Defl. = 1/4 in 3x8 = 10 11 Plate Upsets (X,Y)-- [1:tdge U-U-12) [13:0-2-8 Edge) 116:0-1-8 Edge] [19:0-1-8 0-0-121 [21'0-1-8 0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.45 16-17 >559 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.72 16-17 >346 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) 0.11 12 n/a n/a BCDL 5.0 Code FBC2014rrP12007 Matrix-S Weight: 104 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) LOAD CASE(S) BRACING- Standard TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 1146/0-7-4 (min. 0-1-8) 18 = 1146/0-7-4 (min. 0-1-8) Max Grav 12 = 1146(LC 1) 18 = 1146(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3716/0, 3-4=-3716/0, 4-5=-4908/0, 5-6=-4908/0, 6-7=-4908/0, 7-8=-4908/0, 8-9=-3712/0, 9-10=-3712/0 BOT CHORD 17-18=0/2167, 16-17=0/4623, 15-16=0/4908, 14-15=0/4616, 13-14=0/4616, 12-13=0/2159 WEBS 10-12=-2387/0, 2-18=-2396/0, 10-1 3=0/1 717, 2-17=0/1 712, 9-13=-261 /0, 8-13=-1000/0, 4-17=-1003/0, 8-15=-95/729, 4-16=-1511714, 7-15=-369/25 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. w at-n:e: eml rgt:,..neelGo-:,rce's;s-. Efid:rwaono'n'z>;sott^unr-l-Kira:Iosu:arl q.temre.,ip a:ntteu•edea:toes;:r ttee:p.uFr:y;fE;e,,dmemwtr.r G,fa,r;.rt ree,ts:"Gott¢ .Ida:,er<t fe>Kfd,IG:rco.f/ ditetmauh dts sdl .f tl gftakt lell dsa Ue:s Oes hta r rfEjr q dn riU;;grt:ms wactp#nedYnE §- !eagi mt q 4ikir W4ed gad@e'Ek `: IEJ eeklDt f w 1FI1 [ u; ffN 1 -t ICI rvmi'.Iry Anthony T. To083 III, P.E. set se tih ?a. Rill. Ite i"' 1'II dIMC EeD t A -qwG I. WINadO ':n,u A, kYdta q h IC If W I 18gM to 1. Ike arY I la IOD tnf fi:id tl i ,- d• iqk i 1. I t f I 1 sic G kt .tt `Nlilvd 80 B1 M d:tl'mrDignnY[ffir.M. dDt c 11>:iDMxaN fi a dg Ua alY 411 Itaette ISa'1. Na G t(Sl,t it t¢I. w!&A. dr lea. ra ttp! .lrlla4t taeesryanMinn wlkhndM1 ,0.si.es,.l.sskte:yeaa eu l.•sssllcnh bet, wless 4451 St. Lucie Blvd. Me.+dseaefareAha.aanMaQeEq Uvi:aa lr ul rarer lanls.l fixer ,Bs4t Cetxwlst iek lr.11 a; Desitxt at' 1z. hroa er.Prfliaq. :ll resod-Iba, a. as Ad-al'x.il 1. • (opyriglllD 20 164-I roof Itoms :kriRa2Y I. lomio ells F.E.Rquo6dion -4 this doument, in nos, form,S Rea lbiled Nlhoolf:heY%linen permission from 4-1 1-0f Trusses Althany T. Into ill, V. FOR Pierce, fL 34946 Truss Truss Type Qty Ply A0069896FXR5LG1BL9FL02GEFloorSupportedGable11 Job Reference o tional Al Koot 1 russes, rorr YlerGe, rL 4• 40, uasryn' uu.-- 750 2017 P 1 2 3 4 5 o Vt aTi ST1 ST1 o W1q10 9 8 7 6 4- 10-0 4- 10-0 Plate Offsets (X Y) 1:Edge 0-0-121 LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-R Weight: 22 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-10-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 10, 6,9,8,7 FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Maaa; flnst hr^d Seri rte T'r ttUli 4d i- k=na'Ix 3 tG.E"xS i A"aJ.Ui .6k9k'i J64!%! Mm. Cni+a sttpasNtrs tri i;d awMdr s [e 4 n u iP€;: eai klSw € pa 1LP tx .s.. 4eltxlare R ims cx ss s7:es t L1'_aN: Mi Rtc Wptt[ hks'4ia Cn 1C[aNnld ei segv tp egCxlip apt als et:ut ry'IUEi cz.fri s taxac'e"4 e pia€n. tcMart a;3e.i;Rt st¢ylds t-.t3E lstt lPa l.'a#gtn''akrus„IN3 pst8 ilk kp Andiory T. Tor,b0 t:, P.E. xa eit em ( S k"-4-ftapnse-Y*:SGivrYh 'e sff #wm s< y aikxd S6jh sa,iB hs x' 1515 9(.3£ifriCnl d' :6rt;;a3 tt 4€ Itf eppn*d date Jttt npSk fd tf - ¢Nsd R;' t:7 o µe00°v3 3e Eat g gr eYl tatrctt+ :7 n Enatsth r'42et4 pr,xs itS .kctsa§at tawa'Stt4(IsaaAst ttSf twEt:usfh eta SFb d. N+e€tr}m elgataa rM1 Y .si r«et,a. d w4re,t1!el rsi9es; sf: ar•.t i.Eynee W'i ,s kxaav4,,z.wle,s 4451. SF ude Blvd. N fn7sf hiaei;Ysta ttt sga!tea,kpi lapMch#awes art@ea. ?4eIss Seu hpas. 8; dfr.Nap h;Iair,uL ss <psC9 ptss aeer€QRj. t„ce&,:.eaa a-smGd se#SatFr Fort P:erce, FL 3%-946 Capyriffsi S: dlbkl Rani irskus-Anitsnyl.lamSa III, P.E. Rtpradua as ai lhis doormen?, is aay faun; is pmAiUiaad+.:lhuap p6e wnl(enydrmits;ar:finm A.p Ra trtuts-AAwy1'lm ala€,P.t. Job Truss Truss Type Qty Ply XR5LG1BL9 FL03 Floor 4 A0069897 Job Reference (optional) 0-1-8 H1 2-6-0 Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:51 2017 Page 1 I D:yPUCgGft ZTgtoRCQb7?INaz2jnS-yAPZRMTdwsOyztW 1 O?AjTDu 1 T_9t3U8Belgvf8zMYpc 1130II2-34 I 1 33 1IF1-9-4, OM Dead Load Dell. = 114 in 3x8 = 3x4 = 3x4 = 3x3 = 3x6 FP= 3x8 = 3x3 II 3x3 = 5x6 = 10 zo 2b 24 23 22 21 20 19 18 17 16 3x6 = 3x8 = 3x8 MT20HS FP-- 3x8 = 3x8 = 3x3 = 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014ITP12007 LUMBER - TOP CHORD 2x4 SP No.2(flat) *Except* T1: 2x4 SP M 31 (flat) BOT CHORD 2x4 SP M 30(flat) *Except* B2: 2x4 SP M 31 (flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 15 = 102/0-3-8 (min.0-1-8) 26 = 1095/0-7-4 (min.0-1-8) 19 = 1579/0-3-8 (min. 0-1-8) Max Uplift 15 = -78(LC 3) Max Grav 15 = 210(LC 4) 26 = 1099(LC 10) 19 = 1580(LC 9) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3514/0, 3-4=-3514/0, 4-5=-4608/0, 5-6=-4608/0, 6-7=-4129/0, 7-8=-3196/0, 8-9=-3196/0, 9-10=-3196/0, 10-11=0/608, 11-12=0/605 BOT CHORD 25-26=0/2062, 24-25=0/4324, 23-24=0/4324, 22-23=0/4129, 21-22=0/4129, 20-21=0/4129, 19-20=0/1693 WEBS 2-26=-2280/0, 10-19=-2422/0, 2-25=0/1605, 10-20=0/1679, 3-25=-251/0, 4-25=-896/0, 7-20=-1420/0, 4-23=0/410, 5-23=-408/0, 7-21=0/385, 6-22=-365/0, 6-23=-120/866, 12-19=-685/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. CSI. DEFL. in (loc) I/deft L/d TC 0.82 Vert(LL) 0.49 22-23 502 360 BC 0.97 Vert(TL) 0.77 22-23 322 240 WB 0.80 Horz(TL) 0.09 19 n/a n/a Matrix-S 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 78 lb uplift at joint 15. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 25-5-0 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 128 lb FT = 0 %F, 0%E zt' d..rr-FI n Kkl `.n Sirg' RdnIt" 5.3 n7AtCENS6 Jpg A'nJS:OM, un r"!C[d.FtkM yr N:.f Af d.pw. .'h Ime '! &:pWs'g, R''a i ne lnxnyl.r 6tk Pi ir$ S Ed ri antt" ;til nr6 I( mlru tthr 0:1Suit 8s niene kerdk bsFle eng1'Fr.-s t ryE[j l: n ITR qn uls aeytan Aturok - - t'r ns;ni*Jrgrnc leiEaefne- r-ee. sa yyy d^ do n: a'v nr F unanrc ,e*a*w%s,n.. ec n. ewie go , ,nnr unt. ern u.,nr.x seal Is u-y d-wrr i. na n.:1 a<i mo a e..A. n r .nae.r Eaeba, -olA d Anthony T. Tombo III, P.E. 4(.hdst lanss mar ro a slmme sel url'b: t Isa!eryldFraer r[rr kEuek rr Wst<aeenrr e r .Aar_rnla cern<rE :a,lr.rsmaatNran E wr s,4.cnfe,nre,edes. = 80083 a Fyrtr .ttrrr m lx aEya:xaa Fr rae,kar Ike tr,.oer [q sl.rnslue3Drtu,ntr,.maErr c 1, n ul;oF aear,a.rse µe 1_L 445ISt. Lucie Blvd. Copyrights 2016A1 Reofltas, es-Amhoay I.IemcsiIIJI. Rzaradaeliaa of this document. in any form, is prohibited'without?he mitten permissio-a Here AI RoafTmssas Aethmy r. k.bolll.H. tort Pierce, FL 34946 Job Truss Truss Type Qty Ply A0069898 XR5LG16L9 FL04 Floor 2 1 Job Reference o tional AI KooT I russes, rorL rlerce, rL ovavo, ues,ynl,a ILI uaa II 0-1-8 HI 2-6-0 I Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 Mi I ek Industries, Inc. Thu Apr 27 10:47:52 2017 Page 1 ID:yPUCgGfLZTgtoRCQb7?INaz2jnS-QMzxeiTFh9W pa 15Dyjiy0RQB9OVoowzLsPZTBazMYpb 11- 1 -3-4 112-1-4 0-H-8r Dead Load Defl. = 1/4 in 3x6 = 3x4 = 3x4 = 3x4 = 3x6 FP= 3x8 = 3x3 II 3x4 = 22 21 20 19 18 17 16 To I9 3x4 = 3x8 = 3x8 MT20HS FP-— 3x8 = 3x8 = 3x6 = 3x6 = Plate Offsets (X,Y)— [1: Edge,0-0-1 2], [6:0-1 -8, Edge], [7:0-1-8,Edge], [10:0-3-4,Edge], [12:0-1-8,Edge], [15:0-2-12,Edge], [16:0-1-12,Edge], [19:0-2-0,Edge], [23:0-1-8,0-0-12], LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP M 31 (flat) *Except* T2: 2x4 SP No.2(flat) BOT CHORD 2x4 SP M 31 (flat) *Except* B1: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 22 = 1006/0-7-4 (min.0-1-8) 14 =-271/0-3-8 (min.0-1-8) 15 = 2058/0-3-8 (min. 0-1-8) Max Uplift 14 =-453(LC 3) Max Grav 22 = 1007(LC 3) 14 = 108(LC 4) 15 = 2058(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3126/0, 3-4=-3126/0, 4-5=-3848/0, 5-6=-3848/0, 6-7=-3161 /0, 7-8=-2019/0, 8-9=-2019/0, 9-1 0=-201 9/0, 10-11=0/2058, 11-12=0/2056 BOT CHORD 21-22=0/1868, 20-21=0/3743, 19-20=0/3743, 18-19=0/3161, 17-18=0/3161, 16-17=0/3161, 15-16=0/335, 14-15=-1064/0 WEBS 2-22=-2065/0, 10-15=-2612/0, 2-21=0/1391, 10-16=0/1870, 3-21=-252/0, 4-21=-682/0, 7-16=-1596/0, 4-19=0/261, 5-19=-441/0, 7-17=0/445, 12-14=0/1173, 12-15=-1379/0, 6-19=011042, 6-18=-422/0 CST. DEFL. in (loc) I/deft L/d TIC 0.89 Vert(LL) 0.4718-19 523 360 BC 0.99 Vert(TL) 0.7418-19 336 240 WB 0.89 Horz(TL) 0.07 15 n/a n/a Matrix-S NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 453 lb uplift at joint 14. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 129 lb FT = 0%F, 0%E N,:miy FI«c?namyihrzen AI[C' .raSiS'X -J n3Atf LYS6 J%O II n JS DM "GR P` (%B iS ECW%rl t dt '¢m w. 'k+ 1 "d f Ce i a :q"[:; mein Ono El.f kl: F: it^. S a^Gaa EI t'' MI n 16 IY NiTael «aa,s;zdlk, ela :Domkc,dt.d mhm,sOes Ery si.,.Fe. trF Fylxamnx.«Fnany 6,.gro.,as n,ePmxe efn¢Fidc-moaleagv-3..Fas. Gl hk tlx (esi dna cgyk a-. tey. ae lae iCP«Ip,«ea ifl i. [Sele yns. mFE«;heti lef hD:RF Anthony T. Tombo III, P.E. W .ab b r,ux n. ,pa, id,ONG 1c Ga ,Au gd.vo WilmlD :w an unrd Ir lIV. 1 1 I Ilq,el iIF L 4< FP i IkINnt,pfiea an i ss: Mgkah I g,un a b nnx I,k l - o,a = 80083 n, s,al go aE I 19.1" lilrdwlsm I IIIper It nq(.F-I LA!t W"Inu.365p1hM it Mud SEA pac.c. rr! Ili I ch«cn, Iows,§Anrs Lud W", a kF ot,*J"',N ism y'z a«tlms:u n.m< I"s 445, St. Lucie Blvd. n, l:.«w9wa.many«Fpan*.aGrmiFsfi:,«a+d.I«ra,,o,sKFngll:%rn,r,!uag¢slg«uFrn,.nc Emg,t«.li,may I.pNac,t lmaaml- Fort Pierce, FL34946 opyTight V 2616 4-I Rani Tru ies-Anthony 1. loam. 11, P.E. Relp"d liJC at Aisd-IIw,in any form, is PIANO without 'IIC*Imen ref@ISSIflT. from AI 130f fws,?S- Anthony L Tattooill: P.E. Job Truss Truss Type Qty Ply XR5LG1BL9 FL05 Floor 4 1 A0069899 Job Reference o tional 0-1-8 HI 2 6-0 1-6-12 1-3-0 2-3-12 3x4 = 3x3 = 3x3 11 3x8 = Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:52 2017 Page 1 I D:yPUCgGfLZTgtoRCQb7?INaz2jnS-QMzxeiTFh9Wpa 15DyjiyORQEuOV4ox6LsPZTBazMYpb 1-7-8 0-FI-8r Dead Load Defl. = 1/4 in 3x4 = 3x6 FP= 3x4 = 3x6 = 23 22 21 20 19 18 17 16 15 14 3x4 = 3x8 = 3x6 FP= 3x4 = 3x8 = 3x6 = 3x8 = 1-4 LOADING(psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2014/fP12007 LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) `Except' B2: 2x4 SP M 30(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 20 = 1635/0-3-8 (min. 0-1-8) 23 = 135/0-7-4 (min.0-1-8) 14 = 1022/0-3-8 (min. 0-1-8) Max Uplift 23 =-125(LC 4) Max Grav 20 = 1637(LC 8) 23 = 299(LC 3) 14 = 1025(LC 7) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-318/485, 3-4=0/1021, 4-5=0/1023, 5-6=-2734/0, 6-7=-2734/0, 7-8=-3848/0, 8-9=-3848/0, 9-10=-3848/0, 10-11=-3260/0, 11-12=-3260/0 BOT CHORD 22-23=-485/318, 21-22=-485/318, 20-21=-485/318, 19-20=0/1210, 18-19=0/1210, 17-18=0/3848, 16-17=0/3848, 15-16=0/3908, 14-15=0/1968 WEBS 2-23=-350/534, 3-20=-919/0, 12-14=-2160/0, 5-20=-2263/0, 12-15=0/1428, 5-18=0/1717, 6-18=-273/46, 10-15=-716/0, 7-18=-1330/0, 10-16=-358/425 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. el. [16:0-1-8 Edge] [24:0-1-8 0-0-121, [26:0-1-8 0-0-121 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.65 Vert(LL) 0.4315-16 546 360 MT20 244/190 BC 0.97 Vert(TL) 0.7015-16 335 240 WB 0.82 Horz(TL) 0.08 14 n/a n/a Matrix-S Weight: 129 lb FT = 0%F, 0%E 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 125 lb uplift at joint 23. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d 0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard xa,hy-rfd> exaax.ar.he•A.na-;•kGSY z:a^.R[A3AE1:tu s.uADn.r,,Dnax Im r a_KiieAtEpDu;krlxx rxnrdt:papea a..«t•«lexe x,;•:aa5e,3 nx.pn;;kntarn,yE r ar,rc Gre,«tsaevGnx..; rfa.,x<:ea'<htrher.a.xfr Mi .htaatdar ql xs Gdlk .Y 'DChk d:t Ai it 0aEpx p MEqu H am it q <x <gracadh patt 'a a; pas.Ri htaYxl µei d¢snpb*a tRUM h 1D5 li um iFll 1'..k Gµ _.. R !fi nha'm aetxxl, t ildas Ik p alAadMU aaC is Afar 'epe hkrll 0 wx:hak «aft (" 11 ae lui f' IlieD ad eq n'I tke yp..l h lDD ava e.r fi•Id hi deiykx lei Iceµfl. Ireaek sw:kae NsiAlAyd Anthony T. Tfm60III, P.E. q b 4 D s at [aYt:ulx Af ld r Ih Ik Wad a, ,utim ut I t ei A, ka" ( BJOB., wa p r w Ur' —I klr 9x IxISO.tiktk E. t LA . dx Atm R d a .a initmusaa•tspA lnaaaat neaamt .,a a - Ie:,D ya,q xxel":.v nmx,eak 4451 St. Lucie Blvd. etlewlsace&xlhaCaLxlryxd p w.riex krl ga•n.a hnfaat lxl s aes«Cag',aw isR tqe S.:Ikxp Dexµu i- sy hR®. P x+IliaR_Al.gld ad wx, xe as td' t-. *t11. aypighr 26164d RnaiTm>ss AathanyLl mia:ItP.E Re7radadix of this dxnmeat,in any Wan, i,PmhaiExd wahunhe waitten Ptrmassiarfrnce Al R-aittaises Aetbayl.T.W11;P.E. Fort Pierce, FL 34946 Job Truss Truss Type Qty Ply A00699O0 XR5LG1BL9 FL06G FLOOR GIRDER 1 1 Job Reference (optional) Al rcoor E russes, run r,u,U , — ovavo, unatyiL,o e,u.w r 1-3-0 1 3x3 II 4124x6 = 1 1 Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:53 2017 Page 1 I D:hA3xRN7kH8GY_sQsevncy2zOBnp-uYXJs2UtSTegCAgQVQDBYezQPosVXVB U53JOj 1 zMYpa 1-24 4x6 = 3x3 11 3x 151 1 4 3.3 = 1al 5 171 6 3 3 e• o• 11 10 9 8 1v4 = 1 _Sx4 11 1.5x4 11 3x4 = 4x6 = 4x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) 0.07 10 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL) 0.10 10 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.03 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight: 53 Ito FT = 0 %F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12 = 896/0-6-14 (min. 0-1-8) 7 = 905/0-3-8 (min. 0-1-8) Max Grav 12 = 896(LC 1) 7 = 905(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-1891/0, 13-14=-1891/0, 3-14=-1891/0, 3-15=-2462/0, 4-15=-2462/0, 4-16=-1835/0, 5-16=-1835/0 BOT CHORD 11 -1 2=0/1 264, 10-11=0/2462, 9-10=0/2462, 8-9=0/2462, 7-8=0/1189 WEBS 2-12=-1552/0, 2-11=0/790, 3-11=-730/15, 5-7=-1459/0, 5-8=0/799, 4-8=-795/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Old (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 190 Ito down and 178 Ito up at 2-5-4, 135 lb down and 178 Ito up at 4-5-4, and 190 lb down and 178 lb up at 6-5-4, and 192 lb down and 172 Ito up at 8-5-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 7-12=-10, 1-6=-100 Concentrated Loads (lb) Vert: 3=-114 4=-114 13=-114 14=-110 15=-110 16=-110 17=-117 tWenu; flns. HtmiFir rer n Ai10 .'ICS S.lFk7AiI IYSk JM1a n"A boM EL1 r`kEAk dElleM arM.yMr ee pw. `Ie+ttErd 4 tr-r C pm e'pq R(v'; a^dn ltn;lr CIi., P..It. S ketx tl w'ktr' ^eil nIa i._ tares c t kil. +.n .atult ,'.n r ae :E .. fnMry Frye .n a ta rt{. t yhxtdlk nsY- ttt .mirnf.n le nntrr er eP iM n.lut 1t 2 rniie ; r: imp; m i lh Anthony T. Torrbo III, P.E. do _. nsaaa e P ei t raeu . ke u<xn aler:m txcxn fnuepo ,tr,"n mratz n n m e xl Ia[y r errt rtw n 1 n roe tmetlt n [ ..ae.tettm,. i r 1 1 ek! k o ; 'uimd 80083 ned: gw'gQ•sgtr .t[tah M. Aaepns.:t6ulLIDO !'kt ['ire lrir eitttktlt;[rflcxlSs'ehl9e 1' Sl51iSiG.:aelyS tt5s&Sc<el tA:ra dyei! In sntres;t,s',selneseMalitsdlMl..,O.s:.es;. s N;ea;'seereelxss0seeh:Mn;rdess 4451 St. Lucie Blvd. enawts, cef dkeielMsgetdstaBw.rx Kul gnlet nnIsd Infirin, Oua Dq—n_Sn keWits; Desi; xSi.s ,IexhP'eeeo!erth.Yu#..Ul,efEd-,ed era. ae es 9efittt s'141. Fort Pierce, FL 34a46 Cagyrigdt s 261 d 4-I Raai ttnssas- Arihany t. tamha ill, P.E. Rtvodurtim d this datumeat, m any tarm, is problbilzd wilhout'he writlen gtrrsistiQa fi— A I Raaf Trusses- knihtay L limb, IL P.E. N 6 Job Truss Truss Type Qty Ply 1 Job Reference (optional) o-Ka A0069901 Run: 8. 220 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:53 2017 Page 1 I D: hA3xRN7kH8GY_sQsevncy2zOBnp-uYXJs2UtSTegCAgQVQDBYezYTo4NXad U53JOj 1 zMYpa ox8 16-1-0 16-1-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 14 n/a n/a BCDL 5.0 Code FBC2014lrP12007 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 16-1-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 26, 14, 25, 24, 23, 22, 21, 20, 19, 18, 17, 16. 15 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 Weight: 72 lb FT = 0%F, 0%E s§.plAa raAe!-;YnezE k E i49f i,^St C E i6t. €4 xiQ izS eat ii .1 rYf aK ki3EY t has. §!r!•k a aa.§ taufaae et, pin N.sa za t;t6 W.s enari A^ia Nl.7 ! E r! k Fetire ps 9st s^,n. xs±xn x T4 aEr t1!lAMfa (3i£, SaE:.KAi#E rN tt h#tAlii. i( StY q B,.rt4ftlti .4jiAt! 9t PNA'JIt'RAi YY '.,d:f+p![QF .¢At79{I.4 f Yf aivzl r'f. ttthAa4RitrAt £I.iA llld Ih r't 6( #E Iryt &il9 A "sp ... N'Y!i S htF1.' AnthonyT. Tnr*br I., P.E. t nnr m wq ,y aA n sd ! , ea}dx t2 A g .N f E n ics € amf d as A:_ pt pAt drn i a a, t xyz mg q : lire tta qs vrae x uu a , w 8UC-E3t.0 Aag ,t .. a>d rRifa+ f1 an,lAsthhA CSatta•pxTls pt fiAt Sai#rstasx`fds'§K"{.tsS§ tU Cgetr AEx esl S..n se azhnxx .§ea+=il a ip alslse n;pav x q.§HIf ktsll4ef u.t. lrs,, p. EAskvat .r kc saexhss itrrtst,4 tsl3 Ai t.s3 Ag#7 glfper®y Er ar; rY'ilz iuhel,'!!F its g txgae+:s ka h£tu£+ar.£;ipr,n( s=rms[i{rAra a Aa ae:N};"s u§Aa .ed n.,. §na i>'isltt lHd 4451 Sr, t.:tc.a Blvd, Fort Pierce, FL 34946 tnpyrigEl tii£DidA-1 Rpoi i;asscs SnEGcnli.lnst6ellE, P.@. x:pfeda ton ai lHis dammznr, is anytefn; is prakbited wa6aanfia wtieto pe§mizsiae#anw A-t Fcei?Rastas-Atabcst i, 7ecfi271€, F.F. PLATES GRIP MT20 244/190 Weight: 72 lb FT = 0%F, 0%E s§.plAa raAe!-;YnezE k E i49f i,^St C E i6t. €4 xiQ izS eat ii .1 rYf aK ki3EY t has. §!r!•k a aa.§ taufaae et, pin N.sa za t;t6 W.s enari A^ia Nl.7 ! E r! k Fetire ps 9st s^,n. xs±xn x T4 aEr t1!lAMfa (3i£, SaE:.KAi#E rN tt h#tAlii. i( StY q B,.rt4ftlti .4jiAt! 9t PNA'JIt'RAi YY '.,d:f+p![QF .¢At79{I.4 f Yf aivzl r'f. ttthAa4RitrAt £I.iA llld Ih r't 6( #E Iryt &il9 A "sp ... N'Y!i S htF1.' AnthonyT. Tnr*br I., P.E. t nnr m wq ,y aA n sd ! , ea}dx t2 A g .N f E n ics € amf d as A:_ pt pAt drn i a a, t xyz mg q : lire tta qs vrae x uu a , w 8UC-E3t.0 Aag ,t .. a>d rRifa+ f1 an,lAsthhA CSatta•pxTls pt fiAt Sai#rstasx`fds'§K"{.tsS§ tU Cgetr AEx esl S..n se azhnxx .§ea+=il a ip alslse n;pav x q.§HIf ktsll4ef u.t. lrs,, p. EAskvat .r kc saexhss itrrtst,4 tsl3 Ai t.s3 Ag#7 glfper®y Er ar; rY'ilz iuhel,'!!F its g txgae+:s ka h£tu£+ar.£;ipr,n( s=rms[i{rAra a Aa ae:N};"s u§Aa .ed n.,. §na i>'isltt lHd 4451 Sr, t.:tc.a Blvd, Fort Pierce, FL 34946 tnpyrigEl tii£DidA-1 Rpoi i;asscs SnEGcnli.lnst6ellE, P.@. x:pfeda ton ai lHis dammznr, is anytefn; is prakbited wa6aanfia wtieto pe§mizsiae#anw A-t Fcei?Rastas-Atabcst i, 7ecfi271€, F.F. Job Truss Truss Type QIY Ply A0069902 XR5LG1BL9 F 08 Floor 4 1 Job Reference o tional A KOOT trusses, ron. rierce, ru —u, 0-1-8 H , 2-6-0 Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:53 2017 Page 1 I D:hA3xRN7kH8GY_sQsevncy2zOBnp-uYXJs2UtSTegCAgQVQDBYezQforxXTOU53JOj 1 zMYpa 1-6-0 2-1-0 1-6-0 Ox8 Dead Load Defl. = 1/8 in 3x6 = 3x3 = 3x3 = 1 2 3 4 5 6 3x6 = 7 8 6 e d' 13 12 11 10 3x4 = 3x6 = 1 1 LOADING(psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 0.58 BC 1.00 WB 0.50 Matrix-S LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 Oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 9 = 861/0-3-8 (min.0-1-8) 14 = 867/0-7-4 (min.0-1-8) Max Grav 9 = 861(LC 1) 14 = 867(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2519/0, 3-4=-2519/0, 4-5=-2791/0, 5-6=-2536/0, 6-7=-2536/0 BOT CHORD 13-14=0/1578, 12-13=0/2791, 11-12=0/2791, 10-11=0/2791, 9-10=0/1607 WEBS 7-9=-1763/0, 2-14=-1744/0, 7-10=0/1027, 2-13=0/1041, 5-10=-589/31, 4-13=-603/16 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x4 MT20 unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 3x6 = DEFL. in (loc) I/deft L/d Vert(LL)-0.1810-11 >999 360 Vert(TL)-0.2811-12 >677 240 Horz(TL) 0.06 9 n/a n/a 3x6 = PLATES GRIP MT20 244/190 Weight: 81 lb FT = 0 % F, Oa/ E wr A.q nm,a nt,tEan rt. t, a -I ro Itls, s r : EI3A; I ms a ,anm r s nu aT r^ zns a:lcx er r ar a a aa. , =m t sAt I et r ma a"o:;a a ft ekr, t T r E I rdt s qae• F t A rd a n r u Ir PUTtk . easMt A!I t,PCt kc t A ietOsiahq . q rhFrju- 2 gl[crytz.rdsa arepitt An {2rt s I cn isq pa.GiEhtx'k/ yadtlush e 1 p Ma n 1fiP li sx X-L [ e q q' i do Ta/tE Anthony T. Tombo III, P.E. ni rz. ih- ?a. nq killaa ftt q siM Ay.0 Fz Cwxe oaka eaq'. h da,IlwgO ,rs tla ud. A51Mft iIX Ihl I odasE iri Ik R IAh rU0 tea fitA tle t. _-Cee ghu'I'y Ixq tt 1 tol d1 dR 1 iifta 3 80083 he rritleq 6.sgmat [aakel Alf ul t'rd e16 N'q mn Iq l dtae lei q[epa al SdeM idt I I(Sl gcirhtl[ dStA cdrnttt qs ;Ed 7fTltAiaestY rtsgnsftnlries dadfissdl>rlrs.,6s:pa, pass M,qa aqua ndl rss Nkeeh:lau nkss 4451 St. Lucie Blvd. naaaace wwt: xro grTwnr.<Ka grtw ioal,.a Itr:, oeraEagan se roel,mgos v,t,..aa Faq gr,ltmq. l:ogaAi.rsan,aananadw in. Fort Pierce, FL 34940 eppight 1t7I49-1 Taal uss=s Anthnnyt.lanthoill,FE. Rtgmdueiom of this d-ment,inongWon, is prohibited wlbounhe wrinen permisienfrom A-1Root Timn-ArthonyL holbo!Il. P.E. Job Truss Truss Type Qty P XR5LG16L9 FL09 Floor 10 1 A0069903 ot ce0- 1-8 H 1 2-6-0 —I Run: b.o2u s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:54 2017 Page 1 I D: hA3xRN7kH8GY_sQsevncy2zOBnp-Ml4i3O VVDnmXq KFc38kQ5s W bVBAeGwteKj2ZFTzMYpZ 1 1- 6-0 2-0-8 1 1- 3-0 Dead Load Defl. = 1/8 in 1. 5x4 II 1. 5x4 = 3x6 = 1.5x4 11 3x3 = 3x3 = 1.5x4 11 3x6 = 3x3 11 1 2 3 4 5 6 7 8 0R.- 1 5 3x4 = 3x6 = 1.5x4 11 1.5x4 11 3x6 = 3x6 = 15- 9-8 Plate Offsets (X Y)— [1:Edge 0-0-12] [15:0-1-8 0-0-12] LOADING( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.17 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(TL) -0.26 11-12 >706 240 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.06 9 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight: 80 lb FT = 0 %F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. ( lb/size) 9 = 851/Mechanical 14 = 851/0-7-4 (min. 0-1-8) Max Grav 9 = 851(LC 1) 14 = 851(LC 1) FORCES. ( lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-2454/0, 3-4=-2454/0, 4-5=-2688/0, 5- 6=-2464/0, 6-7=-2464/0 BOTCHORD 13- 14=0/1544, 12-13=0/2688, 11- 12=0/2688, 10-11=0/2688, 9-10=0/1575 WEBS 7- 9=-1734/0, 2-14=-1707/0, 7-10=0/983, 2- 13=0/1006, 5-10=-567/47, 4-13=-557/36 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10- 0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard AlW e.arrr, wa lke. t-ilA vi';S1 "i'". zFA3rti'itk StQY't,g.kN 'Ei"r S:';s"G!:%P ht is,:h fr;ge gri t+saFraE wta.a [a:, ,r..s i.:; xxay t[y WKs I. o-as P,;,tih.et beaikh:r sr !`zf»cwx.es es ax3t E(,C,h M-: el;eueNbmty,a¢,.{o I. & IFt Ij.iai u* qe _.P<#Iptnn trebwwriGk i?< ,u{i a ftYX wi r{rsr u rya>drs 1. fu4 ga. 9In sie4 Ls 7 4 r ltei sf gtgt-. q,gcn _. lauep 6 J 7. - Anthony F. Tomb41.., P.E. a3esertar ( rk:i¢ r.r,su:m x`p p en,w a gzdarRe3 a gg r>nr nEx rx: i nt 4<kean wk di .any,e4e aae P#! tuygreadxnc i.-0w c SNs lit s tLavq 8. 7sy,s:ttlm d# sicl:6 0a }tx - a! gw Yq .t;4L R3(ggbP'W S p.Yt SQWAdt r'8 (f fY: CSmE Ise T pF{5fj€WE 9An^Sv1IM1N6LREI7$g liz d Ht SE Lpf iti+.£H.Yi $Ou; aa57.St, .,c p Btrd. rkadrz9rNst[. :t +ad q<. +r tiagheB gan 'n€d. deGs9 tg__>: Hlt keag s?ma.eF s Sl n:i4iRMce n't;,..": ugAn ^e/r -srt a, i±`R¢dretFFL Fort Pierce, FL 34946 ztlopyrigxlt4. z91dA-1 RaoRnssts Anitaetl lamEol6,F_E iprndnaapailA s Boumen,inaay[:n npmh:bited.vko-e.ldewdaea ptmun.r,4om h-t tact irsLcs-Ayhezvl.txm§nil€, P.E Job Truss Truss Type Qty Ply A0069904 XR5LG1BL9 FL10 Floor 3 1 Job Reference (optional) m_i moor i russes, ron rierc;e, r J4 40, uesiyntga nr uss.wm 0-tR Ex4 11 0--1 — Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:54 2017 Page 1 I D:yPUCgGfLZTgtoRCQb7?INaz2jnS-Ml4i30W DnmXgKFc38kQ5s WYGBKgG_peKj2ZFTzMYpZ 1-5-0 , 3x4 = 3x3 11 1.5x4 = 2 Aft 3x3 = 3x6 = Dead Load Defl. = 1/16 in 0-3-0 4-2-0 Plate Offsets (X Y)— 1:Edge 0-0-12] [6:0-1-8 0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) 0.00 5 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(TL) 0.07 4-5 709 240 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.01 4 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-P Weight: 25 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING- TOPCHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4 = 659/0-3-8 (min.0-1-8) 5 = 735/0-7-4 (min.0-1-8) Max Grav 4 = 659(LC 1) 5 = 735(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 3-4=-299/0 BOTCHORD 4-5=0/736 WEBS 2-4=-810/0. 2-5=-951/0 NOTES- 1) Plates checked for a plus or minus 0 degree rotation about its center. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-5=-10, 1-8=-350(F=-250), 3-8=-100 Nrti.F Flsaner.ttllr rexa nt ,tllg? rl iS k:;f`. nEK3Al IEWS6:7#PV1vMi r1l cM EL1P SFRRerIEPeMElrnra. h dr4 y.pr...4es... Mxx u'srr.ss&ail. rrtRmF r'.;Wne k.nwt l.r ie f.A:.lh_'n.r SeePEdr. as=, trl.:. a7 :usttetmlh i50, xlt t<sr r,krdn. aai ie,stj j,r nee, R R a, r o's _.. k esE flersol usntag1 nln f.dd, name it u 1fl L Anthony T. Tombo III, F.E. ae.s±dn :.rgsfm n Fr:.:rn.En«c n&c r" merr igea' nrE"u ao r are r ra- rc n ittr,xa f icesrr Bata t t Fr.. ir<u ma e,,r.0 n r. i.66,Wiq rot .l u .. in zv n .s >;iera 80063. n. asnk.yo puu s[.i En nlss n ro.rg Rer e _ knar in>ek7aytrg<c:eisCcq n us¢r Re uurr. w,ra Iv n>sepa rnt wfixstk•.gnsrnirxo w.r r „Ps.re,s o•n:.Rs«ffe1.,, rama.,i e.o.kss - 44515t. Lucie Blvd. n'Mssandr .nl. mrnq N.awr, E. al rrrm ..d 1. rr., hsi. Eqa isK -;Iliq oesisx I.,, n"hir s arrqb111.9. al:j1W -xx .-,Ish..R mt Fort Pierce, FL 34946 oprright 0261bA I RoofLnsset- Aolhory L iamho ill: P.E. Ronodndian of this document, is prohibited'onhout'he written Prmissier.€,nm.-1 Roof hui:es- Arahony 1. lameo'11; P.E. Job Truss Truss Type Qty Ply A0069905 XR5LG1BL9 FL11 Floor 3 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@a1truss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:54 2017 Page 1 I D:hA3xRN7kH8GY_sQsevncy2zOBnp-M 14i30W DnmXgKFc38kQ5sWjjBO FGOieKj2ZFTzMYpZ 10 0-1 E5x4 11 3x3 = 1.5x4 11 5x6 = 1-3-0 9 1 1-1-0 4 5 0 4 1.5x4 = 2 3 0 3x3 = 8 7 6 1.5x4 II 4-1-0 0-4-0 ' Plate Offsets (X,Y)— [1:Edge,0-0-121, [5:0-1-2 Edge), [10:0-1-8 0-0-121 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) 0.02 6 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.10 Vert(TL) 0.03 6 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight: 24 lb FT = 0%F, 0%E LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5 = 214/0-3-8 (min. 0-1-8) 9 = 214/0-6-14 (min. 0-1-8) Max Grav 5 = 214(LC 1) 9 = 214(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard ea4 Flora Wrn¢h rek N i-IN•_:IA'.g;,"5:-4', RKEW 1'.64SH Jk1Ln.xi;US•ONikUfR`t.tRX'a:fDWrt'.e frdt &ip pea-ate:aea •ed- m?.,is tress h ra arzwb7Rp]}ntna adhnj1 l.te I:i. K tdeancSats•Edm asz_[doss dd a. se"M mne l .Ir ili',rtaaeMa nets ellue 1'Ct.`tek d-.1 i O.si hl i Mks n nxa'U y -<ets eaa,rptae do wd<- as ng w3 E'.hto. dx! tadB. -ple te; ]r9 gcEa^ f - 71I tieuq apE ,eu ! In rtkdr Anthony T. Tornbo III, P.E. aet.ndh:. 1. ws teld na p 'd'I ddrtC kC aflr' ayrA n. Sniterph pw,n5x udetd6a flelG Ilael I''llgd tR€ikz Fp a.Idl Igo ei fi:N fl!. ad,t agkre7 I p 1 I exak gsia!1 p iflAld 380083 nas ltwrd ¢[a:r<nlw. m li rxt alklo toque trxraasdhet aagt enlstrnma aaa[s[rast.ree r tsdu , dr uha dpita:e trite.nnsfleas:,n:nlnetnt nndn:l;.,u.s,sr<;.r:t age xnnel s:uwn,In<r. dn. 4451 St. Lucie Blvd. kncxisaaiuxdka.enMeq pnsw.r;hclprnxtnls.itael.,&t.esE+taeeslsl.tlkk.Il,gBnipatairs,<.Mn.Eapuaan,k:Itiq.311;pGd'ad-na.nenda5n!'sTtl. Fort Pierce, FL34946 Capyrigbt YQl64-I gaai Trnsrs-Anihaar i.lomhailt-y.E.Rmadamian of this dommm. in any form, is probibiled wnhavht written permission from 4 1 Neaff,ems-Amboy 1.tomba Ill,, P.E. Job Truss Truss Type City XR5LG1BL9 FL12GE GABLE 1A00699067jCbReference (optional) A I MOOT E russes, rorL rieruu, — —0, UBO¢Jntt.A ut uaa.win r1 1 2 Run: 8.020 Is Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:55 2017 Page 1 I D:hA3xRN7kH8GY_sQsevncy2zOBnp-gxe4pH kWg 8_4vORUgodrFfe32u4blo?U8nZNo7ovzMYpY I —I 3 4 o 010Fq12 ST1 ST1 1 9 11 0 I 8 7 6 5 LOADING(psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TIC 0.08 TCDL 10.0 Lumber DOL 1.00 BC 0.01 BCLL 0.0 Rep Stress Incr YES WB 0.03 BCDL 5.0 Code FBC2014[TP12007 Matrix-R LUMBER - TOP CHORD 2x4 SP No.2(flat) BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) OTHERS 2x4 SP No.3(flat) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-1-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 8, 5, 7, 6 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1.5x4 MT20 unless otherwise indicated. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 2-8-0 DEFL. in floc) I/deft L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(TL) n/a n/a 999 Horz(TL) 0.00 5 n/a n/a Weight: 20 lb FT = 0%F, 0%E 9aac; Nee 20 gyp! erirs tse-5 Y irDSi ti3°a rons'tu atPA :5 '18'l1T iC si; "6Y AE'Ixm. ini*d aerexx' sued zas+af*s s C 3 p.! IG., m£:e efly I. esxal(.1 Eer as4.en hh:e s[ 4`zs a`;<s;se slam at Ye T-0afr diE¢ee krh: s,t af. t IV tenrsld3er :r'p,rp a a. ge,ielh. s 9e,rxwarSPD rr sc¢ >esNas It d eval>N e q .rya>ank rn iav£a4t.ixy!ei DMttNiE I aax lNl uktt ns xpez„(axp xe ssbiifi .;Etkll4sf:Y T. 'E Ot'1b91», Ex.E. aa, dta t E c i q. s e a a.gn w-. s aGa' vya n r usa ,, rtd r€.a mm i d s y;Faema rEi r q'ea, to s D er au <d m g cy , xm e : tets Ef 80083 9x ei aag a .fir ha lYx+x; sam itk Gast gv>"xset o-°rk+ves iu 7daaC mxm'Seh+'t fawa&a r6r g fikulk as SGd rrz%ars~e (a eEu Igdaee t7'kiasQe nsrya,.4 sceE asdmet ssdcsr{te, frs_ R ry[ayxa aE uesk erters, a. ss 4451 St .,1[e M& a:lare;e do asa>Ea.eSa:t eN,yukrxl'¢ &e6er7 s-ff.s€'lrE su l_s Er.!s>K#6rsug.tvsaa.mi ss a'sles:igu.:asa Fflsg k`uNt'.ed tt.s: ne e; is,niaiP€.L Fort Ner.e, FL 34946 Copyri I1sI0291d A-IR0dIIcsses-Anthay Limbo 111:, P.E. hpedatiaa d this daweent, inafly ttea;isPTITINted w40.1the wdcen pwmissie0m. A-ilodIsssn AcI6aey9. iembniti, P'. Job Truss Truss Type Qty ply XR5LG1BL9 HJ2A Diagonal Hip Girder 2 A0069907 Job Reference optional) usses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:56 2017 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-17CSU4XmkO1F3eO BYmuAHb2W?37kxswnlXgKLzMYpX 1-5-0 3-5-11 1-5-0 3-5-11 2x4 = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.01 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.13 Vert(TL) 0.02 4-7 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 13 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 77/Mechanical 2 = 234/0-10-15 (min. 0-1-8) 4 = 39/Mechanical Max Horz 2 = 78(LC 22) Max Uplift 3 = 49(LC 8) 2 = 147(LC 4) Max Grav 3 = 77(LC 1) 2 = 234(LC 1) 4 = 59(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 3 and 147 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down and 17 lb up at 1-4-9, and 77 lb down and 17 lb up at 1-4-9 on top chord, and 17 lb down and 5 lb up at 1-4-9, and 17 lb down and 5 lb up at 1-4-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 9=7(F=4, B=4) W iy-FI - Mmryli k,k A I l0 _ l9 K -3 E,3A! I'iL4 :1%h Il S IS OY'Gfi r .CR9 tiiEO M %I'Ira kart, p saww s! t Ce ; Wt 'ul!r(n: w, Ar AdraTr r k N. FE W. i. W!d r _ 91 x! :t 1 M I P u1p MiT:k—W picks udl u,sei rr S..QC kk td:t As a Tres Otw hp y tt. F ly ktr. Ik mi"iw'TO.y - dtm-;iftt9 W pt 1 - 1gwl 13t .:!-±, kr kkupdax. -d,:r iw ] h. i6& Ir rttt fll L e,y, op I q rin, :ra m nt,in i« vita u, F -.n dike ex. sx, - yea r, a_eCk ,o ,ka:,rw, d,e ague reewtstk t:u,y,rx arri n, n I I IDo ,mfi•u. ru r .-a qks im t l s t -, 9 ad F -lard Anthony T. Tombo III, P.E. ut9,Ir h - - = 800&- oy pvasl,tuMAllxt d gt10GMaxpcle_elpeli,ndiuled!,{(ap,.lS,'drldtrl !(Spidl,xtkr. lsGS edr•eixp. ag'IrtlFilufiHstketsp?tinesaelafksdl9T„9.,.n.sOrs,;yi,truiLrzsbnd,.terttodess.- 4¢S;StLuei3Blvd. rtlaxk,m5xilr,;,dr¢IgreaF .rie<Ir,llpti skedr.d lse(ro sDn.e, (,!'zeis k'Ttkk Uiy design, T kaE,po., Yer, 9'likp. All al'14.l-., mfth Ir"F4I. Fort Pierce, StC2,R Blvd. egyrighl L'77r71641i±a1 Fi,sss 4nthony i.Iaaaha ill, P.E. &eprodadia-I this dolumant, inanyferm s prohbiled xahouuha wsittenp€rmtsnaa Lam 4-1Ruff msses-4rahony f. L-m±a:11; p.E. Job Truss Truss Type Qty PIY A0069908 XR5LG1BL9 HJ3A Diagonal Hip Girder 1 1 Job Reference (optional) At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:56 2017 Page 1 ID:hA3xRN7kH8GY_sOsevncy2zOBnp-17CSU4XmkO1F3eO_BYmuAHblj?2YkxswnlXgKLzMYpX 1_5-0 4-2-3 1-5-0 4-2-3 2x4 = 4-2-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.21 Vert(LL) 0.03 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(TL) 0.04 4-7 999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -MP Weight: 15 Ito FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. lb/size) 3 = 981Mechanical 2 = 259/0-10-15 (min.0-1-8) 4 = 49/Mechanical Max Horz 2 = 102(LC 22) Max Uplift 3 = 95(LC 4) 2 = 226(LC 4) 4 = 50(LC 5) Max Grav 3 = 110(LC 35) 2 = 261(LC 35) 4 = 73(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS envelope); cantilever left and right exposed ; end vertical left exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 95 lb uplift at joint 3, 226 lb uplift at joint 2 and 50 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 Ito down and 42 lb up at 1-4-9, and 96 Ito down and 42 Ito up at 1-4-9 on top chord, and 59 lb down and 5 lb up at 14-9, and 59 lb down and 5 lb up at 1-4-9 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 9=7(F=4, 13=4) 11.*%evsete-01yer hA-I1¢'.IM "uEl 0.PA,IE9567k¢I¢U WMMMTikijcEt4Mknh !rfja µ¢a.. sM troll 'a r' g¢.u; Pan9lle![IA gli Ii,t leh. f'.kMa tl s1 "seMl GI¢ulY iur< k anouurhte:s alse tw 1 taeMl t a r o sehq t ryr s e o- t a,aceaax xn tt lei .y , .ttnra Mete _t Mh ugh ! r YxI¢¢ y ai rnt r a rp atre hilve, ikk0m skim Anthony T. Tornbo III, P.E. eeie ltfin sh.W& s M t ln.raaa,aa,Ike Ike t h Sam.", m 1, M Mel& W N 4.1 ,;u "d tall al qpOI0h mg t ryhd Aar d,6ne iwy. I x, asu[-dimsi M ritio,;, kat s, elms = 800&3 msau o p wf r..vl du nlhhelot ulU'.6", edpi he 9 A, hiuk,rrsw tiatgl9w h 3lf µlAhll I itsa t g xg laze i%IefM,,A,ksµagalnnadh esMkla.•¢.7x. t4451 St, Lucie Blvd. Al!»n.n 3Er a, nx ge¢gna .Y h, wl gap n•vls4 lkt ha,.&efnbgie isk rfl [:IligDsipu uis.v.y ks Ev7n nr 9rllia;. let a-1 vs•vtea dfiM i11. Fort Pierce, FL 34946 opyriglito 206A-I Raaf Frusses hAanyl. Irm ,,III; P.E. Reeladurkor. of this dammenG inany farm, is prohiAited wdhounhe written Permissicnfrnm A -I Raaf asses Aethany i.le'^_a;II; P.E. Job Truss Truss Type Qty Ply XR5LG1BL9 HJ6 Diagonal Hip Girder 2 A0069909 Job Reference (optional) I Ruol I russes, Fort Ferce, r-L 34946, aeslgntdal u 10 Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:57 2017 Page 1 I D: hA3xRN7kH8GY_sQsevncy2zO Bnp-nKmgiQXOVi96hozB kG H7jU81 LPHZTN640hH EsozMYp W 2.83 F12 It 12 13 3x4 = Defl. = 1/4 in 0-3-14 7-4-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.27 4-9 341 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(TL) 0.41 4-9 226 180 BCLL 0.0 ` Rep Stress Incr NO WB 0.00 Horz(TL) 0.02 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 26 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 197/Mechanical 4 = 110/Mechanical 2 = 435/0-4-15 (min. 0-1-8) Max Horz 2 = 133(LC 4) Max Uplift 3 = 168(LC 8) 4 = 25(LC 8) 2 = 271(LC 4) Max Grav 3 = 197(LC 1) 4 = 141(LC 3) 2 = 435(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Part. Encl., GCpi=0.55; MWFRS envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 lb uplift at joint 3, 25 lb uplift at joint 4 and 271 lb uplift at joint 2. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down and 54 lb up at 2-1-0, 54 lb down and 54 lb up at 2-1-0, and 98 lb down and 103 lb up at 4-10-15, and 98 lb down and 103 lb up at 4-10-15 on top chord and 11 lb down and 10 lb up at 2-1-0, 11 lb down and 10 Ib up at 2-1-0, and 26 lb down and 22 lb up at 4-10-15, and 26 lb down and 22 lb up at 4-10-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plq Vert: 1-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 11=-8(F=-4, B=-4) 12=-5(F=-2, B=-2) 13=-32(F=-16, B=-16) Ba,ng N tlmnkl h AIF9. ICS S.'3 Ek7Al IM fi JLDIIEt JS'DM tkf P"14k fi:fDbkt krb fcgt&'p ga .tn '•ed k I C ; m- uq R"; xriM tph rl.t N1;f. Itk Sa kdxe E M - a'dN fi !a ly 16hkesxk pieit .+sll 7 gCkkt ari lie D .7, .i dyE;aa rit iM ry n <'.qW dpt ryxt egia g gag-d ln:.t lugs fpe t is lyy+ h lUG Ip IH I. t h;,s ry ,heisq ! na!ry ROthOnYT ahetlie3ts:eIhIdieskrehNfNyzProre:fam_iutt igWsrcd #iagse' it-d.ExD ,ReC adkr s > et h rnl! pD - '. fie w,1. dh.Yk h Ix.el .b IS::If.gMcwIa 1piR,e 1p Idr .NO s. ets - fi.N. iF 1 , iWNsg kul q. 1 R;.q um el. kd"1 Ca p.xln d TOrnbO III, P.E. 5t.d. ..srsas 4.! rq k!uPit" i 445; St. Lucie Blvd. Zt Fort Pierce, FL 34946 apytightJ 2d164i8aai LusszsAai6aayi, kmha ili:P.E. 8t.tadu0ian a3 th(s dncnment,in onyfa[m,sptt6ihitzd wBhounht wlitltDPtrmissianfrom A 8aai Gasszs-AathonyI. iamhall, P.E. Truss Truss Type Ply A0069910FXR5LGlBL9HR7:: Qty Diagonal Hip Girder 3 1 Job Referen(optional). Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:57 2017 Page 1 ID: hA3xRN7kHBGY_sQsevncy2zOBnp-n KmgiQXOVi96hozBkGH7jU877PJsTID40hHEsozMYpW 1-5-0 4-11-0 9-10-1 1-5-0 4-11-0 4-11-0 Dead Load Defl. = 1/16 in N cV Cth 44 II 1.5x4 II 3x4 = 4-11-0 4-11-0 Y-TU-1 4-11-0 Plate Offsets X,Y -- 2:0-1-8,0-0-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.55 Vert(LL) 0.04 7-8 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) 0.13 7-8 893 180 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Cade FBC2014/TPI2007 Matrix -MS Weight: 44 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-11-1 oc bracing. REACTIONS. (lb/size) 5 = 155/Mechanical 2 = 468/0-4-9 (min. 0-1-8) 6 = 323/Mechanical Max Horz 2 = 169(LC 4) Max Uplift 5 = 113(LC 4) 2 = 261(LC 4) 6 = 106(LC 8) Max Grav 5 = 155(LC 1) 2 = 468(LC 1) 6 = 323(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-281/118, 3-13=-755/259, 4-13=-699/260 BOT CHORD 2-15=-351/697, 15-16=-351/697, 8-16=-351 /697, 8-17=-351 /697, 7-17=-351/697 WEBS 4-8=0/255, 4-7=-749/377 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=S.Opsf; BCDL=S.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint 5, 261 lb uplift at joint 2 and 106 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 95 lb up at 1-4-9, 78 lb down and 95 lb up at 14-9, 40 lb down and 54 lb up at 4-2-8, 40 to down and 54 lb up at 4-2-8, and 71 lb down and 106 lb up at 7-0-7, and 71 lb down and 106 lb up at 7-0-7 on top chord, and 10 lb down and 9 lb up at 1-4-9, 10 lb down and 9 Ito up at 1-4-9, 13 lb down at 4-2-8, 13 lb down at 4-2-8, and 33 Ib down at 7-0-7, and 33 lb down at 7-0-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-60, 6-9=-20 Concentrated Loads (lb) Vert: 3=63(F=31, B=31) 14=-85(F=-42, B=-42) 16=-4(F=-2, B=-2) 17=-54(F=-27, B=-27) k'e.'xug Flsti tlompAlrrce-Ct Alig'.im•S k I';.n(R9A!IEYSfi,JtOn%S:JS ON'FLT r"M116ELWY ktk.l dP 9w.- nl ode 31 C_pC'q; mdq Ertl il. I'd, IN: i..l-k i tie 4k a?"em1d tt lUy ILTei smtilwtlk MIY tl 'tF'.QCi k e`t As a I,,!,geszx bgn ... ! oM Ft; n , 6"'gr..ul epTm di3 tsds Iw; N; na.!Gi h!a. Trl ipdR¢ -psi 19 Ya7C0 i( HL I'.. i FF alt au S,todh f ,$ Anthony T. Tombo ITT, P.E. ut as fn' .b. wp4uilx tt F ii l6 dtl. G 6ce0 ee 4 d.jwvM fai 10 ,fti Itd7i n.,ik K tfub i 'Id!gsrt ti#'1 k Fp lee fiboo! find 8 1. -deonrksAn ft,ptutil Ificmil 9d1 d. # ' Irty 14 80083 n-ro ltu;C '}w wti Emke M. AN wt - A' h ILI W7eruh - t; I!h s tWe IN iNf 5*-1 sed? ink-w,tuafd.htl M WAu —dr. a.et !a: n;'i III --floes it, MAN. d A! i!a., C.s4e; nss a:; x;keu eri 1-EEaaA*v.eokss 4451 St. Ludt Blvd. dluxr_xf„r 9F a.acdx sgaa F-[wo.Ys 1. xl Fa.fes usrto:i. ix ro,s Desa fyxais k;ide rr itm3 flesga,ais:., S,maE; zyn, Yr lid. di siadi.rl:x. ers dd'a!a'r11. Fort Pierce, FL 3494o eprright02i7I6A-Ihcaftrossas Anthonyl.Lm'soill;F.F. 4NIodonicrncl this doomsef in any form, is prohihiW xnhowhe wtinen permission from A I Hoof Toss=s-Araheny 1. icmho al; F.E. Job Truss Truss Type city Ply XR5LG1BL9 J2A Jack -Open 9 1 A0069911 Job Reference (optional) oar ¢ rUSSeS, on Recce, rt_ 34946, ueslgn@a iruss.com Kun: s.U2U s Aug 31 ZU16 E'nnt: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:58 2017 Page 1 I D:hA3xRN7kH8GY_sQsevncy2zOBnp-FW KCvmYOG?HzlyYN IzoMFigPzpnkCgMDFLOnOEzMYpV 1-0-0 2-6-0 1-0-0 i 2-6-0 NtJ 2x4 = 2-6-0 2-6-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 7 999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 4-7 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Wind(LL) 0.00 7 999 360 Weight: 10 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3 = 56/Mechanical 2 = 170/0-8-0 (min. 0-1-8) 4 = 29/Mechanical Max Horz 2 = 65(LC 12) Max Uplift 3 = 39(LC 12) 2 = 71(LC 8) Max Grav 3 = 56(LC 1) 2 = 170(LC 1) 4 = 42(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, interior(1) 2-0-0 to 2-5-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 3 and 71 lb uplift at joint 2. LOAD CASE(S) Standard 0tx4y Fl "i '.-h Alfa' i€S 5.'-.E EIi3Ae TIM & UsOMA dS:On tuft-JAIi'B [Wk.zr W. Ordtftip-"4ff,.al *- t sEt_pu N E'wne ltnxrl l P F i .td S kle: rt LI rY rttl Rt Pg Ir N1<t is rPete eliv en nt.gCa4 d! Asagra R iaEgnM t. Fe hGp ,ll ,sd a hfeep :flsmttepRact do fm slu arras} q k.WN 6arlk pAnss gk m legied ee h. TOE t It i HI t. k p aFr -ry In rs xlx3 Ar Anthony T. o IIl, P.E. eetradh b. rdlia nt F 'a lii dOeC kcC 'e aa'. Byer h-Igltwpe ps:ul. ud rdiS acne nE ul t#1 I Ilq ¢R A't ikt R:¢nl df TDB t ¢fi.d. n 1. ad,4.jksei I. i g w. nm il. z#.hne p jib" J _ TombTomb ' ne8olicpgsger <[ n#e:br AI! I SC.luMeie t!txp t5 enlpeel dnek'i.(Grye..glSl,hfdunt I(SflilAMi! 1 1>C.. I.<¢ id. pa##pwn#e 1%-Ittfi enertyeeWdnes¢ele;lusdAkh..,D.vpq:.utsrk.ip:a3ittrxtiris.Mnzle,l#n.eeless 4452 St. 0083 81vd. etYexintoMhvtowedp:cwnrshdlydsnnhtl inU ,eec 9Fagtaee6r"i ne 1,11,y¢ rs , 1-. "51-:s ,A,11q, dl:ery!det/a: ae es ddi ii'FI I. Fort Pierce, FL Blvd. cpytighF 1Q149- I Raai truss}& AnihoaylRmsa.11, P.E. Rgmd.ni. of this dowse,, ,ie any term Stfehhllid'NdhOul'il2 w6"to PtMis'k-I'MAIR3el11-as- dl:thOAy 1. I_nie Ali l'.I. Job Truss Truss Type Qty Ply A0069912 XR5LG1BL9 J3A Jack -Open 3 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com 1-0-0 Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:59 2017 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-jiva65Ze1JPgw57ZshKbovDZ2C5gxHcNT?mKxgzMYpU 3-0-0 2x4 = 3-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 4-7 999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) 0.01 4-7 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 11 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 71/Mechanical 2 = 188/0-8-0 (min. 0-1-8) 4 = 37/Mechanical Max Horz 2 = 67(LC 12) Max Uplift 3 = 43(LC 12) 2 = 103(LC 8) 4 = 31 (LC 9) Max Grav 3 = 71(LC 1) 2 = 188(LC 1) 4 = 52(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces 8t MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3, 103 lb uplift at joint 2 and 31 lb uplift at joint 4. LOAD CASE(S) Standard gttug tons Mt«t¢Ii tee tte`21I0:"14:`; yS.C; eEA9AI f;FkS fi.ilgC t17MS NS?ONi 4Uf t5. Ck,A.F N.kP I«a reftrfe: p ks se_a«t «t red ces net z I ess Ct.ge AarngfB7; and tl[ icl4nr t rex6a Iwr.le n t S'atEeire re. G le,s s@ in Gael n tGt t7P, 11 altek d«dd :ntt,<e-r'ak<ta A:one, slur pin [vrlt5,n s« n o sp sasna;[p «[tn,ra:,an tesu«ng ;a n ituPdx sug ?r ;rtp an iD tdr.ne«rnL tze g n. ®pae,kn y.um«.,.w fi:ry Anthony T. Tombo III, P.E. nE es 1M Wws tt: - rt pts aiM dreg , GwF dh-negtS«N NmtC zx.mMx nd rRCa Ir tke iY tie b•I Iftg rd «!R't N We, i efli, tog of fieN tl r. udeflha g. i i rzxl t !i +dA * rlAid z ZtIleb:l C d[nktln. All Foes sred u Ca l6 d 6'. 1 edma dpekgd e ISdth kd« r r6p Yi WItI lStu I iWP.apa lffl nf«sik re" nsa i in ng faidsdlilaz.0=k@s, its [ ll ;s,YmfuM1r«.nkss Lucie ar 'ix« r t n ' r r r g ng tt«tt 445t St. Lurie Blvd. tnu. n. «r arrt;ed,«i ep«tcjnatt;acg irdp«rt, atds.i tni„ Beset [al ris k.rrtt r dAiy ors gt«.«L s, <.y.ux.. [tg n.s tli. af,trr [A-«, «. tsa nl ,mL Fort Pierce, FL 34946 opyright li!IbA-i geoil[uss=sAriS rsy T.la«5o lll: P.E. Rt rndunior: al thisdatoment, in any farm,is ProhiEikd xiihout'he weitlenpermiesien frtm AI AuniTsekt:s-Aclhoay i.Ia«5a ill: P.I. Job Truss Truss Type Oty Ply XR5LG1BL9 J6 Jack -Open 3 1 A0069913 Job Reference (optional) r i muui 1 fusses, rod Pierce, FL 34946, oesignLaTrruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:47:59 2017 Page 1 ID:hA3xRN7kH8GY_sOsevncy2zOBnp-jiva65Ze1JPgw57ZshKbovDS9C?5xHcNT?mKxgzMYpU 1-0-0 5-6-0 1-0-0 5-6-0 Dead Load Defl. = 1/16 in to N tV 3x4 = 0-3-4 5-2-12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.16 4-7 401 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.56 Vert(TL) 0.12 4-7 523 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 19 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3 = 140/Mechanical 4 = 72/Mechanical 2 = 283/0-3-8 (min. 0-1-8) Max Horz 2 = 100(LC 8) Max Uplift 3 = 92(LC 8) 4 = 61(LC 8) 2 = 190(LC 8) Max Grav 3 = 140(LC 1) 4 = 99(LC 3) 2 = 283(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-54 zone; cantilever left and right exposed ; end vertical left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 3, 61 lb uplift at joint 4 and 190 lb uplift at joint 2. LOAD CASE(S) Standard Wain}Fl tletrtir fi blig' !45 S'1 EK3AI:ENSfi JLD'II"n JS ON ILT"r .fen fiElnk kT ht.hrdP le PN :9 ! I 3aD'R7, ¢ai tle ldawr l.fxrdtkr.:.ih,S kl •t 4At a'kft'ettll filD dr kteiratAte girl sskllk Ira hh @Gmk dl. is R T"S3 Osz Eqs _p hbli Ipul anI ffm"N M ;tine dp pat' Itnh ng y t-hfr.&kEttf & 1.9oT ildld WODD Wt,W IN1.It:pa -.pes, Wo, lfuc Wu! jfiAnthony T. Ztk"g UK th } ('1 d0. kaD s Ater w Ik 1A ra : isi, ud df A M RfulnH 1 T",dl Irt &, "etei ff IDDa! lle tl Ts.'umim;kuln I } N eh lmkh p ilmdTOf^i30 III, F.E. r= 80083 ni P 1 t si 9 i } p' r 4 ttyetaenTrzssllmhAere niesz 4451 St. Lucie Blvd, etkiv sate#nN lr a',arnat ed i it,:htH ynn lntlstd in it De uEt;oet+isR the ball-ar Den}as,aT"r:kz Eerre.e:.<rl,Itiq. Jl ui tl wx:, rt. is 9efired s.Tn Fort Pierce, FL 34 4b agyfight lill6A-IRaaiGoss.s Amhonyr.i3mao:Itl'E. Re91odmAilr /this document inonyform sprohhitedw3hon1hewlinenAetmissiaafrom AlIlldGases Anthonyl.tamball:P.E. Truss Truss Type Qty Ply A0069914 5LG1BL9r R Jack -Open 10 1 Job Reference (optional) Al NooT E russes, run riertx, r ova•to, ueaiynL,a , u uaa.w 1-0-0 Run: 6.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:48:00 2017 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBn p-BvSzKRaGodXgYFimQOrgK7mZ7clrgksWifVuT7zMYpT 7-0-0 7-0-0 7-0-0 J Dead Load Defl. = 3/16 in Plate Offsets (X Y)- 2:0-3-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.20 5-8 414 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) 0.31 5-8 272 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.06 4 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -MP Weight: 26 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 SLIDER Left 2x4 SP No.3 1-6-0 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4 = 183/Mechanical 2 = 342/0-3-8 (min. 0-1-8) 5 = 90/Mechanical Max Horz 2 = 156(LC 12) Max Uplift 4 = 133(LC 12) 2 = 92(LC 12) Max Grav 4 = 183(LC 1) 2 = 342(LC 1) 5 = 128(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-485/26 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 4 and 92 lb uplift at joint 2. LOAD CASE(S) Standard Mr'xiy Fitre blr rtx -n ll iC Ti[e- S.'3 EkYllI WSfi.rsBBl:JS Ck-wsrute,m [Bak kl'W .e.Bt t<An'.,tn i'. 1 C pBrt'yCB'; wdk tkmri.l ki,P t snEeic• GI t •kM qt le aT:e AnthonyT. ToaudnEceanBc, a d a, to B rEq n . P r r m , u w ksmn,ym do r o nS y do E h.4 a kk f fp R.mB Irw tnl r e E rrc nn t a m rnbo III, P.E. an, , m u a yn sI Adxo :,exgx,t s e r wEi o- it x nr its Ix t igI.[ :k g,, rP I.Ikn n ro-e do CeEa j.o- r nn rE ay { l em t :k r -bin k E 80083 ta waso--gereee[trl.uE eMitEklBGd rma, [sett kNhixy[ ae..lkhndku t usr,rtGEEdwr dra .d ur.r ard„•-inleefisnt•t:rn IBn,wta.[t,an.l,:„o-:u.:<:..,:.St;y aHwc,,,u Hn.l t. Ent 445?St. Lucie Blvd. iih: xisi ithittta.xmMtgedei t-n v.Yia ty'q tl ie,hd. lk Tra. Win Ito— sk T 4, d.:11ty Digan" 1—Tusk Eq it, 1,44y.All .efoo inilw t., da5nt>Ttn- Fort Pierce, FL 34946 Eepyright V 70164 1 iaof Trusses Arthery T. Icmbo IT, F.E. BeprDWI. anhis dowmeut, inony form, is prohibiled wifhounbe written permission1-4-1 hoi Trusses- Anthony 1. Iomho!ll, P.E. Job Truss Truss Type Qty Ply XR5LG1BL9 M7G Jack -Closed Girder 1 1 A0069915T-Jobeference opt At Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:48:01 2017 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-f5?LXnauZwfX9PHyz6M3tKIvuOaUP14gxJFR?ZzMYpS 3-6-0 7-0-0 3-6-0 3-6-0 1.5x4 II 3 6x6 = 3x6 11 4x4 = 3-6-0 3-6-0 7-0-0 3-6-0 Plate Offsets (X Y)- 1:0-0-0 0-2-141 [2:0-1-8 0-1-8] 4:0-1-12 0-2-0) [5:0-4-8 0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.03 4-5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.95 Vert(TL) 0.07 4-5 999 180 BOLL 0.0 Rep Stress Incr NO WB 0.64 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MP Wind(LL) 0.03 4-5 999 360 Weight: 40 lb FT = 0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-9-4 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 1480/0-3-8 (min.0-1-12) 4 = 1564/Mechanical Max Horz 1 = 138(LC 23) Max Uplift 1 = 432(LC 8) 4 = 527(LC 8) Max Grav 1 = 1480(LC 1) 4 = 1564(LC 1) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2109/600 BOT CHORD 1-9=-651/1912, 5-9=-651/1912, 5-10=-651/1912,4-10=-651/1912 WEBS 2-5=-434/1579, 2-4=-2152/732 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 432 lb uplift at joint 1 and 527 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 832 lb down and 265 lb up at 1-6-12, and 832 lb down and 265 lb up at 3-6-12, and 832 lb down and 265 lb up at 5-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25 Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (lb) Vert: 5=-832(F) 9=-832(F) 10=-832(F) A-4.9a Nay. Klee fiz t P ir45>SriEt i?-:F6 Ht4 4i t1""Xe E'l 4[t' s ,s"GiLXN hie 6e i #;g§ j.taamiaq t g n L; a kg IM!w14e iris ri tc it P; i tt 9kh:t s lq tst rtt -1.1, W.I V _0.0'rlf SE Ct'. S'4 (El Qt lyt##lid I R}"tit ttf 4_.§t tiq,rpxt LHVAr IQG iNtiEt aA:f fttktRP!' IrmiRtt Jt,r9t3 a;i!r tx. hYk 3.. i•(M'jit liy Et}'ft{ H-I"s{t l qjp lrl-r tt#i j 35 § .Inrq Rl qS 1d I. xh f t u. Y,i! iix mimzd .tV v.ee,ai=alxmep k r,i'khOny T. To rb4 II:, P.E. e,'At§ gC (pnF 49 etPxSN ixna.r(# tv6d ktt fqit,NiFekei. d &NIg Ixggrg:aaxdfP b[- i Dwat3tthrsdFs !k saad r d qe hi' x lhaaki'Etea ;:k 80083 SKI lttrH, t3..Re I4t AM1.SFvfr 5, :%es.§y5-1Ga. pY gCFgf.Fft 9£ liti lb -0dtlata,!*.Cfst q,Ct. SdP, F. (C'Blvd., Maizekvsti;¢rstaUe„eed psch ,t'hHhe le"fes-c€e4'Stlr+ss7s Eylxs s 5.^ktat q.tii Fss ]Na:giten §dam Mu{dnnii ,ut a;t mlb ih l. Fort Pierce, 3594,, Zi Cn Pr ' rirlit "MA-11,011ass" AnlA;yi. inmbe lL, F,E. .pmdadep ai lhisdat>Yuen in ooy fa a. rs pmhbrted r.th.a)6exnhep yzim¢s.ae lrv®A-3[eoi lr ss?cs-AntAaaq l.lnr,:4a ili,iP. Job Truss Truss Type Qty Ply A0069916 XR5LG1BL9 VM3 Valley 1 1 Job Reference (optional) Al Roof Trusses, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:48:01 2017 Page 1 ID:hA3xRN7kH8GY_sQsevncy2zOBnp-f5?LXnauZwfX9PHyz6M3tKlwwOoXPB6gxJFR?ZzMYpS 3-0-0 J 3-0-0 a d0 2x4 5 nn Fig LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) n/a n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-P Weight: 8 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 or purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 or bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1 = 90/2-11-6 (min.0-1-8) 2 = 6712-11-6 (min.0-1-8) 3 = 22/2-11-6 (min. 0-1-8) Max Horz 1 = 46(LC 12) Max Uplift 1 = 22(LC 12) 2 = 53(LC 12) Max Grav 1 = 90(LC 1) 2 = 67(LC 1) 3 = 45(LC 3) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 1 and 53 lb uplift at joint 2. LOAD CASE(S) Standard rnsJy;eR:. tk ! tsk DlRi:,St J'LtMs)e€'tH.ifUA',.E[i t€:1Jt "6T[t15aR;F:iS6Yf51'MR. iaet8s fmaeCrs ei m6 sd,.g, :ossk y.rrrigll6.;Mtie ham lJawelR.fii'r.rt, Writ tnx s; wc:;e skxduffit?G&: db 0 .—W orn rw"ilama, to€akmu.. [a4},q ec,i r' a sdamIDe resaesnas a:xat-drgi emd ryms +tn dR 4s ispAhe;ud€,(a,mmd. as td4( m!:;rasp asftm.a»teq auexs slrt€ AnthonyT Tnmbo II', P.E. W eu Oft d .a. as aaq, y .psssiks d ,t6. -- u5u qW.6. klai7 "_srx seen x lux, 1,k xtad Warm 114 t - au683 4ldMj;mrr sd tuoasr. ldza nxiak i"6 pa t,es emJktisesSde Mltq Gq sS ssl. tixrtin t(Sr rstlisaNkr en ssvl iehita as psn(p,dean. tT•'dr.'uas arnq .Qussud k:xsSSri. sML e,dm @a.p [ag n 3e;s Ya rtar,alns 44615t„urie Blvd. xlneludshtAga.a~x>tzprdnaa+,,rapttn.prae-arind.;trtns_s,p€ seat<knxat.rusxmtn:yxaniqur naa+tzty.,;wueseda,asm:,le,dhlfda. Fort Nerce, FL 34946 apgrigbl( 2Ddb A-d Aaatltasses-AnlAaay Llembo3ll, P,F, iapsnductu sd ibis damment. in say tarm; is pmbibited+aboO the wtiuen pvmissisrfa. A-3dea(irusses-dslFacy l.temEe II1: P,E. Job Truss Truss Type Qty Ply XR5LG1BL9 VM5 Valley 1 1 A0069917 Job Reference (optional) Al Root I russes, Fort Pierce, FL 34946, design@altruss.com Run: 8.020 s Aug 31 2016 Print: 8.020 s Aug 31 2016 MiTek Industries, Inc. Thu Apr 27 10:48:02 2017 Page 1 I D:hA3xRN7kH8GY_sQsevncy2zOBnp-7HZjl7bXKEnOnZs8XptlQYr5ZQ8k8eMpAz_?X?zMYpR 5-0-0 5-0-0 2x4 1.5x4 II LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight: 16 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 4-11-6. lb) - Max Horz 1= 86(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 3 except 5=-104(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 3, 5, 4 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-183/276 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=5.Opsf; BCDL=5.Opsf; h=25ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-9-1 to 3-6-0, Interior(1) 3-6-0 to 5-0-0 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except Ot=lb) 5=104. LOAD CASE(S) Standard O'sr.tq lMt a nwtYy •e.axlYt S tr 1tUSSi>I'4t1:3"tFtrJ1!":W1[ON-it7S5:EliCM rtIRCiA3R9A;c9EYi%I'hm. tttlr kzietslminz+dittt edts . Gds:tttt hipar'.hp lDC, nd3 d@r, L:errn l,5'.t, i_lrsus SMekkhtt .lsxss, akrtt3sse s ti aht!ED; rt( Yi.tt aattx ptets.tc Ee ts'tf ht lDDakrtlil.: trn tdgl qie l.,Ihiq"sghn,te deEuatigD arsx nz;etaxlcealcede d!tpctxup, pc sipfpkktes rpd6e tad:1 ze A'ittttk i3G hx! IRI .ie WsT+eaptaes,aody au sz M1=n Anthony T. TOmbO L'€, P.E. t ado t t M u s#tgem ata ka dk s mst .rd pwaa tn ph n a t ma s x nd da tnl 1 gptdda 1 p dqt , cxmt N- R .nGaumn:ag ltWh6 wa s.d z 8OC1834tE :4et h:y nul rt thr ArmssdWnftt r`ar&bt prxtss gsdsa #ta tWtm, Gspmdix+'p ldnce.9xt USf teklisalq ut SRtn ;dntaXMt.tM itdn;.z lA.kattsha aaEsznF ifles#Ft,. ss qtd Imo tk:xt SI'xltt hti{lpNiilS9J it:Ni tpµa!i 1Tp Et d'p4t!JN-it.N,lllrs3lsgflprs,:FD. Se tq tnp.e.:pr•cei•tss.rslsa:,ieee MldXat, +if$Fl..dh ,.. of i5 te dtlplpbt. • p°a=p -Iris ksdSAnN, St 4451 St. Lode Blvd. Pont Nerce, FL 34946 lopgrigbl L'1016 A-t itoi isaszes-Anthaq L inmbe ill, HE,, geprodadnn ti ibis dowmtnt inaay tntm: hpahlbiitdwdbovibt wdren pt;missianirom A11041 irnsists-Anl6n+yl. locbn Ill: P,L JANUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772409-1010 TYPICAL HIP / KING JACK CONNECTION I STDTLOI CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. Attach End Jack's w/ (4) 16d Toe Nails @ TC 3) 16d Toe Nails @ BC Attach King Jack w/ (3) 16d Toe Nails @ TC & 24" Strap w/ (6) 10d x 1.5" ea. end @ BC 0 ti ttach Corner Jack's f/ (2) 16d Toe Nails @ TC & BC (Typ) Attach Corner Jack's w/ (2) 16d Toe Nails @ TC & BC (Typ) ffip S ii ,tiNxtGk [tt t<ia xit%t^P<kis `iV'3 as{gl-S'# i#r(&Jk.:, N W3 RM81 k^2eg6ibrmdw^-a61 !&;.p' at Mkt 4.2em + R1ss a ar.:. w ,. as 4 rra. .. i zlWu wale...xe:k abt [ of s-i ! a s t Ey. e e. i, ;fsj a'fe_cx :[A.d..xsm rrgsne t y ,amd eyae«a{ -f]£ dugs Hxasd +ql-:f- dkt3mh i.§ wx T[k isw-feu o zvlaj iar Annony T. T rib aat s: Am ma.w dr.. i t ce.'y; AFk de xrei sarh! #men9xM sae§ yr a4a d'h[ l kh 4lkE p..rga #au 16f ]dk ,etwPd eAe: -fi. Ana s xifyk a¢. zx ^f`r esiq.x;€k's .xm r=A 3)3}l3 z1f`A E n',iP Ikt 4 dltt]i(h fF 'iR9sJ F8WaaNS ]CY5r2= I '&a SW':'' 1 a 1:l RSii M .d 7 Fki 6A1W tl liii {1£a@'A'e 3§It5A3R -,S $ rkal i C< S fP'p%tCP v3(51 - 4431 S a ie Etvd. Wa ta ° sa a , xti%eca'FLz34946 tapigat 2-9€€itl&taltrsses Aa4Zn)t flmbc lli Ft:: iayK 3asiQa sf»dursmz:i cgterro,Fashi4ea hu...r at tparasszri3 ar•1'I esca deFi ce tLs t,A€.E - January 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 TYPICAL HIP / KING JACK CONNECTION 1 STDTL02 MIAMI-DADE CORNERSET SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. B, C up to 60' Mean Roof Height and Exposure D up to 30' Mean Roof Height. Attach King and End Jack's w/ (1) LSTA12 Twist Strap @ TC w/ (10) 10d Nails Min. Per Strap and (3) 16d Toe Nails NOTE: IN ADDITION TO STRAPPING TOENAIL BOTH CHORDS OF CORNER JACKS TO CARRYING MEMBER PER THE FOLLOWING SCHEDULE: 2X4: (2) 16d Toe Nails 2X6: (3) 16d Toe Nails LSTA12 TWIST STRAP W/ MIN. (10 MANUFACTURER'S RECOMMENDE JACK/CORNER JACK (TYP.) NOTE: CONNECTION DESIGNED IN ACCORDANCE WITH FBC 2321.6-2321.7 PROVIDING METAL STRAPPING (FLORIDA APPROVED PRODUCT) TO RESIST MIN. 700LB UPLIFT AT ALL CONNECTIONS IN HVHZ 0 ti Attach King and End Jack w/ (1) HJC26 Hanger on BC. Attach Cornea Jacks w/ (1) LSTA12 Twist Strap @ C and BC (Typ) w/ (10) 10d Nails Min. Per Strap HIP OR KING JACK (TYP.) as.en,-'#ke ita'Hz 0.![ f[k fizi"FLld3lk,i KCC€i.3'"i 7'N$fY I€4 K1C{.i1` 9 €3t `Nm +r,roi aid 't nBPdtip `e gt2 mf HPc,ice I ;st :. fte tffti ?i !€ s€a yirc ae.r.t ,ti= kx z e::E6ten v m:€al p v €uan °fu Vie€ A& 1ajfsparka t€tl . p .arsicr sroE3L7 . ash! rtIv-'€ww, 4.er smdx eµ:ar'E ale hs€pr:aaxatitll.'a R?ui 9+1 IxtraU..xE r1 ri 9 t a=v l€:::t*tt vat .aa aex a3 tl.amee 3ni't nyT.-:T ml. iil, P.f. mm um 4G :8du&, aEltzt3f4k[- wa R€ct* ccN xttitn sYxin aa aa sx¢x»kslt-'xsa€fp.,ibaiisc A yzcearo7P41 t^xt=6,xa; W€sra#aem . .F.,xa d:a2; afzi.te`,,;: - b1! 15. EI tt t Qfce F • ,f:: .. P,.wig.d 11IE,4-i Paaf.rassec Ay>3riq'lam5.'R.P.#.;&e{re4x^ia ftizsdu<ement s 4gda+ml,a&hitr€xPLa d€dkwriiktaPermsv:,hcakAEzz{€lnss z A ttarr i.lea at9, ?1.. ... F FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772409-1010 ALTERNATE GABLE END BRACING DETAIL ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD 1' - 3' MAX. OIAG. BRACE AT 1/3 POINTS IF NEEDED IT IS THE RESPONSIBILITY OF THE BLDG. DESIGNER OR THE PROJECT ENGINEER/ARCHITECT TO DESIGN THE CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENOS. HORIZONTAL BRACE SEE SECTION A -A) TRUSSSES @ I— 24' O.C. STDTL03 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH 4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - 10d COMMONS. NAIL DIAGONAL BRACE TO PURLIN WITH TWO 16d NAILS. 2X4 PURLIN FASTENED TO FOUR TRUSSES WITH (2) - 16d NAILS EACH. FASTEN PURLIN TO BLOCKING W/ (2) - 16d NAILS (MIND. PROVIDE 2X4 BLOCKING BETWEEN THE TRUSSES SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH ENO. ATTACH DIAGONAL BRACE TO BLOCKING WITH 5) - IOd COMMON WIRE NAILS. END WALL CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE FOLLOWING NAIL SCHEDULE. METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONG SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICAL NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d 031' X 3') NAILS SPACED 6' O.C. FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d 131'X3') NAILS SPACED 6' O.C. (2X4 STUDS MINIMUM). MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. ALI BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. UKA- TRUSS 1., 3TUD N THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS. STRUCTURAL / AN AOEOUATE DIAPHRAGM OR OTHER METHOD OF BRACING GABLE TRUSS / MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BRACING SHOWN IN THIS DETAIL IS FOR VERTICAL/STUDS ONLY. NOTE: THIS DETAIL IS TO BE USED ONLY FOR/ STRUCTURAL GABLES WITH INLAYED STUDS. TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD GABLE / TRUSS FEBRUARY 17, 2017 STANDARD PIGGYBACK TRUSS STDTL04CONNECTIONDETAIL THIS ETAIL IS APPLICABLE FOR THE FOLLOWING WINO CONDITIONS: ASCE 7-98, ASCE 7-02, ASCE 7-05, ASCE 7-10 WIND STANDARDS UNDER ALL A-1 ROOF TRUSSES ENCLOSURE AND EXPOSURE CONDITIONS AS LONG AS NO UPLIFT EXCEEDS 377 4451 ST. LUCIE BLVD. LBS. REFER TO ACTUAL PIGGYBACK TRUSS DESIGN DRAWING FOR UPLIFTS. FORT PIERCE, FL 34946 772409-1010 NOTE: THIS DETAIL IS VALID FOR ONE PLY TRUSSES SPACED 24' O.C. OR LESS. PIGGYBACK TRUSS - REFER TO ACTUAL TRUSS ESIGN DRAWING FOR ADDITIONAL PIGGYBACK TRUSS INFORMATION. SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS (SPACING NOT TO EXCEED 24' O.C.) A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. ATTACH PIGGYBACK TRUSS TO THE BASE TRUSS WITH 3' X 8' TEE -LOCK MULTI -USE CONNECTION PLATES SPACED 48' O.C. PLATES SHALL BE PRESSED INTO THE PIGGYBACK TRUSS AT 48' O.C. STAGGERED FROM EACH FACE AND NAILED TO THE BASE TRUSS WITH FOUR (4) 6d (1.5' X 0.099') NAILS IN EACH PLATE TO ACHIEVE A MAXIMUM UPLIFT CAPACITY OF 377 LBS. AT EACH 3' X 8' TEE -LOCK MULTI -USE CONNECTION PLATE. (MINIMUM OF 2 PLATES) ATTACH EACH PURLIN TO THE TOP CHORD OF THE BASE TRUSS. PURLINS AND CONNECTION BY OTHERS) BASE TRUSS REFER TO ACTUAL TRUSS DESIGN DRAWING FOR ADDITIONAL BASE TRUSS INFORMATION. FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 SEi TRUSS OF 10d TRUSSED VALLEY SET DETAIL - SHEATHED GABLE ENO, COMMON TRUSS, OR GIRDER TRUSS DETAIL A GENERAL SEPCIFICATIONS: STDTL05 1. NAIL SIZE = 3' X 0.131' = 10d 2. WOOD SCREW = 4.5' WS45 USP OR EQUIVALENT. 3. INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES. 4. INSTALL VALLEY TRUSSES (24' D.C. MAXIMUM) AND SECURE TO BASE TRUSSES AS PER DETAIL 'A'. 5. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. 6. NAILING DONE PER NOS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. GABLE END, COMMON TRUSS, OR f,TRf1FR TRUSS WIND ESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WINO DESIGN PER ASCE 7-10: 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WINO DURATION OF LOAD INCREASE:1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. ATTACH 2X4 CONTINUOUS N2 SYP TO THE ROOF W/ TWO LISP WS45 (1/4' X 4.5') WOOD SCREWS INTO EACH BASE TRUSS. FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34946 772.409-1010 VALLEY TRUSS TYPICAL) SE TRUSS OF 10d TRUSSED VALLEY SET DETAIL GABLE END, COMMON TRUSS, OR GIRDER TRUSS I / - / NO SHEATHING) N.T.S. STDTL06 GENERAL SP IFI ATIONS 1. NAIL SIZE = 3' X 0.131' = 10d 2. WOOD SCREW = 3' WS3 USP OR EQUIVALENT. OD NOT USE DRYWALL OR DECKING TYPE SCREW. 3. INSTALL VALLEY TRUSSES (24' O.C. MAXIMUM) AND SECURE PER DETAIL 'A'. 4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIDUAL DESIGN DRAWINGS. S. BASE TRUSS SHALL BE ESIGNED WITH A PURLIN SPACING EQUIVALENT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING. G. NAILING DONE PER NOS - 01. 7. VALLEY STUD SPACING NOT TO EXCEED 48' O.C. BASE TRUSSES WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH WIND DESIGN PER ASCE 7-10: 160 MPH MAX MEAN ROOF HEIGHT = 30 FEET ROOF PITCH = MINIMUM 3/12 MAXIMUM 6/12 CATERGORY II BUILDING EXPOSURE C WIND DURATION OF LOAD INCREASE:1.60 MAX TOP CHORD TOTAL LOAD = 50 PSF MAX SPACING = 24' O.C. (BASE AND VALLEY) MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES. ATTACH 2X4 CONTINUOUS #2 SYP TO THE ROOF W/ TWO USP WS3 (1/4' X 3') WOOD SCREWS INTO EACH BASE TRUSS. TRUSSED VALLEY SET DETAIL STDTI-07FEBRUARY17, 2017 (HIGH WIND VELOCITY) A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409.1010 ATTACH \ TRUSSES WITF WIN DESIGN PER ASCE 7-98, WINO DESIGN PER ASCE 7-10: MAX MEAN ROOF HEIGHT = 30 F CATERGORY II BUILDING EXPOSURE B OR C WINO DURATION OF LOAD INCRE MAX TOP CHORD TOTAL LOAD = nu r r MAX SPACING = 24' O.C. (BASE AND VALLEY) SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST BE DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2' - 10' ON AFFECTED TOP CHORDS. NOTES: 1. SHEATHING APPLIE AFTER INSTALLATION OF VALLEY TRUSSES. 2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER. NON -BEVELED BOTTOM CHORD FOR BEVELED BOTTOM CHORD, CLIP MAY BE APPLIED TO EITHER FACE. CLIP MAY BE APPLIED TO THIS FACE UP TO A NON -BEVELED MAXIMUM 6/12 PITCH BOTTOM CHORD o e oe CLIP MUST BE APPLIE TO THIS FACE WHEN PITCH EXCEEDS 6/12 MAXIMUM 12112 PITCH) FEBRUARY 17, 2017 STANDARD GABLE END DETAIL TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/lOd NAILS, 6' O.C. VERI STUD SECTION B-B A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD, FORT PIERCE, FL 34946 772 409-t010 TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. DIAGONAL BRACE 4' - 0' O.C. MAX. SEE INDIVIDUAL ENGINEERING DRAWINGS FOR TRUSS DESIGN CRITERIA. STDTL08 VERTICAL 2X6 SP OR SPF STUD 2 DIAGONAL BRACE 4) - 16d NAILS 16d NAILS SPACED 6' O.C. 2) lOd NAILS INTO 2X6 2X6 SP OR SPF #2 2X4 SP OR SPF #2 TYPICAL HORIZONTAL BRACE NAILED TO 2X4 VERTICALS SECTION A -A W/(4) - 10d NAILS 12 PROVIDE 2X4 BLOCKING BETWEEN Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5) - 10d NAILS 4) Bd NAILS MINIMUM, B 3X4= PLYW000 SHEATHING TO 2X4 STO SPF BLOCK v DIAGONAL BRACING ** L - BRACING REFER REFER TO SECTION A -A TO SECTION B-B 24' MAX. NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO 12' MAX. BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6' O.C. S. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM AT4'-0'O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIOSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE STUDS WITH (3) IOd NAILS THROUGH 2X4 (REFER TO SECTION A -A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. B. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. DIAG. BRACE - 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE AT 1/3 POINTS TRUSSES IF NEEDED 10. IOd AND 16d NAILS ARE 0.131'X3.0' AND 0.131'X3.5' COMMON WIRE NAILS RESPECTIVELY. 11. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC. MINIMUM STUD SIZE SPECIES AND GRADE STUD SPACING WITHOUT BRACE 2X4 L - BRACE DIAGONAL BRACE 2) DIAGONAL BRACES AT 1/3 POINTS MAXIMUM STUD LENGTH 2X4SP#31STUD 12'0.C. 3-8-10 5-6-11 6-6-11 11-1-13 2X4 SP #31 STUD 16' O.C. 3-3-10 4-9-12 6-6-11 9-10-15 2X4 SP #31 STUD 24' O.C. 2.8-6 3-11-3 54-12 8-1-2 2X4 SP #2 12" O.C. 3.10.15 5-6-11 6-6-11 11-8-14 2X4 SP 42 16" O.C. 3-0-11 4-9-12 6.6-11 10-8-0 2X4 SP #2 24' O.C. 3-1-4 3-11-3 6-2-9 9-3-13 DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d NAILS 6' O.C., WITH 3' MINIMUM END DISTANCE. BRACE MUST COVER 907 OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2. MAX MEAN ROOF HEIGHT = 30 FEET EXPOSURE B OR C ASCE 7-10 190 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE: 1.60 CONNECTION OF BRACING IS BASED ON MWFRS. ROOF SHEATHING l K F " AILS IOd 1,11 TRUSSES @ 24' O.C. 2X6 DIAGONAL BRACE SPACED 48' O.C. ATTACHED TO VERTICAL WITH (4) - 16d NAILS, AND ATTACHED TO BLOCKING WITH (5) - IOd NAILS. HORIZONTAL BRACE SEE SECTION A -A) ENO WALL T-BRACE / I -BRACE DETAIL STDTL09FEBRUARY17, 2017 WITH 2X BRACE ONLY NOTES: T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING as IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER 907 OF WEB LENGTH. THIS DETAIL NOT TO BE USED TO CONVERT T-BRACE./ I -BRACE WEBS TO CONTINUOUS LATERAL BRACED WEBS. A ROOF TRUSSES 4451 ST.LUCIE BLVD. FORT PIERCE, FL 34946 772-409.1010 NAILING PATTERN T-BRACE SIZE NAIL SIZE NAIL SPACING 2X4 OR 2X6 OR 2X8 10d 6" O.C. NOTE: NAIL ALONG ENTIRE LENGTH OF T—BRACE / I —BRACE (ON TWO—PLY TRUSSES NAIL TO BOTH PLIES) NAILS BRACE SIZE FOR ONE -PLY TRUSS SPECIFIED CONTINUOUS ROWS LATERAL BRACING OF WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 I -BRACE 2X6 2X6 T-BRACE 2X6 I -BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE BRACE SIZE FOR TWO-PLY TRUSS SPECIFIED CONTINUOUS ROWS OF LATERAL BRACING WEB SIZE 1 2 2X3 OR 2X4 2X4 T-BRACE 2X4 1-BRACE 2X6 2X6 T-BRACE 2X6 [-BRACE 2X8 2X8 T-BRACE 2X8 I -BRACE T-BRACE / I -BRACE MUST BE SAME SPECIES AND GRADE (OR BETTER) AS WEB MEMBER. NAILS WEB NAILS I -BRACE NAILS 1( WEB T-BRACE SECTION DETAILS FEBRUARY 17, 2017 LATERAL BRACING RECOMMENDATIONS s r STDTL10 f0 MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, X6 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. NOTE 1: 2XG STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONE IRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW. 4451 ST. LUCIE BLVD. FORT PIERCE, FL34946 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE772409-1010 BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. INSERT WOOD SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (DO NOT USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS) ANCHOR TO ATTACH WEB WITH (3) - lOd SCAB WITH (3) - 10d TO TOP CHORD NAILS (0.131' X 3') NAILS (0.131' X 3'). I ATTACH TO WEB SWITH 3 X- VERTICAL BLOCKING BEHIND THE VERTICAL WEB IS RECOMMENDED WHILE NAILING THE STRONGBACK USE METAL FRAMING -I Z ATTACH TO VERTICAL ANCHOR TO ATTACH WEB WITH (3) - 10d TO BOTTOM CHORD NAILS (0131' X 3') ATTACH 2X4 VERTICAL TO FACE OF TRUSS. FASTEN TO TOP AND BOTTOM CHORD WITH 2) - 10d NAILS (0.131' X 3') IN EACH CHORD ATTACH TO VERTICAL SCAB WITH (3) - 10d NAILS (0.131' X 3') TRUSS 2XG 4' - 0' WALL STRONGBACK (TYPICAL SPLICE) (BY OTHERS) ATTACH TO CHORD WITH (2) #12 X 3' WOOD SCREWS 0.216' OIA.) INSERT SCREW THROUGH OUTSIDE FACE OF CHORD INTO EDGE OF STRONGBACK (00 NOT USE DRYWALL TYPE SCREWS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENOS TO AN ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB CENTERED ON THE SPLICE AND JOINE WITH (12) - 10d NAILS (0.131' X 3') EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) - 10d NAILS (0.131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL). BLOCKING BY OTHERS) FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE. FL 34946 772-409-1010 LATERAL TOE -NAIL DETAIL NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE RIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER ENO AS SHOWN). 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE -NAIL SINGLE SHEAR VALUES PER NOS 2001 (LB/NAIL) DIA SP OF HF SPF SPF-S 131 88.0 80.6 69.9 68.4 59.7 z 135 93.5 85.6 74.2 72.6 63.4 0J ri 162 108.8 99.6 86.4 84.5 73.8 128 74.2 67.9 58.9 57.6 50.3 0Z0J 131 75.9 69.5 60.3 59.0 51.1 148 81.4 74.5 64.6 63.2 52.5 N M STDTL11 THIS DETAIL IS ONLY APPLICABLE TO THE THREE END DETAILS SHOWN BELOW. VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY. SIDE VIEW 2X3) 2 NAILS NEAR SIDE NEAR SIDE VALUES SHOWN ARE CAPACITY PER TOE -NAIL. SIDE VIEW APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. (2X4) 3 NAILS EXAMPLE: NEAR SIDE 3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES BOTTOM CHORD NEAR SIDE FOR LOAD DURATION INCREASE OF 1.15: NEAR SIDE3 (NAILS) X 84.5 (LB/NAIL) X 1.15 (DOL) = 291.5 LB MAXIMUM CAPACITY ANGLE MAY VARY FROM 30' TO 60' 45.00' ANGLE MAY VARY FROM 30' TO 60' 45.00° SIDE VIEW 2X3) 2 NAILS 1 NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30' TO 60' 45.00° FEBRUARY 17, 2017 1 UPLIFT TOE -NAIL DETAIL I STDTL12 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORTPIERCE, FL 34946 772- 409-1010 THIS DETAIL SHALL BE USED FOR A CONNECTION RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS. NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER ENO AS SHOWN. 2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION. TOE - NAIL WITHDRAWAL VALUES PER NOS 2005 (LB/NAIL) DIA. SP OF HF SPF SPF-S L9 131 59 46 32 30 20 ZO J 135 60 48 33 30 20 LQ 162 72 58 39 37 25 J 128 54 42 28 27 19 F- z Z 131 55 43 29 28 19 W 148 62 48 34 31 21 JJ N Q M Z 120 51 39 27 26 17 U Z 128 49 38 26 25 17 O 131 51 39 27 26 17 J 148 57 44 31 28 20 Il) VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE URATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: 3) - 16d NAILS (0.162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE FOR WIND DOL OF 1.33: 3 ( NAILS) X 37 (LB/NAIL) X 1.33 (OOL FOR WIND) = 14B LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND FOR WIND OOL OF 1.60: 3 ( NAILS) X 37 (LB/NAIL) X 1.60 (OOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WINO IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LBS (177 LBS) BUILDING DESIGNER IS RESPONSIBLE TO SPECIFY A IFFERENT CONNECTION. USE ( 3) TOE -NAILS ON 2X4 BEARING WALL USE ( 4) TOE -NAILS ON 2X6 BEARING WALL NEAR SIDE FAR S] SIDE VIEW L TOP PLATE OF WALL VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY END VIEW 1 NAIL NAIL FEBRUARY 5, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 1.0 x 4 TYP 2x2 NAILER ATTACHMENT I STDTLI3 2x2 NAILER ATTACHMENT GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 170 mph, ASCE 7-10, 29'-0" Mean Height, Exp. B, C or D. April 11, 2016 A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TYPICAL ALTERNATE BRACING DETAIL FO EXTERIOR FLAT GIRDER TRUSS 4) 12d TRUSS 2411 O.C. UPLIFT CONNECTION SEE ROOF TRUSS) EXTERIOR FLAT GIRDER 12 VARIES STDTL14 4) 12d MAX 30" (2'-6") 2x6 #2 SP (Both Faces) 24" O.C. SIMPSON H5 my,4-T. ternbo 2 I; 8011183 FEBRUARY 17, 2017 A-1 ROOF TRUSSES 4451 ST, LUCIE BLVD. FORT PIERCE., FL 34946 772-409.1010 STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND I STDTL15DAMAGEDORMISSINGCHORDSPLICEPLATES TOTAL NUMBER OF NAILS EACH SIDE OF BREAK * X INCHES) MAXIMUM FORCE (LBS) 157 LOAD DURATION SP OF SPF HF 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 2X4 2X6 20 30 24' 1706 2559 1561 2342 1320 1980 1352 2028 26 39 30' 2194 3291 2007 3011 1697 2546 1738 2608 32 48 36' 2681 4022 2454 3681 2074 3111 2125 3187 38 57 42' 3169 4754 2900 4350 2451 3677 2511 3767 44 66 118' 3657 5485 3346 5019 2829 4243 2898 4347 DIVIDE EQUALLY FRONT AND BACK ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (.131' DIA. X 3'). STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 3' MEMBER ENO DISTANCE. THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 12'. (C=PLATE LENGTH FOR SPLICE REPAIRS) THE MINIMUM OVERALL SCAB LENGTH REQUIRED (L) IS CALCULATED AS FOLLOWS: L = (2) X + C 10d NAILS NEAR SIDE 10d NAILS FAR SIDE TRUSS CONFIGURATION AND BREAK LOCATIONS FOR ILLUSTRATIONS ONLY THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AND A MINIMUM OF G' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE). DO NOT USE REPAIR FOR JOINT SPLICES NOTES: 1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED. THE ENTIRE TRUSS SHALL BE INSPECTE TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED. WHEN THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED. 2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR AND HELD IN PLACE DURING APPLICATION OF REPAIR. 3. THE END ISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOI UNUSUAL SPLITTING OF THE WOOD. 4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY. 6. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. FEBRUARY 17, 2017 1 SCAB APPLIED OVERHANGS I STDTL16 e A-1 ROOF TRUSSES 4451 ST. LUCIE BLVD. FORT PIERCE, FL 34946 772-409-1010 TRUSS CRITERIA: LOADING: 40-10-0-10 DURATION FACTOR: 1.15 SPACING: 24' O.C. TOP CHORD: 2X4 OR 2XG PITCH: 4/12 - 12/12 HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL END BEARING CONDITION NOTES: 1. ATTACH 2X-SCAB (MINIMUM #2 GRADE SPF, HF, SP, F) TO ONE FACE OF TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' OIA. X 3') SPACED 6' O.C. 2. THE ENO ISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. 2X SC NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED WHEN OVERHANG HAS BEEN BROKEN OFF. IMPORTANT THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24' O.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD LOADS NOT EXCEEDING 50 PSF. TRUSSES NOT FITTING THESE CRITERIA SHOULD BE EXAMINED INDIVIDUALLY. REFER TO INDIVIDUAL TRUSS DESIGN FOR PLATE SIZES AND LUMBER GRADES Jww NIIINMNi 1 ROOF TRUSSES A FLORIDA CORPORATION Important (Votes / Please Review Prior to Truss Installation: 1 ) Trusses are to be handled, installed and braced in accordance to the following standards: ANSI/TIP 1-2007; WTCA 1-1995 — "Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses", and "BCSI 1-03 Guide to Good Practice For Handling, Installing, & Bracing of Metal Plate Connected Wood Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof Trusses. Spanish versions are also available. 2) All temporary and permanent bracing design, connection, material, and labor by others. 3) Truss designs are for an individual component, not for a truss system. Reactions and uplifts may vary from building designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies. 4) If provided by truss manufacturer, any engineered beams provided have been sized using information design guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts, and bearing requirements. Truss manufacturer is not responsible for specifying beams, other than those provided by truss manufacturer. 5) Unless specified, roof trusses are not designed for any additional attic storage loads. 6) On flat surfaces, adequate drainage must be provided to avoid ponding. 7) It is the builder's responsibility to assure there is adequate room for A/C ducts, electrical wiring and plumbing runs to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic access opening should be located between trusses unless otherwise noted. 8) Unless specified, valley framing design, connection, material and labor to be supplied by the builder. 9) Attached drawings are standard details that cover most installation standards. Structural details provided by the building designer supersede any attached details. 10) Trusses are not designed to carry the chimney, cupola, steeple, or other structures unless specified. Structure should be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the structure above all loads and uplifts MUST be verified by building designer. Connection of structure to trusses must be provided by the building designer. 1 1) The specific engineered truss drawings are subject to other terms, conditions, and details on the truss placement plan and/or individual truss design drawings. 12) Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials, erection personnel, equipment, whether temporary or permanent, are not allowed unless specified on sealed engineered drawings. Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010. 4451 St. Lucie Blvd., Fort Pierce, FL 34946 772-409-1010Office 772-409-1015 Fax www.A1truss.com USP STRUCTURAL C ONNF°CTORS' Al Wake company Hangers Allowable Load (Ibs) DF-L/SP LSL LVL PSL SPF I -JOIST USP 160% Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T1 JUS24 1881, 655 750 820 510 4) - 10d (Header) FL821.39, 2) - lOd (Joist) 11- 0510.01, RR 25779 LUS24 670 765 825 490 4) - 10d (Header) 2) -10d (Joist) T2 JUS26 1881, 850 975 1060 1115 4) - 10d (Header) F L821.42, 2) - 10d (Joist) 11- 0510.01, RR 25779 LUS26 865 990 1070 1165 4) - 10d (Header) 2) -10d (Joist) T3 MSH422 1831, 2025 2025 2025 22) - lOd (Face -Face Max Nailing) FL822.36, 6) - 10d (Face - Top Max Nailing) 08- 6) - 10d (Joist -Face Max Nailing) 0303.06, 6) - 10d (Joist - Top Max Nailing) RR 25836 4) - 10d (Top - Top Max Nailing) 13116-R THA422 2245 2245 2245 6) -16d (Carried Member- Face Mount) 6) -10d (Carried Member- Top Flange) 22) -16d (Face - Face Mount) 2) -16d (Face - Top Flange) 4) -16d (Top - Top Flange) THA1422 1835 1835 1935 2) -10d x 1-112 or 2 -10d x 1-112 (Carried Member) 20) -10d or (2) -10d (Face) 4) -10d (Top) T4 THD26 1781, 2485 2855 3060 2170 18) - 16d (Face) FL13285.35, 12) - 10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU26 2940 3340 3600 1555 11) -10d x 1-112 (Carried Member) 20) -10d x 1-112 (Carried Member- Max Nailing) 20) -16d x 1-112 (Carrying Member) 20) -16d x 1-112 (Carrying Member - Max Nailing) S+T R^141C}.T+.Ur Ryfp. L A Wak' Company Hen Allowable Load (Ibs) DF-L/SP LSL LVL PSL SPF I -JOIST 160% LISP Label Stock No. Code Reports 100% 115°/a 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T5 THD26-2 1781, 2540 2920 3175 2285 18) - 16d (Face) FL13285.35, 12) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHU526-2 2785 3155 3405 1550 14) -16d (Face) 6) -16d (Joist) HTU26-2 2940 3340 3600 2175 20) -10d (Carried Member- Max Nailing) 20) -16d (Carrying Member - Max Nailing) T6 THD28 1781, 3865 3965 3965 2330 28) - 16d (Face) FL13285.35, 16) - 10d x 1-1/2 (Joist) 06- 0921.05, RR 25843 HTU28 3820 4340 4680 2140 26) -10d x 1-112 (Carried Member - Max Nailing) 26) -16d (Carrying Member - Max Nailing) T7 THD28-2 1781, 3950 4540 4935 2595 28) - 16d (Face) FL13285.35, 16) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHU528-2 4210 4770 5140 2000 22) -16d (Face) 8) -16d (Joist) HTU28-2 3820 4340 4680 3485 26) -10d (Carried Member - Max Nailing) 25) - 16d (Carrying Member - Max Nailing) T8 THD46 1781, 2540 2920 3175 2285 19) - 16d (Face) FL13285.35, 12) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHU545 2790 3160 3410 1550 14) -16d (Face) 5) -16d (Joist) S STRUCTURAL C:C9NN FC:TOR R- A MiTok' Ccmpsany Hangers Allowable Load (lbs) DF-L/SP LSL LVL PSL SPF 1-1O1ST 160% USP Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule T9 THD48 1781, 3950 4540 4935 2595 28) - 16d (Face) FL13285.35, 16) - 10d (Joist) 06- 0921.05, RR 25843 13116-R HHUS48 4210 4770 5140 2000 22) -16d (Face) 8) -16d (Joist) T10 THDH26-2 1881, 3915 4505 4795 2235 20) - 16d (Face) FL821.75, 8) - lOd (Joist) 06- 0921.05, RR 25779 13116-R HGU526-2 4355 4875 5230 2155 20) -16d (Face) 8) -16d (Joist) T11 THDH26-3 1881, 3915 4505 4795 2235 20) - 16d (Face) FL821.75, 8) - 10d (Joist) 06- 0921.05, RR 25779 HGU526-3 4355 4875 5230 2155 20) -15d (Face) 8) -16d (Joist) T12 THDH28-2 1881, 6535 7515 8025 2665 36) - 16d (Face) F L821.77, 10) - 16d (Joist) RR 25779 13116-R HGU528-2 7460 7460 7460 3235 36) -16d (Face) 12) -15d (Joist) T13 THDH28-3 1881, 6770 7785 8025 2665 36) - 16d (Face) FL821.75, 10) - 16d (Joist) 06- 0921,05, RR 25779 HGU528-3 7460 7460 7460 3235 36) -15d (Face) 12) - 16d (Joist) USP STRUCTURAL CONNECTORS' A MiTek' Company Fastener Comparison Table Connector Schedule Group Label LISP Stock No Required Fasteners Reference No Required Fasteners 4) - 10d (Header) 4) -10d (Header) T1 JUS24 LUS24 2) - 10d (Joist) 2) -10d (Joist) 4) - 10d (Header) 4) - 10d (Header) T2 JUS26 LUS26 4) - 10d (Joist) 4) -10d (Joist) 22) - 30d (Face - Face Max Nailing) 6) -16d (Carried Member - Face Mount) 6) - 10d (Face - Top Max Nailing) 6) -16d (Carried Member - Top Flange) T3 MSH422 6) - lod (Joist - Face Max Nailing) THA422 22) -16d (Face - Face Mount) 6) - 10d (Joist - Top Max Nailing) 2) - 16d (Face - Top Flange) 4) - 10d (Top -Top Max Nailing) 4) - 16d (Top - Top Flange) 11) -10d x 1-112 (Carried Member) 18) - 16d (Face) 12) - 10d x 1-1/2 (Joist) 20) - 10dx 1-112 (Carried Member- Max Nailing) T4 THD26 HTU26 20) -16d (Carrying Member) 20) -16d (Carrying Member -Max Nailing) 18) -16d (Face) 14) -16d (Face) TS THD26-2 HHUS26-2 12) - 10d (Joist) 6) -16d (Joist) 28) - 16d (Face) 26) - lod x 1-112 (Carried Member - Max Nailing) T6 THD28 HTU28 16) - lod x 1-1/2 (Joist) 26) -16d x 1-112 (Carrying Member- Max Nailing) 28) - 16d (Face) 22) -16d (Face) T7 THD28-2 HHUS28-2 16) - 10d (Joist) 8) -16d (Joist) 18) - 16d (Face) 14) -16d (Face) T8 THD46 HHUS46 12) r 10d (Joist) 6) -16d (Joist) 28) - 16d (Face) 22) -16d (Face) T9 THD48 HHUS48 16) - 10d (Joist) 8) -16d (Joist) 20) - 16d (Face) 20) -16d (Face) T10 THDH26-2 HGUS26-2 8) - 16d (Joist) 8) -16d (Joist) 20) - 16d (Face) 20) -16d (Face) T11 THDH26-3 HGUS26-3 8) - 16d (Joist) 8) -16d (Joist) 36) - 16d (Face) 36) -16d (Face) T12 THDH28-2 HGUS28-2 10) - 16d (Joist) 12) -16d (Joist) 36) - 16d (Face) 36) -16d (Face) T13 THDH28-3 HGUS28-3 10) - 16d (Joist) 12) -16d (Joist) USP STRUCTURAL CONNECTORS' A MiTeW Company REPAIR REQUESTS When sending in repair requests, please use engineering sheets to describe issue or damage, and email to design@altruss.com. NOTE: It is appreciated if actual pictures of the damage or problem are included with the engineering sheet, but pictures by themselves are usually not very helpful. Engineering sheets with the damage or issue noted are required. 1. If there are any special circumstances (sheeted, trades in, etc.) please make sure you note it on the drawing or email request. 2. We cannot provide sealed drawings for "field built" trusses. 2. See details below. BREAKS Use: i i it 3 n te ALTi MOVED BEARING. CPF Pd71SSItG 1 DAPIAGED PLATES TRUSS Iv1C?DiFiCAT10N: hca t t am be. G ctiv r r a to at erf E c(" zt cf ,i;F N k c do dimcn ion es n C1 c3 piat th,ri r4r:# a .1 ...d t ., a.x7i;; arr S,5r,v t.= i . is- ie_r,Hr1 3`IC 3x3 l 3x4 1 5x4 it x63' 4 7 8•. 10_ 11 '_ =_ 12 1 r 4 22` 21 20 19 18 17 16' 16 14. 7 1j2TOOLONG 1.5x4 11 3x6 = 1.5x4 11 1.5x4 11 izU6 = 3x6 FP= 3x4 = 30 = 4x6 = r . 7 a Y 4b 14' 0" 16' 0" 5 3 5/8" . _ 55/8"' .... LO `- CO 1' Oil HATCH LEGEND a'18...•.. i UNLESS NOTED OTHERWISE) I cR . 9 _ s NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE)- N .T.E: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE 9 e = ; T m a a e STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. q e ? e = a REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. - FOR BRACING & ERECTION DETAILS REFER - m e TO BCSI-03 AND/OR ENGINEER OF RECORD a " REPRESENTS THE LEFT SIDE OF _ EACH TRUSS DRAWING e E e - 30' 0" JUS24 i H; THD46 - z - 9- U U 8;- JUS26 iJ"; MSH422 11 ^ CJ1 .. e s e e - THD26 'U' MU526 ' e OD THD28 © - _ E 2 g: J3 CJ3 E _ - OE THD26-2 JS CJ5 OF ND28-2 JUS46 _ A01 - HB HANGER BY BUILDER e. t AB2 'v LOADING ROOF FLOOR WIND LOAD _ 05 LIVE LOAD 20 40 ASCE 7-10 v _ A03 y c=i DEAD LOAD 10 10 150 MPH EXP C - v LIVE LOAD SOi O CATEGORY IIA04_ m = v c DEAD LOAD SO 5 ENCLOSED AO' .......... m - a V TOTAL LOAD 40 55 FBC-2014 _ m e `e A05 - - -} DURATION FACTOR L25 1.00 TPI-2007oz rzl=y REV DATE BY REMARKSREVIv A05 "` - 12/09/2016 1T STAIRS D STAIR OPENING/CLOSET ABOVE - b Ol t rr .. - .;-- s a A04 - - s A03 It is understood that above - - - - conditions have been reviewed APPROVED _ o - 8 are acceptable for the APPROVED AS NOTED m A02 - fabrication at trusses, e = _ elevations,pitches, overhangs, REVISE AND RESUBMIT _ - N _ fascias,ceiling - - - - elevations/pitches, bearing d _ _ o REJECTED conditions &all detail pertaining - e -- B04 - -- to this truss placement plan. No - - - CJ5 back charges will be accepted without previous written DATE B09 — approval from an A-1 Roof- Trusses re resentative. REVIEWED BY _ - o CJ3 E c a c E l PLAN DATE ARCH: -/--/--- STRUCT:--/--/--- e m = _ B09 --_ U y/ - _ - 6 7 CJ7 CUSTOMER RYAN HOMES B04 U U U JOB NAME tARGOO "B" GWAG£L&T _ - B03 - - _ E OPTIONS) LANAI/9'-4"CLG - = 3 _ 003 COMMNTY B03 1 0. /LOT # BOnj i BLDG BLDG _ _'_ - s - 21' 4" 8' 8" TYPE # g JOB # - MASTER XR5LG1BL9 _ - - 5 DRAWN SCALE e " ` = e a e - DATE 03J20J2017 ee GOw AREA CALC e 1, Orr FLOOR 12 , 827= A-1 ROOF _ 302, FASCIA 02 e _ ROOF = TRU55E5 eE= HIP LINE 119 - A FLORIDA CORPORATION — a VALLEY LINE 17.1 Ph 772-409-1010 / Fax 772409-1015 RECORD COPY i City of Sanford Building and Fire Prevention Product Approval Specification Form 17-1 Permit # 392 Project Location Address 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 Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1: This entire product approval form 2.AA copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma Tru Smooth Star 15000.2/15000.'' Slid . ing Ply Gem 4780 FL 14634-R1 Sectional Wayne Dalton 9100 9174-R9 Roll Up Therma Tru Benchmark 15225.2 Automatic Other 2. Windows Single Hung Ply Gem 3753 14743-R1 Horizontal Slider Casement Double Hun Fixed Alenco 705 FL 12983.1 Awning Pass Through Projected Mullions Ply Gem 3700 15264 Wind Breaker Dual Action Other June 2014 1 Category/Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Aluminum Coils Vented I 12194-R1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Certain Teed XT-25/Landmark 5444-R4 Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofin tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 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 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Vicky Otero Please Print) June 2014 Constructioin Products 1. Product Name Grace Vycor® Plus Self -Adhered Flashing 2. Manufacturer Grace Construction Products 62 Whittemore Avenue Cambridge, MA 02140 866) 333-3SBM (3726) Fax: (410) 431-7281 - www,graceconstruction,com www,graceathome.com 3. Product Description BASIC USE Grace Vycor8 Plus Self -Adhered Flashing is a self-sealing, fully adhered, composite flexible flashing designed to protect critical non -roof details from air, water and moisture infiltration. It provides an excellent positive seal around the outside and inside of doors and windows and can be used to seal joints, seams, holes and other undesirable openings in wall systems. COMPOSITION & MATERIALS Grace Vycor Plus Self -Adhered Hashing is a 25 mil (0,64 mm), cold applied, self -adhering membrane consisting of a 3 mil (0.07 mm) high density, cross -laminated polyethylene film coated on one side with a 22 mil (0,56 mm) layer of rubberized asphalt adhesive, For ease of application, the rolls are interwound with a disposable silicone coated release sheet, The flashing is a dark gray -black. Grace Vycor Plus Self -Adhered Flashing is now available with RIPCORD1m, a cord embed- ded in the adhesive layer that allows split release on demand. RIPCORD makes the mem- brane installation faster and easier and enables proper integration with the other waterproofing elements of the wall system. Priming is generally not required for most substrates provided they are clean and dry. However, on concrete, masonry and DensGlass Gold® apply Perm -A -Barrier® WB Primer. If adhesion is found to be marginal, also prime wood composition and gypsum sheathing with Perm -A -Barrier WB Primer. The coverage rate for Perm -A -Barrier WB Primer is 250 - 350 ftl/gal 6 - 8 m1k), SIZES Grace Vycor Plus Self -Adhered Flashing is available in 75 (229 m) rolls in widths of 4", 6", 9" and 12" (100, 150, 225 and 300 mm). The 4" 100 mm) width is packaged 18 rolls per car- ton; the 6" (150 mm) is packaged 12 rolls per carton; and the 9" and 12" (225 and 300 mm) are packaged 6 rolls per carton, LIMITATIONS Grace Vycor Plus Self -Adhered Flashing must not be applied in areas where it will be per- manently exposed to sunlight, and must be covered within a reasonable amount of time not to exceed 30 days, Grace Vycor Plus should not be used in hot desert areas in the southwestern United States. The following sealants are chemically com- patible with the adhesive side of Grace Vycor Plus Self -Adhered Flashing if the specific formu- lation does not contain hydrocarbon solvents: silicone, acrylic, butyl, 1-part polyurethane and 2-part polyurethane, This flashing is incompati- ble with creosote; joint sealants containing polysulfide polymer or hydrocarbon solvents; products manufactured from EPDM and flexi- ble PVC; and certain caulks. For more informa- tion, refer to Technical Letter 1, "Chemical Compatibility with Other Building Materials and Sealants," Grace Vycor Plus Self -Adhered flashing is designed for NON -ROOF flashing applications, The membrane is slippery - do not use on the roof, DO NOT walk on the membrane. 4. Technical Data APPLICABLE STANDARDS ASTM International ASTM C836 Standard Specification for High Solids Content, Cold Liquid -Applied 9astomeric Waterproofing Membrane for Use with Separate Wearing Course ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Rubbers and Thermoplastic Dastomers-Tension ASTM D570 Standard Test Method for Water Absorption of Plastics ASTM D903 Standard Test Method for Peel or Stripping Strength of Adhesive Bonds ASTM D1876 Standard Test Method for Peel Resistance of Adhesives (i-Peel Test) ASTM D1970 Standard Specification for Self - Adhering Polymer Modified Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice Dam Protection ASTM D3767 Standard Practice for Rubber - Measurement of Dimensions FLEXIBLE FLASHING 07650 Grace Construction Products PHYSICAL/CHEMICAL PROPERTIES See Table 1, 5. Installation STORAGE Protect materials from rain and physical dam- age. Pallets of Grace Vycor Plus Self -Adhered Flashing should not be double stacked on the jobsite. Provide cover on top and all sides, allow- ing for adequate ventilation. Store this product in its original, unopened packaging at ambient temperatures between 40 - 90 degrees F (5 - 32 degrees C), under dry conditions. and away from exposure to direct sunlight. Store all prod- ucts in a dry area away from high heat, flames or sparks, Store only as much material at point of use as is required for each day's work. ENVIRONMENTAL CONDITIONS Grace Vycor Plus Self -Adhered Flashing can- not be applied to moist or damp surfaces. After precipitation, allow a minimum of 24 hours for drying before installing the flashing. Grace Vycor Plus Self -Adhered Flashing can be applied at air and surface temperature of 25 degrees F (-4 degrees C) and above. APPLICATION METHODS Surface Preparation Substrate must be smooth, clean, dry and free of voids, spoiled areas, loose substrate, loose nails, other sharp protrusions or other matter that will hinder the adhesion or regularity of the flashing installation. Clean loose dust or dirt from the surface wherever Grace Vycor Plus Self -Adhered Flashing is to be applied by wip- ing with a clean dry cloth or brush, If the flash- ing does not adhere properly to the substrate, apply Perris -A -Barrier WB Primer at a coverage rate of 250 - 350 ftz/gal (6 - 8 mz/L). Allow primer to dry completely, approxi- mately 1 hour depending on weather condi- tions, before application of flashing. Excess . primer will not improve the adhesion of the flashing, The primer is considered dry when the substrate returns to its original color, mini- mum 1 hour. If primed areas are not covered that day, reprime area if there is significant dust or dirt contamination, Hashing Application Install the membrane following the shingle principle: Apply the top membrane layer over the bottom layer so that the system sheds water. For ease of installation, Grace Vycor Plus Self -Adhered Flashing has measure mark- ings at 6" and 12" (152 and 305 mm) intervals. Cut Vycor Plus into appropriate lengths. SPE6DATAe and MANU-S%Ce are registered trademarks of Reed Elsevier Inc The ten part SPEC -DATA format conforms to the editorial style Reed Construction of The Construction Specifications Mutilate and is used with their permisslon. The manufacturer is responsible for technical accuracy, 02005 Reed Construction Data. All Rights Reserved Data, Use RIPCORD to split the release paper and adhere half of the membrane, if necessary. Peel release paper from roll to expose rub- berized asphalt and position flashing to cen- ter over joint location before applying, Move along opening or joint, being careful to put flashing as evenly as possible over the open- ing and avoiding fishmouths along the edges, Roll flashing firmly into place to ensure contin- uous and intimate contact with the substrate. If wrinkles develop, carefully cut out affect- ed area and replace in the similar procedure outlined above, The repair piece also must be pressed into place as soon as possible to ensure continuous and intimate contact with the substrate, Grace Vycor Plus Self -Adhered Flashing must be continuously supported by the sub- strate and must not span or bridge joints, gaps or voids in excess of 114" (6.4 mm). End laps that occur in subsequent lengths must maintain a minimum overlap of 3" (75 mm). PROTECTION Grace Vycor Plus Self -Adhered Hashing must be protected from damage from other trades or construction materials, SAFEIY, STORAGE & HANDLING Grace Vycor Plus Self -Adhered Hashing prod- ucts must be handled properly. The best infor- mation on safe handling, storage, personal protection, health and environmental consid- erations has been gathered. Material Safety Data Sheets (MSDS) are available from the manufacturer upon request. All users must acquaint themselves with this information, Carefully read detailed precaution statements on product labels and MSDS before use, 6. Availability & Cost AVAILABILITY A nationwide network of distributors carries Grace Vycor Plus Self -Adhered Hashing prod- ucts, Contact a Grace Construction Products representative for ordering and delivery information. COST Grace Vycor Plus Self -Adhered Hashing is competitively priced. For specific information, contact a Grace Construction Products repre- sentative. FLEXIBLE FLASHING 07650 Grace Construction Products TABLE 1 TYPICAL PHYSICAL PROPERTIES OF GRACE VYCOR PLUS SELF -ADHERE) FLASHING Property & test Typical value Color Gray -Black Thickness, ASTM D3767, Method A 25 mil (0.64 mm) Low temperature flexibility, ASTM D1970 Unaffected at -45°F (-43°C) Elongation, ultimate failure of rubberized asphalt, per ASTM D412 2001% minimum Cracked cycling 100 cycles per ASTM C836 Unaffected at -25°F (32°C) Lap adhesion at minimum application temperature, ASTM D1876 Modified 60 plf (875 N/m) width Adhesion to concrete at minimum application temperature, 60 pif (875 N/m) Walt ASTM D903 7. Warranty Grace Vycor Pius Self -Adhered Flashing is war- ranted at the time of shipment to meet Grace's published specifications, 8. Maintenance Grace Vycor Plus Self -Adhered Hashing, when installed in accordance with manufacturer's recommendations, will not require maintenance. 9. Technical Services Full-time, technically trained Grace Construction Products representatives and technical person- nel, backed by research and development staff, provide support. 10. Filing Systems First Source' Additional product information is available from the manufacturer, W. R. Grace & Co. -Conn. hopes the information here WN be helpful. B is based upon data and knowledge considered to be true and accu- rate and is offered for the users' consideration, investigation and ver- ification, but we do not warrant the results to be obtained. Pease read all slatements, recommendations and suggestions in conjunc- tion with our conditions of sale, which apply to all goods supplied by us. No statement, recommendation or suggestion is intended for any use which would Infringe any patent or copyright. W. R. Grace & Co. Conn., 62 Whittemore Avenue, Cambridge, MA 02140. In Canada, Grace Canada Inc., 294 Clements Road, West, Ajax Ontario, Canada L1S 3C6. Bituthene, PerrrrA-Bonier and Vycor are registered trademarks, and RIPCORD is a trademark of W. R. Grace & Co. -Conn. DensGlass Gold is a registered trademark of Georgia-Pacific Corporation, Copyright 2004 W. R. Grace & Go. -Conn. TP-ME Printed in the U.S.A. 8/04 AFs/U/3M SPEGDATAe and MANU-SPEC° are registered trademarks of Reed Rsevler Inc. The ten part SPE(,DATA format conforms to the edftorial style e Reed Construction of The Construction specifications institute and is used with their permission. The manufacturer Is responsible for techr icol amracy. 02005 Reed Construction Data. All Nghts Reserved, Data, Ag Iashmg Application Instructions i Windowsfo WINDOW INSTALLATION METHOD A: BEFORE WEATHER -RESISTIVE BARRIER Based on the climatic cond:itinns and the exposure of the window, there area number of different flashing options. The method below is only one of the recommended options (see Detail VCRDET-102) which meets AAMA criteria. Refer to the subsequent details (VCRDET--100 to 106) for additional flashing options located on pages 27-33. Step One: Pre-cut the Grace Vycor Plus flashing using the measurement markings. The length of the flashing should extend beyond the sill equal to the width of the , jamb flashing (see Table 1, page 8). Step Two: Before installing flashing on sill and iambs, locate the RIPCORD. Split the release paper in half allowing for easy installation. 13 a Step Three: Rewind the pre-cut flashing. Position inside rough opening on the vertical jamb 9 inches up on each side. Apply to win- dow sill, removing half the release paper and exposing the adhesive. Roll firmly into position. Make vertical relief cuts starting from corner of win- dow sill upward. Roll firmly into place as necessary. Note: Do not remove the release paper on the bottom half of the flashing until future tie-in with the weather -resistive barrier. Install window as per manufacturer's recommendation. If sealant is used, ensure all excess sealant is removed from nailing flange and surrounding area to provide a smooth con- tinuous substrate. (ASTM does not require a sealant on top of window flange when using self -adhered flashing.) 11 lashing Application Instructions for Windows WINDOW INSTALLATION: METHOD A BEFORE !HEATHER -RESISTIVE BARRIER (continued) Step Four: Apply the pre-cut jamb flashing onto the nailing flange. Position above the head flange. Unroll flashing and expose adhesive by removing the release paper. Roll firmly into place as necessary. Repeat on the other side. Step Five: Install the pre-cut flashing over window head flange by removing release paper. Roll firmly into place. Mechanically fasten head flashing at top outermost corners, as necessary. Step Six: Install weather - resistive barrier as per manufacturer's recommendations. Position weather - resistive barrier under sill flashing. Remove remaining half of the release paper from the sill flashing. Adhere to weather -resistive barrier to ensure a water shedding tie-in fidi ng ApplicatAon Instructions for Windows WINDOWat INSTALLATION METHOD is AFTER WEATHER -RESISTIVE BARRIER fn this option (see Detail VCRDET-100) the weather -resistive barrier has already been installed before the window and flashing. k tom--4.x4 Step One: Gut and remove weather - resistive barrier from rough opening of window sill. Secure, if necessary, to face of sill. Score and fold weather - resistive harrier above header. Temporarily secure to allow for flashing installation. Step Two: Pre-cut the Grace Vycor Plus flashing using the measurement markings. Use caution when cutting the membrane. qR Step Three: Before installing sill flashing, locate the RIPCORD: Split the release paper in half allowing for easy installation. r Flashing Application 9nstructions for Windows WINDOW INSTALLATION: METHOD B AFTER WEATHER -RESISTIVE BARRIER (continued) Step Four: Reroll the pre-cut flashing. Position inside of rough opening on the vertical jamb. Apply flashing to window sill by removing half of the release paper and exposing r: the adhesive. Roll firmly into position. Make vertical relief cuts starting from corner of windowsill upward. Roll firmly into place as necessary. Note: Do not extend sill flashing beyond outside edges of jamb flashings. Install window as per manufacturer's recommendation. If sealant is used, ensure all excess sealant is removed from nailing flange and surrounding area to provide a smooth continuous substrate. I Step Five: Apply the pre-cut flashing onto the nailing flange after window has been installed. Position jamb flashing above the head flange. Note: Do not remove the release paper on the other half of the flashing if future tie-in with top of vinyl sid- ing is required by others see Detail VCRDET-107). Unroll flashing by removing the release paper exposing the adhesive. Roll firmly into place as necessary. Repeat on other side. t InAieg Application In' tfructions for Windows WINDOW INSTALLATION: METHOD 8 AFTER WEATHER -RESISTIVE BARRIER (continued) Step Six: isInstallpre-cut flashing over the window head flange by removing release paper, exposing the adhe- sive. Roll firmly into place. T- Mechanically fasten head y+ flashing at top outermost corners, as necessary. Step Seven: Remove temporary secure- ment of weather -resistive barrier above header. Fold over head flashing. Seal with weather -resistive barrier seam tape. ZY Install siding,and flashing below window as per siding manufacturer's or Vinyl Siding Institute recommendations. Step Eight: Flashing should be long enough to direct water over the nailing flange of the last course of siding see Detail VCRDET--107). Trim excess flashing that hangs below the nailing flange. Discard in appropriate manner. Note: These same steps can be used for other accessory openings i.e. under doors, electrical outlets). FIashin9 pplication Instructions for Doors DOOR INSTALLATION Like flashing windows, Grace Vycor Plus is also the product of choice for flashing around doors. Step One: Using the measurement markings, pre-cut a 12 inch piece of Grace Vycor Plus. Install onto ledger board. Step Two: Install the weather - resistive barrier as per manufacturer's recom- mendation. Cut outthe weather -resistive barrier from rough door opening. Remove also from inside bottom of sill. Step Three: Install corner patch under- neath the weather -resistive barrier as per Detail VCRDET-201. Repeat on other side. Note: Bowtie corner patch option is shown in photo. For door installation detail refer to page 35 (VCRDET-200). For deck installation detail refer to page 37 (Detail VCRDET- 300). For complete deck installation guidelines consult the deck section of this book. l Flanged Window VCRDET--100 Flashing Installation After Weather -Resistive Barrier MECHANICALLY FASTEN WEATHER - AS NECESSARY IN RESISTIVE CORNERS THROUGH BARRIER — GRACE VYCOR® PLUS WEATHER- Si1RESIVE 3„ BARRIER I TAPE nXl 3' A35FJABIEp N1NDON') ° -I , 1 b 1 4 DO NOT FLASH OVER BOTTOM NAILING FLANGE Flanged ind®w VCRDEr-101 Option 1 - low Exposure NAILING FLANGE - MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR® PLUS I GRACE ; VYCOR®PLUS l 1 z i1 I I: I DO NOT FLASH OVER BOTTOM NAILING FLANGE Head flashing tie-in instructions: 1. Cut, fold up and temporarily secure weather -resistive barrier above header to allow for flashing installation 2. Install Grace'Vycor Plus head flashingFOLDUPWEATHER- RESISTIVE BARRIER & under weather -resistive barrier TEMPORARILY SECURE 3. Fold weather -resistive barrier back over head flashing and seal with tape Notes: EXTERIOR SHEATHING 1. For the most current details, installation video and product information, see our SILL PLATE web site at www.gr@ceconstruction.com SEE VCRDET-106 FOR OPTIONS) 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for. ease of installation 3. Remove weather -resistive barrier from top GRACE VYCOR®PLUS of windowsill plate 4. Install Grace Vycor Plus in order shown by numbers 5. Install Grace Vycor Plus and weather - resistive barrier fo form water -shedding laps 6. Detail also relevant for Grace Vycor V40 EXTERIOR SHEATHING SILL PLATE SEE VCRDET-106 FOR OPTIONS) GRACE VYCOR® PLUS Votes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order as shown - by numbers 4. If applicable, leave release paper on lower half of sill flashing until future tie-in 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 z Flanged v inflow VCRDET-102 Option 2 - AAMA Recommendation Notes: EXTERIOR NAILING FLANGE SHEATHING 1. For the most current details, installation video and product information, see our web site at MECHANICALLY FASTEN AS www.graceconstructii)n.com NECESSARY IN CORNERS THROUGH GRACE VYCOe PLUS 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order shown by numbers GRACE 4. If applicable, leave release paper on lower VYCOR°PLUS GRACE half of sill flashing until future tie-in VYCOR® PLUS I 5. Install Grace Vycor Plus and weather -resistive I barrier to form water -shedding laps 6. Detail also relevant for Grace Vycor V40 DO NOT FLASH OVER— ' BOTTOM NAILING FLANGE raj FlangedMnd®w VCRDET-103 Option 3 - Severe Exposure MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR PLUS GRACE VYCOR® PLUS — DO NOT FLASH OVER — J BOTTOM NAILING FLANGE I I IIIII I EXTERIOR SHEATHING SILL PLATE Z ( SEE VCRDET-106 FOR OPTIONS) GRACE VYCORO PLUS Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order shown by numbers 4. If applicable, leave release paper on lower half of sill flashing until future tie-in 5.1 Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps G. Detail also relevant for Grace VycorV40 1 it Ralf Round inflow VCRDEi-104 Option 1- Low to Moderate Exposure EXTERIOR SHEATHING REFER TO TECHNICAL LETTER #1 ON CHEMICAL COMPATIBILITY WITH NAILING FLANGE e DO NOT FLASH OVER BOTTOM NAILING FLANGE GRACE VYCOR® PLUS Ralf Round Window VCRDET-105 Option 2 - Severe Exposure EXTERIOR SHEATHING REFER TO TECHNICAL — LETTER #1 ON CHEMICAL COMPATIBILITY WITH NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE z CORNER PATCH SEE VCRDET-504 FOR OPTIONS) SILL PLATE SEE VCRDET-106 FOR OPTIONS) GRACE VYCOR® PLUS Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD" (Split Release on Demand) can be . removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order as shown by numbers 4. Mechanically fasten as necessary 5. If applicable, leave release paper on lower half of sill flashing until future tie-in 6. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 7. Detail also relevant for Grace VycorV40 Notes: 1. For the most current details., installation video and product information, see our web site at www.graceconstructit)n.com 2. RIPCORD° (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order shown by numbers 4. Mechanically fasten as necessary 5. If applicable, leave release paper on lower half of sill flashing until future tie-in 6. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 7. Detail also relevant for Grace Vycor V40 W_'N, 4H L DW #= EIIEREEXPOSURE t :, i. .. , _. t ..Eft— q+,,pY _ '. )ii Y •. -a' w - = ' ' s 'ss ,• h• s ,, i i, rf :.; .,,:. .' 81. " Wiz• q..cx .'i` G _ •. Silt P9nie ®pta®ns VCRDET--106 OPTION - B CORNER PATCH OR COMPATIBLE SEALANT WOODEN FURRING STRIP SILL PLATE WALL SHEATHING ___/ VINYL WALL SHEATHING Toe -in with Vinyl Siding at WindowSill VCRDET-107 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor° Plus for ease of installation 3. Remove weather -resistive barrier from top of window sill plate 4. Install sill flashing as shown at left 5. Install Grace Vycor Plus around remaining window unit per Grace Window Details VCRDET-- 100 to 105) 6. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 5. Option C: Install wooden furring strip on top of wooden siding prior to'Grace Vycor Pius 6. Detail also relevant for Grace Vycor V40 Notes: 1. For the most current details, installation video and product ' information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation RD® 3. Install Grace Vycor Plus and weather -resistive barrier to form RELEASE ON DEMAND") water -shedding laps 4. Remove weather -resistive barrier from top of windowsill plate SILL PLATE 5. Leave release paper on lower half of Grace Vycor Plus Sill SEEVCRDET-106 FOR OPTIONS) Flashing until future tie-in 6. Extend Grace Vycor Plus over nailing flange of the last com- plete course of siding panel and trim Grace Vycor Plus to L SHEATHING protect from permanent exposure to LIV 7. Install Grace Vycor Plus around remaining window unit per Grace Window Details (VCRDET-100 to 105) HEATH ER -RESISTIVE 3ARRIER ( OPTIONAL) 8. Detail also relevant for Grace Vycor V40, 9. Leave release paper on or other bond breaker between Grace Vycor Plus and vinyl 1 Outside C®rnerr VCRDEr--500 WEATHER-RESIE BARRIER (OPTIC GRACE VYCOR® PLUS Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com HEATHING 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order as shown by numbers 4. Mechanically fasten as necessary 5. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps GRACE VYCOR® PLUS 6. Detail also relevantfor Grace Vycor V40 ET-504 FOR OPTIONS) Wall -to -Wallall Outside Comer VCRDET-501 WOOD SIDING GRACE VYCOR® PLUS - SIDING Notes: 1. For the most current details, installation video and product information, see our web site at wvvw.graceconstruction.com 2. R.IPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps 4. Extend Grace Vycor Plus beyond joint between siding and corner post/boards 5. Install Grace Vycor Plus on outside corner for the height of the wall 6: Detail also relevant for Grace VycorV40 CORNER BOARDS t Inside Corner VCRDET-502 ASPF Wall -to -Wallall Inside Corner VCRDET-503 vinivI 0InIAIl3 VYCOR SIDING RUBBERIZED ASPHALT ADHESIVE 3E R®PLUS L ED RELEASE R BEFORE FOLDING. SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE UNDERLAYMENT IA/nnn clrnnlr_ 1 0I)1 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Use a square piece of membrane (3 inches x 3 inches minimum) for inside corner 4. Use RIPCORD (Split Release on Demand) for ease of installation and to minimize scoring release paper 5. Fold as shown by arrows 6. Angle of corner may vary, adjust folding of the membrane accordingly to fit tightly to corner 7. Install Grace Vycor Plus and weather -resistive bar- rier to form water -shedding laps 8. Detail also relevant for Grace Vycor V40 Notes: 1. For the most current details, installation video and product information, see our web site at www.'graceconstructioP.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor° Plus for ease of installation 3. Install Grace Vycor Plus and weather - resistive barrier to form water -shedding laps 4. Extend Grace Vycor Plus beyond joint between siding and corner post/boards 5. Install Grace Vycor Plus on inside corner for the height of the wall 6. Detail also relevant for Grace VycorV40 i 1 Foundation Sill PlUte VCRDET-505 Option 1 WEATHER -RESISTIVE BARRIER (OPTIONAL) EXTERIOR - SHEATHING GRACE VYCOR STUD WALL 2 SILL SEAL GRACE VYCOR® PLUS FOUNDATION WALL Foundation Sill Plate MDET-506 Option 2 W CN I h1 BARRIE SIDING EXTERI SHEATt STUD WALL SILL SEAL GRACE VYCORG PLUS FOUNDATION WALL Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCOR°D° (Split Release on Demand) can be removed from Grace Vycor Plus for ease of installation 3. Install Grace Vycor Plus in order.shown by numbers 4. Install Grace Vycor Plus and weather -resis- tive barrier to form water -shedding laps 5. If priming is necessary, use Perm -A -Barrier WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace Vycor V40 Notes: 1. For the most current details, installation video and product information, see our web site at www.graceconstruction.com 2. RIPCORD® (Split Release on Demand) can be removed from Grace Vycor" Plus for ease of installation 3. Install Grace Vycor Plus in order shown by numbers 4. Install Grace Vycor Plus and weather -resistive barrier to form water -shedding laps 5. If priming is necessary, use Perm -A -Barrier WB Primer to promote adhesion to concrete 6. Detail also relevant for Grace VycorV40 Florida Building Code Online Page 1 of 1 dFloridaSkgs+mpr aFOFflCE OF CC£CREf71RY THE ap 00—-mew, tan f• 5 i, pP HOH2 11BCUrwUBWi 99pR_04Y 1916F19:COWTAC[,OBpk fvl Product Approval 9 USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Search Results - Aoolications Refine Search FL# 15000 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Type Manufacturer Validated By Status FL15000-R2 Revision Therma-Tru Corporation Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies Ryan J. King, P.E. 813) 767-6555 Approved History Appraveo oy upr Approvals oy unrn snap oe reviewea ano ramneo oy me rv ano/or me commission it necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32392 Phone: 850-487-1824 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 mail to this entity. Instead, contact the office by phone or by traditional mail. 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 emails 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 here . Product Approval Accepts: m aCh:ck Credit Card Safe httna•//vjvj / flnririahiiilriincr nrct/nr/nr ann Ic+ ncnv Z/)AIMI7 Florida Building Code Online Page 1 of 3 f.aewtMaans aeournam+l oePt q raiotcs _cOxraereHprt BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications F13C Staff BCIS Site Map Links Search d1 1 •. p provalr0USER: Public Use . r Product Approval Menu > Product or Application Search > Application Lis > Application Detail e1=GEFlcEOF7N@r 'FL # FL15000-R2 SECHErREiS' Application TypeRevision Code •2014 Application Status Approved Comments Archived ED Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517. 419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. I] Validation Checklist - Hardcopy Received Certificate of Independence FL15000 R2 COI Certificate Of Indeoendence.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard AAMA/W D MA/CSA101/I. S.2/A440 ASTM D1929 ASTM D2843 ASTM D635 ASTM E1300 ASTM E84 ASTM G26 TAS 202 Florida Licensed Professional Engineer or Architect FL15000 R2 Eouiv FL - 15000 Eauiv of Standards Ddf Year 2005 1996 1999 2003 1998 2000 1995 1994 h+tnr//Xnni,nni flnririnhiiilriinci nrcr/nr/nr ann ritl acnY7narAm=wr;FVYnwtnn,iC7 1/?a/?nl7 11 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/29/2015 Date Validated 06/28/2015 Date Pending FBC Approval 07/05/2015 Date Approved 08/19/2015 Summary of Products FL # Model, Number or Name Description 15000.1 a. "Fiber Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.1 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.1.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.2 b. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.2 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.2.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars, (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.3 c. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000,3.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.3 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.3.1)df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.4 d. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.4 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.4.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "Y' part number doors and sidelites, which have been stained or painted within 6 months of installation.) 15000.S e. "Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact" Glazed Double Fiberglass Door - Outswing Inswing (XX Configurations) htti)s://www.floridabuildinq.orq/ar/Dr aoD dtl.aSnx?Daram=wGFVXOwtDnuS7___ 3/24/9n17 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.5 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.5.0df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors, which have been stained or painted within 6 months of installation.) 15000.6 f. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Center Hinged Glazed Fiberglass Double Door - Inswing (OX or XO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.6.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P:E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.6 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.6.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "J" part number doors, which have been stained or painted within 6 months of installation:) each Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 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 e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 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 emails 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 click here . Product Approval Accepts: eCfiecF: Credit httDS-//www.f[oridahijitclinp.nrp/nr/nr ann dtl _ asnx7nar;im=wCFVynwtnnl 1c,7_ _ . 'i/94/9n17 Florida Building Code Online Page 1 of 1 ProfessionalRegulatron v ppH.fl 4HHlli HEPR 08RH.DfP131OH9 CONT4R,DBRiF Or* Product Approval USER:Public User Product Approval Menu > Product or Auolication Search > Application List 7FOFACEMfflili raFrr0s Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL fiParrh Rpculfc - Annlirnfinnc Refine Search FL# 14634 Product Manufacturer ALL. Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Type Manufacturer Validated By Status FL14634-R2 Revision Ply Gem Windows Locke Bowden Approved History Category: Exterior Doors 334) 300-1800 Subcategory: Sliding Exterior Door Assemblies Approvep Dy UbFK. Approvals by Ursrn snap De reviewea ano rauneo oy me rv ana/or me commission it necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AkEEO 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 e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 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 click here . - ProductApproval Accepts: ctkcli ® . Credit• Safe Cl Ufl/l r11hIFklGti httns-//www-floridabuildinLi-org/or/nr ann kt-asm i/74/?n17 Florida Building Code Online Page 1 of 2 BCIS Home ; Log In I User Registration Hot Topics ; Submit Surcharge Stats & Facts I Publications ; FBC Staff I BCIS Site Map ; Links Search j Florida q k 11, ProductApproval USER: PubIIC User Arecp. erns i1 4{IIdY JM Product Approval Menu > Product or Aoulication Search > Application List > Application Detail FL # FL14634 R2 7M" Application Type Revision Code Version 2014 Application Status Approved Comments Archived 17-1 Product Manufacturer Ply Gem Windows Address/Phone/Email 433 N. Main St. Rocky Mount, VA 24151 540) 484-6271 ablomberg@plygemwindows.com Authorized Signature \ Adam Blomberg ablomberg@plygemwindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 9j Evaluation. Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero, P.E, the Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden 2 Validation Checklist - Hardcopy Received Certificate of Independence FL14634 R2 COI COI PLY GEM SS 2015-02-19.1)df Referenced Standard and Year (of Standard) Standard Year AAMA/NWWDA 101/I.S.2 1997 ASTM E 330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D httnc•//www flnririahllilHincr.nra/nr/nr annritl_asnx?nAram=wGEVXnwtnntwR.__ 3/941?n17 Florida Building Code Online Page 2 of 2 Date Submitted Date Validated Date Pending FBC Approval Date Approved SU mmary of Products FL # Model, Number or Name 14634.1 Builder Series 4780 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-50 Other: Without sill riser 04/22/2015 04/30/2015 05/12/201S 06/23/2015 Description Sliding Glass, Door (XX) Installation Instructions FL14634 R2 II PGW063 SS 2015-01-02.odf Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Created by Independent Third Party: Yes Evaluation Reports FL14634 R2 AE PER3054 SS 2015-01-02.1)df Created by Independent Third Party: Yes 14634.2 Builder Series 4780 Sliding Glass Door (XX) Limits of Use Installation Instructions Approved for use in HVHZ: No FL14634 R2 II PGW063 SS 2015-01-02.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: With sill riser FL14634 R2 AE PER3054 SS 2015-01-02.Ddf Created by Independent Third Party: Yes 14634.3 Builder Series 4780 Sliding Glass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL14634 R2 II PGW064 SS 2015-01-02.1)df Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +30/-30 Evaluation Reports Other: Non -reinforced. See installation detail for available FL14634 R2 AE PER3055 SS 2015-01-02.Ddf sizes and configurations. Created by Independent Third Party: Yes 14634.4 Builder Series 4780 Sliding Glass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL14634 R2 II PGW065 SS 2015-01-02.Ddf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +35/-35 Evaluation Reports Other: Reinforced. See installation detail for available sizes FL14634 R2 AE PER3056 SS 2015-01-02.odf and configurations. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an ANEE0 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 e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 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 emails 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 click here . Product Approval Accepts: EGicck E Credit Card Safe htti)s://.www.floridabuiLdinR.orq/Dr/Dr aDD dtl.aSDX?Daram=wGEVXOwtDosw8.-. 3/24/M17 a Florida Building Code Online Page 1 of 1 pLOAICA Q9PAPTMQM CF -. r" Busies&Pfafes aa Reg luatoF i ilIlll 4 ,._ . ...-.r7a... F 08Ptt HOS4f` GB6GT,OBPR ,08pR'_OIVf9(OM3 ;.CGRYACT OBPR Florida ProductApprovalat l° USER: Public User t•.yntRrc e.•us Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other. ALL Gaarrh PP iiltC - Annliratinnc Refine Search FL# 9174 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Tvue Manufacturer Validated By Status FL9174-R11 Revision Wayne -Dalton, a division of Overhead Door Corporation Category: Exterior Doors Subcategory, Sectional Exterior Door Assemblies Kurt Dietrich PE 704) 564-6867 Approved History PP'u r vorn. npp-y „Y Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 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 e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 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 emails 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 click here . Product Approval Accepts: Credit Card Safe httDS://www.f[oridahuilding.org/Dr/Dr aDD lst.aSox V?4/7n17 Florida Building Code Online Page 1 of 6 Bus ness Pra essronal Re ula ron -' r 4r..;, BCIS Home I Log In User Regjstration 'I Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff SCIS Site Map Links search Product DetailUSER: Public User Product Approval Menu > Product orAoollcation Search > Application Lis > Application OKFICE OF'[TiE Application Type Code Version1 Application Status Approved Comments Archived set to re -apply per applicants request 4/28/15-rb 0 Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 474-9890 Mark_Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 474-9890 gtaylor@wayne-dalton.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 9j Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John E. Sdates the Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 06/27/2038 Validated By Kurt Dietrich PE 21 Validation Checklist - Hardcopy Received Certificate of Independence FL9174 R11 COI Cert of Ind Scates 2011 s.odf Referenced Standard and Year (of Standard) Standard DASMA-108 DASMA-115 Equivalence of Product Standards Certified By Sections from the Code Year 2002 2005 httDS://www_floridabuilding_org/Dr/Dr aDD dtl_aSDx?Daram=wGEVXOwtDnufl1___ 3/74/7017 Florida Building Code Online Page 2 of 6 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/06/201S 04/28/2015 05/04/2015 06/23/2015 FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0228 318958 P7.pdf Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart P10.pdf Impact Resistant: Yes FL9174 R11 II WD3ambSupplementP16 s.pdf Design Pressure: +26.90/-30.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third'Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0229 318959 P8.pdf Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart P10.odf Impact Resistant: No FL9174 R11 II WDJambSupplementP16 s.pdf Design Pressure: +15.30/-17.00 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 R11 AE ASTM A 653.1)df replacement door. FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0230 318960 P10.pdf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.pdf Impact Resistant: Yes FL9174 R11 II WDJambSupolementP16 s.0 Design Pressure: +25.90/-28.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max.width. 8'-9" Max height. Max section height 21". Solid only no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0231 318996 P5.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.1)df Impact Resistant: Yes FL9174 R11 II WDJambSupplementP16 s.pdf Design Pressure: +30.00/-33.50 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 R11 AE ASTM A 653.1)df replacement door. FL9174 Rll AE Eval Rept 9100 rl s.pdf FL9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes FL9174 R11 II 0234 319022 P5.pdf FL9174 Rll II Track Supplement Chart P10.1)df FL9174 Rii II WDJambSupplementP16 s.pdf Design Pressure: +43.20/-49.60 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf httDS://www.floridabui[ding.org/Dr/Dr aDD dtL.aSDX?Daram=wGEVX0wtDniif11 ___ V?4/?f117 Florida Building Code Online Page 3 of 6 FL9174 R11 AE Eval Rent 9100 rl s.pdf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0235 319023 P6.pdf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 PI Post.odf Impact Resistant: Yes FL9174 R11 II Track Suoolement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 R11 II WDJambSuoplementP16 s.pdf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0232 318999 P5.odf Approved for use outside HVHZ: Yes FL9174 Rll II Track Suoolement Chart P10.odf Impact Resistant: No FL9174 R11 II WD3ambSupolementP16 s.pdf Design Pressure: +12.40/-13.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other; Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 R11 AE ASTM A 653.pdf replacement door. FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ; No FL9174 R11 II 0233 319000 P5.odf Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart P10.pdf Impact Resistant: No FL9174 Rll II WDJambSuonlementP16 s.ndf Design Pressure: +18.50/-20.70 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 RII AE ASTM A 653.odf replacement door. FL9174 Rll AE Eval Rut 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.ndf Created by Independent Third Party: Yes 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0236 319024 P6.pdf Approved for use outside HVHZ: Yes FL9174 Rll II 319040 P1 Post.odf Impact Resistant: Yes FL9174 R11 II Track Suoolement Chart P10.1)df Design Pressure: +30.00/-33.50 FL9174 R11 II WD3ambSunolementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0237 319025 P6.pdf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.pdf Impact Resistant: Yes FL9174 R11 II Track Supplement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 Rll II WD3ambSupnlementPl6 s.ndf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.1)df FL9174 R11 AE Eval Rent 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. httDS://www.floridabuildinq.orq/Dr/Dr aDD dtl_aSDX?Daram=wGEVX0wtDnuf11___ 3/74/?nl7 I Florida. Building Code Online Page 4 of 6 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind-borne debris region unless protected or unless structure is designed as partially enclosed or door is replacement door. Installation Instructions FL9174 R11 II 0600 319026 P4.odf FL9174 R11 1I Track Supplement Chart P10.pdf FL9174 Rll II WDJambSupolementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.12 5120/5140/6100/9100/9400/9600 0601 9' Max width. 10' Max height. Max section height 24" Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0601 319027 P4.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Suoolement Chart P10.ndf Impact Resistant: Yes FL9174 Rll II WDJambSupplementP16 s.odf Design Pressure: +41.00/-46.30 Verified By; John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0602 1 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind-borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 II 0602 319028 PS.Pdf FL9174 R11 II Track Supplement Chart P10.odf FL9174 Rll II WDJambSupolementPl6 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.14 5120/5140/6100/9100/9400/9600 0603 16' Max width. 10' Max height. Max section height 24". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0603 319029 P5.pdf Approved for use outside HVHZ: Yes FL9174 Rll II Track Suoolement Chart P10.odf Impact Resistant: No FL9174 R11 II WDJambSupolementP16 s.pdf Design Pressure: +23.00/-25.00 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 R11 AE ASTM A 653.pdf replacement door. FL9174 R11 AE Eval Reot 9100 rl s.pdf FL9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing 0604 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0604 319030 P5.odf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 PI Post.pdf Impact Resistant: Yes FL9174 R11 II Track Supplement Chart P10.1)df Design Pressure: +39.20/-43.70 FL9174 R11 II WDJambSupolementP16 s.odf Other: Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.1)df FL9174' R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind-borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 Rll II 0605 319031 P4.pdf FL9174 R11 II Track Supplement Chart P10.odf FL9174 R11 II WD3ambSupplementP16 s.pdf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.pdf httns_//www.floridabuilding.org/Dr/nr ann dtl.aSnx?naram=wGEVXOwtDnllfil.__ /74/7017 Florida Building Code Online Page 5 of 6 FL9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.17 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Glazing 0606 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0606 319032 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.pdf Impact Resistant: No FL9174 R11 II Track Supplement Chart P10.pdf Design Pressure: +30.00/-33.50 FL9174 Rll II WDJambSupplementP16 s.pdf Other: Doors with glazing shall not be used in the Verified By: John E Scates P.E. FLORIDA PE 51737 wind-borne debris region unless protected or unless Created by Independent Third Party: Yes structure is designed as partially enclosed or door is a Evaluation Reports replacement door, FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.pdf Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - 0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0609 319035 PS.Ddf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 Pl Post.pdf Impact Resistant: Yes FL9174 RSS II Track Supplement Chart P10.pdf Design Pressure: +39.20/-43.70 FL9174 Rll II WDJambSupplementP16 s.Ddf Other: Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RI AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0608 319034 P4.pdf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.1)df Impact Resistant: No FL9174 R11 II WDJambSupplementP16 s.pdf Design Pressure: +18.50/-20.70 Verified By: John E Scates P.E. FLORIDA PE 51737 Other. Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 R11 AE ASTM A 653.pdf replacement door. FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.20 5140/9400/96QO #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0607 319033 P5.0f Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart PIO.pdf Impact Resistant: No FL9174 R11 II WD3ambSupplementP16 s.pdf Design Pressure: +25.90/-28.80 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party: Yes wind-borne debris region -unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 Rll AE ASTM A 653.pdf replacement door. FL9174 Rll AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 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 e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 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 emails 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 click here . Product Approval Accepts: ec httDS://www.floridabuiLdinL.org/or/nr aoo dtl-asnx?naram=wGFVXOwtnnllfl1 '1/')4/7f117 I Florida Building Code Online Page 1 of 1 Professional Regul`afion € y4 . . l lll. 17ePR0lVI51orl3ZCM'rACt00PI tapr a Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Senrrh RAC61tq - Annlirntinnc. Refine Search FL# 15225 Product Manufacturer ALL Subcategory. ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Type Manufacturer Validated By Status FL15225-R3 Revision Therma-Tru Corporation Ryan J. King, P.E. Approved History Category: Exterior Doors 813) 767-6555 Subcategory: Swinging Exterior Door Assemblies n"yi vy v ". y -11— uy use — enu/ur ine I.nu1-1-1 n necessary. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 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 e-mail 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 emails 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 here . Product Approval Accepts: eCFeci ME Credit Card Safe htti)s://www.floridabui[dinq.orR/i)r/i)r aim lst.aSDX 3/?4/?n17 Florida Building Code Online Page 1 of 3 e BCIS Home I Log In j User Registration j Hot Topics Submit Surcharge Stats & Facts I Publications j FBC Staff I BCIS Site Map I Links I Search I Florida - tl •' Product Approval R: PubliUSEc User Ltipe6r.u:'h±: Product Approval Menu > Product or Aoolication Search > Application List > Application Detail FL # FL15225-R3 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived F1 Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants, com Authorized Signature Vivian Wright rickw@rwbldgconsultants. com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By Ryan J. King, P.E. R Validation Checklist--Hardcopy Received Referenced Standard and Year (of Standard) Standard Year 101/ I.S.2 1997 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/13/2015 Date Validated 06/28/2015 httnS:// www.floridabui[ding.org/Dr/Dr aDD dtl.aSDX?Daram=wGEVXOwtDn0v_-_ 3/24/7017 Florida Building Code Online Page 2 of 3 Date Pending FBC Approval Date Approved 07/05/2015 Summary of Products FL # Model, Number or Name Description 15225.1 a. "Classic -Craft" and "Benchmark by Therma-Tru" 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 R3 C CAC 15225.1 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.1-68 (6'8 Door Products), INST FL15225 R3 II INST 15225.1-68.pdf 15225.1-80 (8'0 Door Products) and INST 15225-68M (6'8 F1_15225 R3 II INST 15225.1-80.odf Door Products Direct to Masonry) for installation FL15225 R3 II INST 15225-68M,Ddf instructions. (Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409 04) Created by Independent Third Party: Yes Evaluation Reports FL15225 R3 AE Eval 15225.1-68.odf FL15225 R3 AE EVAL 15225.1-80.odf FL15225 R3 AE EVAL15225-68M.odf Created by Independent Third Party: Yes 15225.2 b. "Construction Series" and 6/8 Opaque Steel Door with and without Sidelites. Inswing Benchmark by Therma-Tru" and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 R3 C CAC 15225.2 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.2-68 (6'8 Door Products) and INST FL15225 R3 II INST 15225.2-68.1)df 15225-68M (6'8 Door Products Direct to Masonry) for FL15225 R3 II INST 15225-68M.Ddf installation instructions. (Note - Glazing Shall comply with Verified By: Lyndon F. Schmidt, P.E. 43409 ASTM E1300-04) Created by Independent Third Party: Yes Evaluation Reports FL15225 R3 AE EVAL 15225.2-68.1)df FL15225 R3 AE EVAL 15225-68M.pdf Created by Independent Third Party: Yes 15225.3 c. "Fiber -Classic" and "Benchmark by Therma-Tru" 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and without Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 R3 C CAC 15225.3 NAMI certs.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.3-68 (6'8 Door Products), INST FL15225 R3 II INST 15225.3-68.Ddf 15225.3-80 (8'0 Door Products) and INST 15225-68M (68 FL15225 R3 II INST 15225.3-80.odf Door Products Direct to Masonry) for installation FL15225 R3 II INST 15225-68M.Ddf instructions. Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409 04. (This product approval requires the use of ")" part Created by Independent Third Party: Yes number doors and sidelites, which have been stained or Evaluation Reports painted within 6 months of installation - Excludes Opaque FL15225 R3 AE EVAL 15225.3-68.odf Benchmark Door Panels.) FL15225 R3 AE EVAL 15225.3-80.Ddf FL15225 R3 AE EVAL15225-68M.Ddf Created by Independent Third Party: Yes 15225.4 d. "Premium Series" and 6/8 and 8/0 Opaque and Glazed Steel Door with and without Benchmark by Therma-Tru" Sidelites. Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 R3 C CAC 15225.4 NAMI certs.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2021 Design Pressure: N/A Installation Instructions Other: See INST 15225.4-68 (6'8 Door Products), INST FL15225 R3 II INST 15225.4-68.pdf 15225.4-80 (8'0 Door Products) and INST 15225-68M (68 FL15225 R3 II INST 15225.4-80.odf Door Products Direct to Masonry) for installation FL15225 R3 II INST 15225-68M.odf instructions. (Note - Glazing Shall comply with ASTM E1300- Verified By: Lyndon F. Schmidt, P.E. 43409 04) Created by Independent Third Party: Yes Evaluation Reports FL15225 R3 AE EVAL 15225.4-68.pdf FL15225 R3 AE EVAL 15225.4-80.pdf FL15225 R3 AE EVAL15225-68M.Ddf Created by Independent Third Party: Yes 15225.5 e. "Smooth -Star" and "Benchmark by Therma-Tru" 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and without Sidelites. Inswing and Outswing httos://www.floridabui[ding.org/Dr/Dr aDn dtl-asox2Daram=wGFVXOwtnnv3v__ v?4/?n17 Florida Building Code Online Page 3 of 3 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15225.5-68 (6'8 Door Products), INST 15225.5-80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products Direct to Masonry) for installation instructions. Note - Glazing Shall comply with ASTM E1300- 04. (This product approval requires the use of "J" part number doors and sidelites, which have been stained or painted within 6 months of installation - Excludes Opaque Benchmark Door Panels.) 15225.6 f. "Premium Series", "Construction Series" and "Benchmark by Therma-Tru" with Transoms Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15225.6-68 (6'8 Door Products) and 15225.6-80 (8'0 Door Products) for installation instructions. Note - Glazing Shall comply with ASTM E1300-04) Certification Agency Certificate FL15225 R3 C CAC 15225.5 NAMI certs.odf Quality Assurance Contract Expiration Date 12/31/2021 Installation Instructions FLIS225 R3 II INST 15225.5-68.odf FL15225 R3 II INST 15225.5-80.1)df FL15225 R3 II INST 15225-68M.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15225 R3 AE EVAL 15225.5-68.Ddf FL15225 R3 AE EVAL15225.5-80.odf FL15225 R3 AE EVAL 15225-68M.odf Created by Independent Third Party: Yes 6/8 and 8/0 Opaque and Glazed Steel Door with Transoms. With and without Sidelites. Inswing and Outswing Certification Agency Certificate FL15225 R3 C CAC 15225.6 NAMI certs.odf Quality Assurance Contract Expiration Date 12/31/2021 Installation Instructions FL15225 R3 II INST 15225.6-68.odf FL15225 R3 II INST 15225.6-80.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15225 R3 AE EVAL15225.6-68.Ddf FL15225 R3 AE EVAL 15225.6-80.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-4B7-1824 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 e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 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 emails provided may be used for official communication with the licensee. However emall 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. Todetermine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: UE_ ` Credit Card Safe httnr,-// www_flnririahllilriina nro/nr/nr ann ritl acnx?naram=w(;FVYnwtr)rn/'Iv w?A/?n17 Florida Building Code Online Page 1 of 1 cQaf-`` ',.. s' 1l'j s?-e `-•s'I 114 P A96UL.0QFfL 0OPROIYf91QNS ;CQMACf flHPI€ aFloridpia Product Approval P r ss USER: Public User e, swwsf t, Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Refine Search FL# 14039 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description . ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Tvpe Manufacturer Validated By Status FL14039- R2 Revision Ply Gem Windows National Accreditation & Management Institute Approved History Category: Windows 804) 684-5124 Subcategory: Single Hung Appruvau py u ". Appru uy vorn mmn ue iewcvvcu mw iouucu vy Y. Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 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 e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 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 emails 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 click here . Product Approval Accepts: 0 ME Credit• Safe L Urll, t1131 It14L httns-// www-flnririahllilciinp_nro/nr/nr ann kt_asnx 7.4/?017 1 Florida Building Code Online Page 1 of 2 Bu in ess&Professianal Regul'atian 11{I d6FilNOteE`_a60t7F`,DBmij.OBvit Cfcr4loHs COM6C[.d9PY 11CIS Home 1-.g In Use, Reglslalion Hot Topics Sulmil Sumlage SIzIs 6, lacl, Publications FBC Sl ff 11CIS Site Map Unks Seacl 1 1 t;Product Approval lye t USER: Public User Product Approval Menu > Product or Application Search > Application Lis > Application Detail 5}?OFF.ICEOFTME Application de Version 2014 Application StatusApproved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory CJ Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 540) 484-6271 ablomberg@plygemwindows.com Adam Blomberg ablomberg@plygemwindows.com Windows Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/i.S.2/A440 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 04/22/2015 Date Validated 04/22/2015 Date Pending FBC Approval Date Approved 04/25/2015 Year 2005 httos://www.floridabuilding.org/Dr/Dr aoD dtl.asnx?naram=wGEVXOwtDntGL___ V24/?017 Florida Building Code Online Page 2 of 2 Summary of Products FL # Model, Number or Name Description 14039.1 4712/4812 Single Hung 4712FL/4712F/4812F Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14039 R2 C CAC NI010366.01-R2.Ddf Approved for use outside HVHZ: Yes FL14039 R2 C CAC NI010366.02-R2.odf Impact Resistant: No FL14039 R2 C CAC NI010366.03-R3.Ddf Design Pressure: N/A FL14039 R2 C CAC NI010366-R2.odf Other: See installation detail for sizes and ratings. FL14039 R2 C CAC NI010367.02-RI.Ddf FL14039 R2 C CAC NI010367.03-R1.Ddf Quality Assurance Contract Expiration Date 08/31/2018 Installation Instructions FL14039 R2 II PGW029 SS.odf FL14039 R2 II PGW030 AT.Ddf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14039 R2 AE PER3050 SS 2015-04-19.1)df Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 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 e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 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 emails 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 click here . Product Approval Accepts: eClrcal; httoS://www.f[oridabuildinq.org/or/or aon dtl.aSDX?naram=wCEVXnwtDntCI _._ 3/?4/7n17 Florida Building Code Online Page 1 of 1 Jill, M"Iff. x.L .. dIHPB HOtlE AHQLLi 6HPR tlHPR tltY1916H5 l`tlD1TACTHHPR go Product Approval a USER: Public User t.. Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Refine Search FL# 14253 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Type Manufacturer Validated By Status FL14253-R3 Affirmation Ply Gem Windows National Accreditation & Management Institute Approved History Category: Windows 804) 684-5124 Subcategory: Fixed rpproveu uy vorn. i pprovais uy uorrc span ue revreweo ano raanea uy me rum ana/or ine commission it necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 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 e-mail 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 mail. 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 emails 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 click here . Product Approval Accepts: eCkck Is Credit Card Safe httDS://www.floridabui[ding.nrg/nr/nr ann Ist_agnx Florida Building Code Online Page 1 of 3 BCIS Home Log In ? User Registration I Hot Topics ; Submit Surcharge I Stats & Facts ; Publications FBC Staff i BCIS Site Map ; Links I 'Search F Olidd Product Approval pr go USER: Public User P.r:c7ccM-. F.,.IaY Product Approval Menu > Product or Aoolication Search > Application List > Application Detail FL # FL14253-R3 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By F1 Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 540) 484-6271 ablomberg@plygemwindows.com Adam Blomberg ablomberg@plygemwindows.com Windows Fixed Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/NWWDA 101/I.S.2-97 Year 1997 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes ONO ON/A FL14253 R3 COC SA14253 SS 2015-04-10.odf Product Approval Method Method 1 Option A Date Submitted 05/06/2015 httnc-//www-flnririahiill riino-nro/nr/nr ann ritl a-,nx?naram=wcFvynwtnrlilnF -/74/?nl7 I. Florida Building Code Online Page 2 of 3 Date Validated Date Pending FBC Approval Date Approved FL # Model, Number or Name 14253.1 4701FL Fixed Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: 05/06/2015 05/16/2015 Description Builder Series 4701FL Fixed Window Certification Agency Certificate FL14253 R3 C CAC NI008098-R4.Udf Quality Assurance Contract Expiration Date 10/31/2018 Installation Instructions FL14253 R3 II PGWO50-R1 SS.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14253 R3 AE PER2898 SS.odf Created by Independent Third Party: Yes 14253.2 705 Fixed Windows Builder Series 705 Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14253 R3 C CAC NI006190-R5.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/31/2018 Design Pressure: +50/-50 Installation Instructions Other: FL14253 R3 II PGW047-RI SS.Pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14253 R3 AE PER2899 SS.pdf Created by Independent Third Party: Yes 14253.3 705 Fixed Windows Builder Series 705 Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14253 R3 C CAC NI006189-R5.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/31/2018 Design Pressure: +45/-45 Installation Instructions Other: FL14253 R3 II PGW049-R1 SS.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14253 R3 AE PER2900 SS.Udf Created by Independent Third Party: Yes 14253.4 705 Fixed Windows Builder Series 705 Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14253 R3 C CAC NI006468-R5:Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2018 Design Pressure: +40/-40 Installation Instructions Other: FL14253 R3 II PGW048-RI SS.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14253 R3 AE PER2901 SS.pdf Created by Independent Third Party: Yes ea_- Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an ANEEO 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 e-mail address released in response to a public -records request, do not send electronic mail 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 emails 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 click here . Product Approval Accepts: WI eCEeck httns'//www-flnrir;;hiiii(iino-nro/nr/nr ann ritl acnx?n;;mm=wC;FVXnwtnnilnF 'i/?d/?( l7 Florida Building Code Online Page 1 of 1 BCIS Home j Log In i User Registration f Hot Topics •', Submit Surcharge I Stats & Facts ; Publications j FBC Staff f BCIS Site Map ! Links Search bFUda Product Approval USER: Public Userr carL, J1.' P Product Approval Menu > Product or Aoolication Search > Application List Search Criteria Refine Search Code Version 2014 FL# 15264 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 FL# TV- Manufacturer Validated By Status FL15264-RS Revision Ply Gem Windows Category: Windows Subcategory; Mullions Locke Bowden 334) 300-1800 Approved History pproveo oy uorn. rapprovans uy uornsnan ue review dnu rdwrcu uy uie ruu dnu/ui uie wnnuumuu a Y. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 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 e-mail address released in response to a public -records request, do not send electronic mail 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 emails 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 click here . Product Approval Accepts: Ch¢)C jj Credit Card Safe httDS://www_floridabuildinp-_oru/nr/nr ann kt_asnx u?A1?n17 Florida Building Code Online Page 1 of 2 BCIS Home ; Log In ; User Registration Hot Topics j Submit Surcharge Stats & Facts I Publications 1 FBC Staff I BCIS Site Map Links I Search j Florida Product Approval p USER: Public User Ebysvn sy tIV ...r i Product Approval Menu > Product or Application Search > Application Lls[ > Application Detail FL # FL15264-RI Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Ply Gem Windows Address/Phone/Email 433 N. Main St. Rocky Mount, VA 24151 540) 484-6271 ablomberg@plygemwindows.com Authorized Signature Adam Blomberg ablomberg@plygemwindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 2 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Hermes F. Norero P.E. the Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden 7 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL15264 RI COI COI PLY GEM SS 2015-02-19.odf 1710.5.3 Method 2 Option B httne-//www_flnririahiiilriino-nro/nr/nr -inn ritl acnx7naram=wC;FVYOwtnnv-v /?d/?nl7 Florida Building Code Online Page 2 of 2 Date Submitted 02/19/2015 Date Validated 02/24/2015 Date Pending FBC Approval 03/01/2015 Date Approved 04/15/2015 summary of Products FL # Model, Number or Name Description 15264.1 Series 4700 Fin Aluminum Mullions Limits of Use Installation Instructions Approved for use in HVHZ: No FL15264 R1 II PGW130 SS 2015-01-02.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This product does not require an impact protective FL15264 R1 AE PER3064 SS 2015-01-02.1)df system for wind borne debris region ZONE 3 or LESS. See Created by Independent Third Party: Yes drawing PGW130 for design pressure tables, installation details, and anchoring instructions. 15264.2 Series 4700 Flange Aluminum Mullions Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL15264 R1 II PGW131 SS 2015-01-02.odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: This product does not require an impact protective FL15264 R1 AE PER3065 SS 2015-01-02.pdf system for wind borne debris region ZONE 3 or LESS. See Created by Independent Third Party: Yes drawing PGW131 for design pressure tables, installation details, and anchoring instructions. Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 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 e-mail 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 mail. 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 emails 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 click here . Product Approval Accepts: eChe`cli - Credit Card Safe httnr-//www finririahl lilriina nrcr/nr/nr ann ritl acny?narAm=wCFvynwtnnv'1v u?A1?n17 Florida Building Code Online Page 1 of 1 Prafessronal Regulafron - ¢$'' Iil. neruHa° aaourlsnnt SEW n>tatslnrra ,corrraefn®pP Florida k + Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2014 FL# 12194 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 FL# Type Manufacturer Validated By Status FL12194-R3 Revision Aluminum Coils, Inc. Category: Panel Walls Subcategory: Soffits Locke Bowden 334) 300-1800 Approved History Approves Dy unrte. Approvals oy uorn snau oe reviewea ano rauneo oy me rvc anaior me vommis on n necessary. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AAJEEO 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 e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 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 click here . Product Approval Accepts: sChccli Is Credit Card Safe httnr-//vjvjw flnririnhllilriina nra/nr/nr ann Ict ACnY '/7d/?nl7 i Florida Building Code Online Page 1 of 2 BCIS Home j Log in I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications ; FBC Staff I BCIS Site Map I Links I Search db Product Approval USER: Public User P-t;. an -a ass in Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12194-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived L7 Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits . Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden C Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R3 COI ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.pdf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 1986 Equivalence of Product Standards Certified By Sections from the Code httns'//www_flnririAhiiilrlino.nro/nr/nr Ann ritl acnx7naram=whFVYnwtnnil1<? 'MAI?n'17 4 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated I Date Pending FBC Approval Date Approved Summary of Products i Method 1 Option D 08/27/2015 08/28/2015 09/04/2015 10/16/2015 FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12194 R3 II ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 R3 AE ALCI5001 Evaluation Report 2014 FBC 04 T4 Soffits.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 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 mail. 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 emaiis 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 click here . Product Approval Accepts: eChicF. Credit Card Safe httns-//www_flnririahllilriino_nro/nr/nr ann ritl acnY?narnm=xAirF\/ynxAitr)nllk7 '2/,?d/,?nl7 Florida Building Code Online Page 1 of 1 EMy r z-,.s r r'.D6PR IIdRF:". ABDI1T 08PIf OBPR Ot91419F':GLh'PACt 66PR 08pr s'RF Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2014 FL# 5444 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 lqa rch Roanitc - Annliratinnc FL# Tvpe Manufacturer. Validated By Status FL5444-R10 Revision CertainTeed Corporation -Roofing Category: Roofing Subcategory: Asphalt Shingles John W. Knezevich, PE 954) 772-6224 Approved History nppiuvuu uy vorre. r,ppruvms uy uorrc snap — revue anp raoneo uy cne rum ano/or cne commission it necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 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 e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 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 emails 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 click here . . Product Approval Accepts: Ecliccli Credit Card Safe httnr,-//www_finririahiiilriinu.nro/nr/nr ann Ict acnx -i/?d/?nl7 Florida Building Code Online Page 1 of 2 Busrness&P'rofess>lor al egulat a v; w`y ill B01'R.itQ98;',ABCOr, DBpR .60pR,61fIS10M s ttSNT4tT 00piEE - 4t'+:""i_`'+tea 13CIS Home Log In User Registration Hot Topics Submit Surcharge Stabs &Facts Publications FBC Staff BCIS Site Map Links Sea rch d Flodda b Ucb1,iApprOValrUcUser Product Approval Menu > Product or ADDlication Search > Application Lis > Application Detail SECREtARY-'e FL e Application Type Revision Version 2014 Application Status Approved ArchivedComments r Product Manufacturer CertainTeed Corporation -Roofing Address/ Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 mark. d.harner@saint-gobain.com Authorized Signature Mark Harrier mark. d.harner@saint-gobain.com Technical Representative Mark D. Harner Address/ Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark. D.Harne.r@saint-gobain.com Quality Assurance Representative Address/ Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/03/2017 Validated By John W, Knezevich, PE P Validation Checklist - Hardcopy, Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL5444 R10 COI 2016 01 COI Nieminen.odf Standard ASTM D3161, Class F ASTM D3462 ASTM D7158, Class H Year 2009 2009 2008 httns-// www_flnriciahiiilciinss_nru/nr/nr ann cit.l_atnx7naram=wC;FVXC)wtnntah--- V94/9017 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products i Method 1 Option D 12/08/2016 12/14/2016 12/15/2016 02/07/2017 FL # Model, Number or Name Description 5444.1 CertainTeed Asphalt Roofing 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural Shingles) asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL5444 R10 II 2016 12 FINAL ER CERTAINTEED Asphalt Shingle FL5444-R10.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444 R10 AE 2016 12 FINAL ER CERTAINTEED Asphalt Shingle FL5444-R10.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 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 e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 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 emails 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 click here . Product Approval Accepts: echFcY Credit Card Safe httnc-//www flnrid;;hllilrlino nro/nr/nr nnn ritl ncnX7nnrnm=w(;Fvynwtr)rntnh -/?A/?n17 Florida Building Code Online Page 1 of 1 BCIS Home ; Log In ; User Registration I Hot Topics I Submit Surcharge I Stats & Facts Publications j FBC Staff I BCIS Site Map I Links I Search a i Product Approval USER: Public Userd,b.pr Product Approval Menu > Product or Aoolication Search > Application List Search Criteria Refine Search Code Version 2014 FL# 15216 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 P rrh Rs.cnitc - Annlicatinnc FL# Type Manufacturer Validated By Status FL15216-R2 Revision InterWrap, Inc. John W. Knezevich, PE Approved History Category: Roofing 9S4) 772-6224 Subcategory: Underlayments pp.uveu uy uo r.pp u uy uor, nndu ue.eweweu duu Idiweu uy uie rut.. mm/u L i wI i u wavou a ue-cd1 Y. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AAJEEO 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 mail to this entity. Instead, contact the office by phone or by traditional mail. 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 emails 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 click here . Product Approval Accepts: sick Is Cre•it CEird Safe ht.tns-//www-flnriclahiiilriinu-nru/nr/nr :inn lit-arnx /7419ni7 Florida Building Code Online Page 1 of 2 v, 13CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Bus ness&Professranal Regulra tion ' Ili:} Approval USER: Public User Product Approval menu Product or Aonlication Search > Application Lis > Application Detail 112t7FF7CEOF,THE, SECRETARY= .___LL Application Tp Code Version0 Application Status Approved Comments Archived E", Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2017 Validated By John W. Knezevich, PE 2 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15216 R2 COI 2015 01 COI Nieminen.odf 1507.2.3 1507.5.3 1507.8.3 1507.9.3 1507.9.5 T1507.8 httnc•//w\Anv flnririahiiilriina nro/nr/nr ann rltlS4CnY7naram=\A/(,FvynXA/tr)rl\/"\r i/?d/?nl7 r. Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 2 Option B 04/28/2015 04/29/2015 05/04/2015 06/23/2015 FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL15216 R2 II 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.1)dfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FL15216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF FL15216- R2.Ddf Created by Independent Third Party: Yes Back Next Contact 11s :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 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 e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 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 emails 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 click here . Product Approval Accepts: , eCliik Credit Curd Safe hffnc•//lnnnnAf flnririnhiIiIrlinct nrcy/nr/nr m n n rlfI acnv7narnm=%Afr,P\/Xrlrerfr)nv'v '2I'm /,?nl7 111111110 Florida Building Code Online Page 1 of 2 fie 9t.-' °y zX d e.: s c ,a. ice,, -' ; I aRloa oaaalmnorrtoF- `''",-' P ' t FrBusrne`ss&Professional a ulatian. ,..t .i IIQ BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats &Facts Publications FBC Staff i BCIS Site Map Links Search Product 11 Approval ProductUSER: PublIc User ADoroval Menu > Product EOFFICE PFT}1E' 9ECREfMY Application Type Version 2014 Application Status Approved Comments Archived El Product Manufacturer Lott's Concrete Products Address/Phone/Email P.O. Box 77125 Winter Garden, FL 34777 407) 656-2112 precast98@aol.com Authorized Signature ]Ohn Hoy jhoy@florida-engineer.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed John Hoy the Evaluation Report Florida License PE-55312 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance. Contract Expiration Date' 11/01/2023 Validated By Thuy H Huynh R/ Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL17867 RO COI Letter of Indeoendence.odf Standard ACI 318 ACI 530 ASTM A416 ASTM A615 Year 2011 2011 2006 2009 ki-f'no• / /1111—If fl1i1 14;-r--11-1/-1 - -- '44-I-..,..2Y.-,.-., ... _.,.r CVVll.. i+ll.-a-77 -3 1-)A /711A7 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated, Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 07/03/201S 07/03/2015 07/09/2015 08/20/2015 FL # Model, Number or Name Description 17867.1 Lintel 8" Precast Prestressed Lintels Limits of Use Installation Instructions Approved for use in HVHZ: No FL17867 RO II Installation Instructions.odf Approved for use outside HVHZ: Yes Verified By: John Hoy PE 55312 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports other: FL17867 RO AE 8in Lintel Load Tables.Ddf FL17867 RO AE Letter of Evaluation.odf FL17867 RO AE Ouality Control Manual.odf Created by Independent Third Party: Yes Back Nert ContactUs :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 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 e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 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 emails 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 area licensee under Chapter 455, F.S., please click here . Product Approval Accepts: C_ G`icEIN Cresdit Card Safe 1 at'vYu 111 II,\ ,\lil KR'ti' r, httnc• / /\ nr\nnni fInririnhiiiIidincr nrrr/nr/nr nnn ritl ncnvinnrnm'—tk/(__P7VY(l1Ahr)r,i-77 72 / )A /7r117 Florida Building Code Online Page 1 of 1 d 1ProfessionalRgul'ati n 11 , lllj; F .Ire.--m., i'-`..# t`DBPR Hp1dE'dB6Dr_DBPR OBPRd1Y191DH9 CGM1T4CP D>tpR, bFloddap ir-! Product Approval USER: Public Userd,,,r Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Refine Search FL# 17867 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL FL# Type Manufacturer Validated By Status FL17867 New Lott's Concrete Products Category: Structural Components Subcategory: Products Introduced as a Result of New Technology Thuy H Huynh 813) 645-0166 Approved Hpproveo oy uorn. Approvals oy uor snag oe rewew anU rmweu Uy Lilt rvi- mwrm Lilt wnnui>>mu a Lie 111y. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 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 e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 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 emails 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 llcensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe httrir//%AAAAAi flnririnhililrlinrr nrrs/nr/nr nnn Icf ncnv P7A P7n1'7 Georgia-Pacific Sheathing Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200 Atlanta, GA30303 Mississauga, ON L5N 5S3 Technical Service Hotline: 1-800-225-6119 Description DensGlass® Sheathing is a gypsum panel made of a treated, water-resistant core, surfaced with fiberglass mats and a GOLD colored primer coating. Providing superb protection from the elements, DensGlass Sheathing is resistant to delamination and deterioration due to weather exposure —even during construction delays that last as long as twelve months after installation and are backed by a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions.* DensGlass Sheathing panels are also mold -resistant, and have scored a 10, the highest level of performance for mold resistance under ASTM D3273 test method. DensGlass Sheathing exhibits a dimensional stability that assures resistance to warping, rippling, buckling and sagging for a flat and even substrate and is noncombustib.le as defined and tested in accordance with ASTM El36 or CAN/ULC S114. Since DensGlass Sheathing is strong in both directions, it may be installed either parallel or perpendicular to wall framing members (always follow specific assembly installation instructions). Primary Uses Because of the superior performance of DensGlass Sheathing, it is specified for exterior walls, ceilings and soffits in a wide variety of applications. These include exterior insulation and finish systems (EIFS); cavity brick or stone veneer applications; cladding such as wood siding, vinyl siding, composition siding, wood shingles, shakes, conventional stucco systems, plywood siding panels; and interior finish systems that require a substrate panel with superior fire and moisture resistance. For EIFS applications, DensGlass Sheathing is an ideal substrate for adhesive or mechanical application of expanded polystyrene or extruded polystyrene insulation, and is recommended in all climate zones. Manufacturers of water and air resistive barriers, which include attached flexible membranes, self -adhered membrane and liquid applied, have found DensGlass Sheathing to be a suitable substrate for their systems. DensGlass Sheathing is an ideal product for exterior ceilings and soffits for both cold and warm climate zones. It resists sagging, even under exceptionally humid conditions. Panels are applied directly to structural framing. Surface and joints may be finished and painted, or surfaced with an exterior finish system. Limitations DensGlass Sheathing is resistant to normal weather conditions, but it is not intended for immersion in water. Cascading roof/floor water should be directed away from the sheathing until appropriate drainage is installed. Avoid any condition that will create moisture in the air and condensation on DensGlass Sheathing. The use of forced air heaters creates volumes of water vapor which, when not properly vented, can condense on building materials. The use of these heaters and any resulting damage is not the responsibility of Georgia-Pacific Gypsum. Consult heater manufacturer for proper use and ventilation. For complete warranty details, visit www.gpgypsum.com. Submittal Job Name Approvals Contractor Date Technical Service Hotline 1.800.225.6119 or www.gpgypsum.com When DensGlass Sheathing panels are used in slanted wall applications, that portion of the wall must be temporarily protected from the elements. Do not allow water to pond or settle on sheathing. Also, exposed wall ends must be covered to prevent water from infiltrating the cavity. Georgia-Pacific Gypsum does not warrant and is not responsible or liable for the performance of the cladding or exterior systems applied over DensGlass Sheathing. The suitability and compatibility of any system is the responsibility of the system manufacturer or design authority. Do not laminate masonry surfaces to DensGlass Sheathing; use furring strips or framing. DensGlass Sheathing is not intended for roof applications. For roof applications, consult our DensDeck® Roof Board brochure. . DensGlass Sheathing is not intended for interior or exterior tile applications. For interior tile applications, consult our DensShield® Tile Backer brochure. DensGlass Sheathing should not be used in lieu of plywood where required. Do not apply DensGlass Sheathing below grade. - For all installations, design details such as fasteners, sealants and control joints per system specifications must be properly installed. Openings and penetrations must be properly flashed and sealed. Failure to do so will void the warranty. Do not use DensGlass Sheathing as a base for nailing or mechanical fastening. Fasteners should be flush to the face of the board, not countersunk. Technical Data DensGlass Sheathing is noncombustible as described and tested in accordance with ASTM E136 or CAN/ULC 5114. DensGlass Sheathing exceeds ASTM C1396 sheathing standards for humidified deflection by a factor of 10 in tests over the standard for regular gypsum sheathing. 5/8" (15.9 mm) DensGlass® Fireguard® Sheathing is UL and ULC classified Type DGG. DensGlass Sheathing is manufactured to meet ASTM C1177. Flame spread and smoke develop rating of 0/0 when tested in accordance with ASTM EB4 or CAN/ULC S102. Handling and Use —CAUTION This product contains fiberglass facings which may cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and mini- mize contact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/ MSHA approved respirator as appropriate in dusty or poorly ventilated areas. Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safetyinfo or call 1-404-652-5119. Product Data Thicknesses: 1/2"(12.7 mm); 5/8" (15.9 mm) is Type X (ASTM C1177) Width: 4' (1220 mm) standard, tolerance up to ± 1/8" (3.2 mm) Lengths: 8' (2438 mm), 9' (2743 mm) or 10' (3048 mm) standard Edges: Square continued—> Stamps/Signatures dtlk Georgia-Pacific ensGlass® Sheathing Physical Technical Service Hotline 1.800.225.6119 or www.gpgypsum.com Width, nominal 4' (1219 mm) ± 1/B" (3 mm) 4' (1219 mm) ± 1/B" (3 mm) Length, standard B' (2440 mm), 9' (2743 mm), B' (2440 mm), 9' (2743 mm), 10' (3048 mm), ± 1/4" (6 mm) 10' (3048 mm), ± 1/4" (6 mm) Weight, nominal, Ibs./sq. ft. (Kg/m2) 1.9(9) 2.5(12) Bending radius' 6' (1829 mm) 8' (2438 mm) Racking strength', Ibs./ft: (dry) (N/m), Ultimate —not design value >540 (7878) >654 (9544) Flexural strength' .4, parallel, Ibf. (N), 4' weak direction zBO(356) 2-100 (445) Compressive strength min. 500 psi (3445 kPa) min. 500 psi (3445 kPa) Humidified deflection'.' <2/8" 16 mm) <1/8" (3 mm) Permeance2, Perms (ng/Pa•s•m2) >23 (1300) >17 (970) R Value', ft2: Fehr/BTU (m2•K/W) .56 (0.099) .67 (0.118) Combustibility' Noncombustible Noncombustible Linear expansion with moisture change, in/in %RH (mm/mm %RH)' 6.25 x 10-' 6.25 x 10-6 Surface burning characteristics per ASTM EB4 or CAN/ULC S102: flame spread/smoke developed 0/0 0/0 Coefficient of thermal expansion, B.5 x 10' 8.5 x 10-6 in/in/°F (mm/mm/°C) (15.3 x 10-99 (15.3 x 10-6)9 Tested in accordance with ASTM C473 ' Double fasteners on ends as needed 2 Tested in accordance with ASTM E96 (dry cup method) 6 Tested in accordance with ASTM E72 a Tested in accordance with ASTM C518 (heat flow meter) ' As defined and tested in accordance with ASTM E136 or CAN/ULC S114 Specified values per ASTM C1177 ' As stated by Gypsum Association GA-235 Tested in accordance with ASTM EZ28-85 TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific A941L Georgia-Pacific Gypsum LLC. WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for thisGypsumproduct, please go to www.gpgypsum.com and select the product for warranty information. All sales of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com. U.S.A. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum II LLC UPDATES AND CURRENT INFORMATION The information in this document may change without Canada Georgia-Pacific Canada LP notice. Visit our website at www.gpgypsum.com for updates and current information. SALES INFORMATION AND ORDER PLACEMENT CAUTION For product fire, safety and use information, go to www.buildgp.com/safetyinfo U.S.A. West: 1-800-824-7503 or call 1-800-225-6119. Midwest: 1-800-676-4746 FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or South Central: 1-800-231-6060 labeling a product as having a one -hour, two-hour, or any other fire resistance or protection ratingSoutheast: 1-800-327-2344 and, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that Northeast: 1-800-947-4497 either a particular assembly/system incorporating the product, or any given piece of the product CANADA Canada Toll Free:1-800-387-6823 itself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any other Quebec Toll Free:1-800-361-0486 specified fire resistance or protection in an actual fire. In the event of an actual fire, you should TECHNICAL INFORMATION immediately take any and all actions necessary for your safety and the safety of others without U.S.A. and Canada: 1-800-225-6119, www.gpgypsum.com regard for any fire rating of any product or assembly/system. 2014 Georgia-Pacific Gypsum LLC. All rights reseived. 1/14. GP -TM Lit Item M2250. y.A. GeorgiaPacific uensArmor Plus@ Technical Service Hotline 1,800,225.6119 or Interior Panels www.gpgypsum.com Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline: 1-800-225-6119 Description DensArmor Plus® Interior Panels are noncombustible (as defined and tested in accordance with ASTM El36 or CAN/ULC S114) interior panels that consist of a moisture -resistant gypsum core with coated fiberglass mats. The fiberglass mats provide superior protection from incidental moisture. DensArmor Plus Panels are highly resistant to the growth of mold, and have scored a 10, the highest level of performance for mold resistance under ASTM D3273 test method. The core of DensArmor Plus panels is reinforced with fiberglass, increasing the product's strength. The treated core and the coated facings made with fiberglass offer greater moisture resistance and improved dimensional stability than regular gypsum board. The product resists warping, rippling and buckling. They have a tapered edge to receive joint treatment. The field of the board can be finished in the same manner as regular gypsum board. DensArmor Plus Interior Panels are GREENGUARD and GREENGUARD Gold Certified for low emissions of volatile organic compounds (VOCs) by a leading third -parry organization, UL Environment. In addition, DensArmor Plus Interior Panels are listed as GREENGUARD microbial resistant. This listing means DensArmor Plus Panels, which feature fiberglass mats instead of paper facings used on the surface of traditional gypsum board products, resist mold growth. The microbial resistant test is based on ASTM D6329, a testing standard set by ASTM International, which develops testing guidelines and procedures for building materials, products, systems, and services. DensArmor Plus Panels also are listed in the Collaborative for High Performance Schools® (CHPS®) High Performance Products Database for low emissions of VOCs. CHPS is a national non-profit organization that works with school districts and their design teams to improve the quality of education by using products that have met requirements to receive CHPS credits. Primary Uses DensArmor Plus Interior Panels are an interior wall or ceiling covering material for use in new construction or renovation work. They are designed for direct attachment with screws or nails to wood and metal framing or existing surfaces. They may be used as a covering material for flat or curved structures. DensArmor Plus Panels are manufactured with fiberglass mat surfaces. They have a tapered edge to receive joint treatment. Use on interiors of exterior walls, where moisture intrusion is most likely. Use in pre -rock areas, where the windows, doors or roof have not been installed making moisture intrusion inevitable. DensArmor Plus Panels come with a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions.* Use in wet areas behind tile, such as tub and shower areas, where ASTM C1396, Section 7 is allowed by code. For complete warranty details, visit www.gpgypsum.com. Submittal Job Name Approvals Contractor Date Limitations DensArmor Plus Interior Panels are a non-structural product and should not be used as a nailing base to support heavy wall -mounted objects. Intended for interior applications and soffits in protected areas, DensArmor Plus Panels must be kept dry during storage and handling. Do not use DensArmor Plus° Fireguard® (per ASTM C1658) Panels where there is prolonged exposure to temperatures exceeding 125`F (52`C), e.g. adjacent to wood burning stoves, heating appliances, saunas or steam rooms. Technical Data Flame spread and smoke developed rating of 0/0 when tested in accordance with ASTM EB4 or CAN/ULC 5102. Noncombustible as described and tested in accordance with ASTM E136 or CAN/ULC S114. 5/8" DensArmor Plus Fireguard panels are UL and ULC Classified Type DAP. 1/2" and 5/8" DensArmor Plus® Fireguard CO panels are UL and ULC Classified Type DAPC. Decoration DensArmor Plus Interior Panels are designed to accept most types of paints, textures and wall covering materials. Because of the enhanced moisture- and mold -resistant properties of DensArmor Plus Panels, drying times for both joint compound and wall coverings may vary. Always follow paint or wall covering manufacturer's installation instructions when applying either of these finishes. Georgia-Pacific Gypsum strongly recommends priming the surface of DensArmor Plus Panels with a quality, high solids primer/sealer before applying a final decorative material. Priming will equalize the suction variations between the joint compounds and the fiberglass surfaces. If glossy paints are used in such areas as kitchens or bathrooms, skim coat joint compound over the entire surface of DensArmor Plus Panels to reduce highlighting or joint photographing. This method is also recommended in areas with severe natural or artificial side lighting. Handling and Use —CAUTION This product contains fiberglass facings which may cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and minimize con- tact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/MSHA approved respirator as appropriate in dusty or poorly ventilated areas. Stack DensArmor Plus Interior Panels flat on a level surface. As individual sheets are removed for installation, they should be raised up on edge carefully and carried in a vertical position. Appropriate handling for gypsum board is also outlined in Gypsum Association Publications GA-216 and GA 801. Take care to avoid impact, undue flexing and subsequent damage to board edges, ends and corners. Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safetyinfo or call 1-404-652-5119. Applicable Standards Manufactured to meet ASTM C1658, ASTM C1396 Section 7 and ASTM C1177. continued —> Stamps /S. ognatures Georgia-Pacific DensArmor Plus Technical Service Hotline 1.800,225,6119 or Interior Panels www.gpgypsum.com Sizes and Edges DensArmor Plus Thickness: 1/2" (12.7 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard C Thickness: 1/2" (12.7 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered DensArmor Plus Fireguard C Thickness: 5/8" (15.9 mm); Width: 4' (1219 mm); Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered Physical Properties Installation DensArmor Plus® Interior Panels should be installed according to the most current versions of Gypsum Association Publication GA-216 "Application and Finishing of Gypsum Board for Non -fire -Rated Construction" For fire -rated installations, the installation and details shall be in conformity with those assemblies published in the Gypsum Association Fire Resistance Design Manual GA-600, UL and ULC Fire Resistance Directories. Thickness, nominal° 1/2" (12.7 mm) 1/2" (12.7 mm) 5/8" (15.9 mm) 5/8" 05.9 mm) 1/64" (0.4 mm) ± 1/64" (0.4 mm) ± 1/64" (0.4 mm) ± 1/64" (0.4 mm) Width, standard' 4' (1219 mm) 4' (1219 mm) 4' (1219 mm) 4' (1219 mm) 3/32" (2.4 mm) ± 3/32" (2.4 mm) ± 3/32" (2.4 mm) + 3/32" (2.4 mm) Length, standard' 8' (2438 mm)to 8' (2438 mm)to 8' (2438 mm)to 8' (2438 mm)to 12' (3658 mm) 12' (3658 mm) 12' (3658 mm) 12' (3658 mm) 1/4" (6.4 mm) ± V4" (6.4 mm) ± 1/4" (6.4 mm) ± 1/4" (6.4 mm) Weight', nominal, lbs./sq. ft., (Kg/mz) 2.0 (9.8) 2.0 (9.8) 2.5 (12.2) 2.4 (12.1) Edges Tapered Tapered Tapered Tapered Permeance', Perms (ng/Pa • s • mz) 10 (570) >10 (570) >10 (570) >10 (570) Linear expansion with moisture change, in/in %RH (mm/mm %RH) 6.25 x 1 D-6 6.25 x 10-1 6.25 x 10-1 6.25 x 10-1 Coefficient of thermal expansion, in/in/OF (mm/mm/°C) 8.5 x 10-1 (15.3 x 10-1) 8.5 x 10-1 (15.3 x 10-1) 8.5 x 10-6 (15.3 x 10-1) 8.5 x 10-6 (15.3 x 10-1) Flexural strength, parallel, Ibf.3,4 (N) 2t80 (356) ZBO (356) z100 (444) z100 (444) Flexural strength, perpendicular, Ibf.3.4 (N) z100 (444) z100 (444) 2?:140 (522) z140 (622) R Value' ft2- °F• hr/BTU (m2• K/W) 56 (0.099) 56 (0.099) .67 (0.118) .67 (0.118) Combustibilityfi Noncombustible Noncombustible Noncombustible Noncombustible Nail pull resistance, Ibf.3.4 (N) z80 (356) zB0 (356) z90 (400) 2-90 (400) Hardness core, edges and ends, Ibf. (N) 2-15 (67) 2--:15 (67) z15 (67) 2!:15 (67) Water absorption (% of weight)'.' 5 <5 <5 <5 Surface water absorption3.4 1.6 grams <1.6 grams <1.6 grams <1.6 grams Surface burning characteristics per ASTM E84 or CAN/ULC S102): flame spread/smoke developed 0/0 0/0 0/0 0/0 Humidified deflection' 4 s2/8" (6.4 mm) 52/8" (6.4 mm) s1/8" (3 mm) 51/8" (3 mm) Bending radius, 6' (1829 mm) 6' (1829 mm) 8' (2438 mm) 8' (2438 mm) Represents approximate weight for design and shipping purposes , Double fasteners on ends as needed Tested in accordance with ASTM C518 As defined and tested in accordance with ASTM E136 or CAN/LAC S114. Tested in accordance with ASTM C473 Tested in accordance with ASTM E95 (dry cup method) Specified values perASTM C1558 and ASTM C 1177 TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Geor 18 aCIfICg Gypsum LLC. Collaborative for High Performance Schools and CHPS are trademarks owned by Collaborative for High Performance Schools Inc. Gypsum WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this product, please go to www.gpgypsum.com and select the product for warranty information. All salesU.S.A. Georgia-Pacific Gypsum LLC of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com. Georgia-Pacific Gypsum II LLC Canada Georgia-Pacific Canada LP y e withoutUPDATESANDCURRENTINFORMATIONTheinformationinthisdocumentmaychang notice. Visit our website at www.gpgypsum.com for updates and current information. SALES INFORMATION AND ORDER PLACEMENT U.S.A. West: 1-800-824-7503 CAUTION For product fire, safety and use information, go to www.buildgp.com/safetyinfo Midwest - 1-800-876-4746 or call 1-800-225-6119. South Central: 1-800-231-6060 Southeast: FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or1-800-327-2344 Northeast 1-800-947-4497 labeling a product as having a one -hour, two-hour, or any other fire resistance or protection rating and, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that CANADA Canada Toll Free:1-800-387-6823 either a particular assembly/system incorporating the product, or any given piece of the productQuebecTollFree:1-800-361-0486 itself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any other TECHNICAL INFORMATION specified fire resistance or protection in an actual fire. In the event of an actual fire, you should U.S.A. and Canada:1-800-225-6119, www.gpgypsum.com immediately take any and all actions necessary for your safety and the safety of others without regard for any fire rating of any product or assembly/system. 02014 Georgia-Pacific Gypsum I.I.C. All rights reserved. 1/14. GP TM Lit Item d532248. THERMA TRU DOORS 1 1 B INDUBTRIAL DR., EDOERTON, DH 43517 Smooth -Star" and 'Benchmark by Therma-Tru" 87 S NGLE AND DOUBLE OPAQUE OR GLAZED PANELS W/ & W/OUT SIDELITES INSWING / OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES General Notes 105.50" MAX. OVERALL FRAME WIDTH 1 2 3 55 5TTr- II II iTTI 'TrI KI: ,ZIA 1,; II II I ',- Z? I'1' KS- -? NZ I I I it II i rL 4 I' It I I I I I I I 1 II II IIICL111, 1rV LL__YI Ly11I ILL1 It 11 5 II II 5=;A. K I:: Z?. 5= =A; r5= =7; II II Ll 1. This product anchoring drawing has been developed in compliance with the 5th Edition 2014) Florida Building Code (FBC) excluding the "High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be installed following installation instructions of ANSI/AF&PA NDS 2D12. All other fastener types to be installed following fastener manufacturer's installation Instructions. 4. Fastener embedment depths, edge distances and center -center distances shall be as specified by the fastener manufacturer but in no instance shall they be less than shown in this drawing. 5. Where shims are used, they must be a "rigid / stiff"material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with this drawing shall be determined by others for specific jobs in accordance with the governing code. 7. Site conditions not covered by this drawing are subject to further engineering analysis. TABU: OF CONTENTS SHEET A DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Buck anchoring 3 Frame anchoring 4 Frame anchoring & bill of materials 5 Horizontal & vertical cross sections 6 Vertical cross sections 1 Y 2 Y J 4 5 6 1, 2 3 4 5 6 6 6 6 6 6 6 6 6 6 6 6 6 DOUBLE W/ SIOELITES OXXO SINGLE W/SIDEUTES OXO MAX DESIGN PRESSURE LOCK HARDWARE MFG a SERIES MAX DESIGN PRESSURE 47.0 47.0 KMKSETSiGNATURE SERH:S LAMM +40.0 -40.0 37.50" MAX. I KWIKSETSIGNATURE SERIES MIT DEALIEOLT OVERALL 74. SU' MAX. OVERALL WIDTH 53'0(r MAX. WIDTH OVERALL WIDTH 4 li= _( A. 5 5 11-- 5 S rl O M O3- II 1 1 O I I I I i I I I SINGLE X MAX DESIGN PRESSURE 67.0 - 67.0 v O g Y z tY O O aid m O In n rlan o O 0 AM pN pp U NmZ Z Z 0UCOC MILa F-- 17= T YY-1 r 7 T:-Y '--JI -' y {I I}_11 II II I LL1 11 L__it L__ J II II e__1 lr O N H. aII Ir-YI Ir- 71 Ir-rD Ir-11 II 11 II II II II II Ii II 11. I, , I Ii II It I I JIII11II1111IIIIl; I I H. It IIII11 II II II II II I I 1 I In 2 0 NII II II II II II II II 11 11Elf tl 11 II II 11 11 II II 4 I I IW-. O 5 ii ii O Ir-71 Ir- YI Ir-rl Ir-YI 11 11 II II 11 II 11 II 11 11 I' I I IIIIIIIIit11IIIIII1IIIOQ 1 o 0 i Z L wTe 212111 4 5 6 1 2 J_ 4 75 V 6 SCALE: N.T.S. 6 6 6 6 6 6 6 6 6 M. Err: JK li DOUBLE XX SINGLE W/SIDEUTE OX CHIC 8r. LFS 3 DRAR'ND NO.: ° FL-15225.5- 80 MAX DESIGN PRESSURE MAX DESIGN PRESSURE 47.0 -47. 0 +40.0 -40.0 SHEET 1 OF 6 " MASONRY OPENING 2X BUCK I I--- 4" SINGLE DOOR BUCK ANCHORING II II II II II U.. •*:. tD•. n I MULLION I I SHOWN FOR II II I I z i ' L n MASONRY OPENING 4 REFERENCE MASONRY 4 I I o o m HEAD i i OPENING HTYPEAD I I I I it1i11 24 "a' m z JAMBS JAMBS I I U a.: a 4 II X^. II II n E m V 0 9p0-a UCi Lj 2X BUCK I I MULLION E cOzLi I I I I I I A 3,a SHOWN FORIIIIREFERENCE a ^ 2X BUCK II II II00 II II II II II II o o z 0 awY SINGLE W/SIDELITE SINGLE W/SIDELITES m a C. BUCK ANCHORING BUCK ANCHORING I o 4•' 4 4„ II I I II I I II - 4 4 II MASONRY II OPENING TYP. HEAD I JAMBS II ASTRAGAL II SHOWN FOR II REFERENCE NOTES: 2X BUCK II1. 2X buck min. S.G. Z 0.55. 11 II CONCRETE ANCHOR NOTES: II1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. II 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to II maintain the min. edge distance to mortarjoints. additional concrete anchors IImayberequiredtoensurethe "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: II AIJCHOR 1NGH6R MOJ MIN. CLEARANCE`: MI CLEARANCE: X.13'PE SIZE TO MASONRY r.0......AUJACEMEAIBEDMEHiEDGFANCHOR ITW TAPCON ELCO ULTRACON 1/4" 1 1/4" 1" 4" II II II DOUBLE DOOR BUCK ANCHORING I II II 4 1 1 MUMULLION III IISHOWNFORII SHOWN FOR II TYP. II REFERENCE HEAD II REFERENCE II JAMBS II II II I I II II II II II II II iASTRAGAL II 2X II II SHOWN FOR II X BUCK II II REFERENCE II II II II II II II 3 II II II 66 IIII II II II II II II II MASONRY DOUR W/SIDFLITFS OPENING BUCK ANCHORING TE: 2121/ 12 Scvm N. T.S. DWG. BY: JK i DHK. sY: LFS DRAWNG NO.: T FL- 15225. 5-80 E SHEET 2 Of 6 E 1 E" C„ 3" 73' I I I I I I Il p a MULLIONI IIfl SHOWN FOR IIIII", — REFERENCE n T A W/2X BUC K INSTALLATION - U U O O 9 W/1X BUCK INSTALLATION TYP. HEAD &JAMBS - r In L" wo z W C„ " D" I- MULLION n SHOWN FOR w REFERENCE Z WUJ 2X BUCK INSTALLATION 9 /1X BUCK INSTALLATION TYP. HEAD & JAMBS - SEE - NOTE 1 2 N 1 6, w 16 IIAIIII 12 nn 16 Ig IIII - oilnl1 5 AI I 12 SEE DETAIL 4 •, InN w _ n n 16 7 6 Ilfl 12 I In 5 N n2- Q ~ nu nn nnIIX I I — VIEW "C"-"CSINGLE DOOR W/SIDELITES VIEW "E"-"E" VIEW "D"-"D" SINGLE DOOR WISIDEQT SHOWN W/ OPTIONAL CORRUGATED FASTENERS, REM 130 (TYP. ALL SIDELITE/ HARWDARENOTES: 1 ih SIDELRE TO DOOR JAWS CONNECTIONS) r4' I U)— W/ 2X BUCK 4W/ IX fl`` O N i(0INSTALLATION BUCK- SEE t Ea z m o0 X ^ ri INSTALLATION TYP. HEAD & DETAIL i 1 se, t rng 9 c w d L a mJAMBSIvadac 0zv0 w'' a DETAIL 2"II- VIEW " B"-"B" e sldelrte /s -ect set Into the iamb with (12) #8 x Z pfh. wood screws. There are (4) at each B verticaljamb, from the top down at 13.5", 31 ", 48.5' & 66". There are (2) at the header of 4" from the outside comers of the frame. There are (2) at the sill, 4" from the outside comers. 2. For optional sidelite construction with staples, sidelite is direct set into the jamb with (51 116"X 1 C 1314" 16 ga. staples along each jamb (6" from ends and equally spaced thereafter). 3. Latch, deadbolt and hinge locations vary. See Certification Agency Certificate and corresponding test reports for specific dimensions and design pressure ratings. CONCRETE ANCHOR NOTES., 1 I. Concrete anchor locations at the comers may be adjusted to maintain the min. DETAIL "' 4" edgedistancetomortarjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: A A ANCHOR 4NCHOR: MI.N. A4tN. CLEARANCE MI1J CLEAR4kCE. il' rE SIZE'.EMBED/YtENi 7O MASONRY T.CIALTJACENT EIIGE`:` ANCHOR:: TAPCON 1/ 4" 1 1/4" 2" 4" ITW TAPCON® 3/16" 1-1/4" 3" 1.1/2" 1 I A A i I DETAIL ' T 4 0 h NB" A" SINGLE DOOR VIEW 'A" -'A" B DETAIL " 6" 0 10 DETAIL " 2 DATE: 2121112 z SCALE N.T.S. D Owc. En: J1< m CHK. EfY: LFS 3 DRAWING NO.: N FL- 15225.5-80 0 SHEET 3 OF 6 N E" 3" L11 34 3„ I I I I I IIII III SEE DETAIL ""3" IIII IIIIISSHEETEET33IIIII II I MULLION SHOWN FOR _ REFERENCE ASTRAGAL) SHOWN FOR II REFERENCE I — ONLY I — II II All 16 I 16 16 n 55o VIEW "C"—"C" DOUBLE DOOR W/SIDELITEs IW/2X BUCI INSTALLATIC W/iX BUCI INSTALLATIO TYP. HEAD JAMBS SEE DETAIL 4„ W Wo Wes"' \Q:'' aW 2 A•' QZL 30 - .• U: # Lo 3" Lj 3 > * -Ni zo II SEE DETAIL II INSALLATION A ¢ a SEE 3" II W/1x BUCK DETAIL = _ a II INSTALLATION 9 1 LL a II TYP. HEAD & v Q ti I JAMBS - L ASTRAGAL) I nSHOWNFORIpo REFERENCE II — ONLY N i II = 0 16 ii 16 _ 5 I) 5 p II A„ VIEW "E"—"E" DOUBLE DOOR VIEW "A" —"A" SHOWN W/ OPTIONAL CORRUGATED FASTENERS, ITEV 130 (TYP. ALL SIOELTTE TO DOOR JAMB CONNECTIONS) Item DESCRIPTION Material A 10 x 2-1 2 PFH WOOD SCREW STEEL B 10 X 1-3 4 PFH WOOD SCREW STEEL C 10 X 1 PFH WOOD SCREW STEEL 1 1D x 3 4 LG. PFH WOOD SCREW Hine to Frame STEEL 4 1 4" x 2-3 4" PFH ELCO OR ITW CONCRETE SCREW STEEL 5 1 4 x 1-3 4" ITW PFH CONCRETE SCREW STEEL 9 1 4" x 3-3 4"ITW PFH CONCRETE SCREW STEEL 10 8 X 3 PFH SCREW STEEL 11 3 16" x 3-1 4"ITW PFH CONCRETE SCREW STEEL 12 1 4" x 3-1 4"ITW PFH CONCRETE SCREW STEEL 13 MASONRY — 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 16 1 4" X 2-1 4" PFH ITW CONCRETE SCREW STEEL 20 HEADER JAMB PINE, SG >= 0.42 WOOD 21 3 4" THK. PRESSURE TREATED SIDELITE PAD WOOD 30 1 2" X 1"" X 25 GA. CORRUGATED FASTENER STEEL B n p Z W O 1 r' 2 U) 1 0 a DETAIL "4" t 4z ADETAIL "3" ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. DATE: 2121112 z A SCALE N.T.S. G Dwc. Br: JK m 1 cNx. rm: LFS 3 DETAIL "I' DRAWING NO.: Ir FL-15225.5-80 0 SHEET 4 OF 6 N 1X BUCK INTERIOR t HEAD JAMB j To Ix sub -buck Inswing shown 1.2S' 2 HEAD JAMB 5 To wood frame Insw ng shown EXTERIOR 25' MAX. SHIM SPACE 1.1 S' MIN. EMB. 1.2S' MIN. EMB. TYP. 4 VERTICAL SIDE JAMB 5 To 2x sub -buck Inswing shown INTERIOR INTERIOR N IF 0.15' MIN. C-SINK 0.25' MAX. SHIM SPACE 1.1S' MIN. EMB. z a r~ mNW W Q h A N EXTERIOR 3 HEAD JAMB To 2x sub -buck Inswing shown 5 VERTICAL SIDE JAMB 5 To wood frame Inswing shown Zpi O n 00 a N •• Y Z 0 Z Um g 96 o`aNar7 v, 0Eiv° Z J LL J U OO Z 0 6,0 j m m ONU o x SCALE: N.T.S. Bwc. Br: JK m HK. BY: LFS 3 DRAWING NO.: K FL-75225.5-80 0 HEEf _5 OF 6 N 1 VERTICAL CROSS SECTION 6 Inswing configuration INTERIOR i EXTERIOR 16 4 VERTICAL CROSS SECTION 6 Inswing configuration EXTERIOR Vi1-1&7A INTERIOR 21 VERTICAL CROSS SECTION 6 Outswing configuration EXTERIOR a INTERIOR zo w 5 r5-' VERTICAL CROSS SECTION 6 Outs*ng configuration INTERIOR EXTERIOR 3' VERTICAL CROSS SECTION 6 EXTERIOR INTERIOR i C 1O Z U N •• aEa zmOv 9 `oaaL mdIL 7 E oi q c ( 3 C VERTICAL CROSS SECTION 6 Outswing configuration o z moo 0 CO < U SCALE: N.T.S. DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-15225.5-80 SHEET 6 OF 6 1 S(, v INSTALLATION NOTES: 1. TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. FOR INSTALLATION INTO WOOD FRAMING, USE N10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT. 6. FOR INSTALLATION THROUGH IX BUCKTO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16 INCH ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 11/41NCH MINIMUM EMBEDMENT. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90. MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI. GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE, EXCLUDING HVHZ. AAMA/N W WDA 101/1.S.2-97 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECTSHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. DOOR FRAME MATERIAL: ALUMINUM 6063-T6. 7. GLASS THICKNESS& TYPE SHALL COMPLY WITH THE REQUIREMENTS OF ASTM E13DO GLASS CHARTS. SEE SHEET 8 FOR GLAZING DETAIL. R. DESIGNATIONS "X"AND "O" STAND FOR THE FOLLOWING: X: OPERABLE PANEL O: FIXED PANEL 9. APPROVED CONFIGURATIONS: 2T- XO, OX, XX, OXO, XXO, OXX, XOX, OXXX, XXXO, OXXO, XXXX 3T- XXX, XXo, OXX, OXXX, XXXO, XXXXXX, OXXXXO BUILDER SERIES 4780 PATIO DOOR TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A INSTALLATION 4 GENERAL NOTES Z ELEVATIONS 3 ELEVATIONS 4 ANCHORLAYOUTS 5 ANCHORLAYOUTS 6 VERTICAL SECTIONS 7 VERTICAL SECTIONS 8 HORIZONTAL SECTIONS d GLAZING DETAIL 9 HORIZONTAL SECTIONS 10 HORIZONTAL SECTIONS DESIGN PRESSURE RATING MAX. PANEL SIZE DESIGN PRESSURE MI5SILEIMPACT RATING 48.50" X 95.00" 30.0 PSF NON -IMPACT Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2015.01.02 13:01:07-05'00' PLy GEM WINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MDUNT, VA 24151 PH: 540-484-6348 FX: W-484-6683 10 N mm t0 O Ulc v H UH a d' 2 LL o ¢ u wV> o a m m ¢ Z ¢m e W H Z H m H N d 40 ¢ v m W'0 a m HLUCLa a S m W o o 0 M _. W :" >fl Cfl J V7oZ`, = c¢.JZp3uv a DWG#: P&W064 SHEET: q OF q 0 0" 96.312" MAX. DOOR WIDTH 48.50" MAX. PANEL WIDTH 45.25" MAX. D.L.O. WIDTH R C b 6 95.00" MAX. PANEL P HEIGHT 10 MAX. G g L 9 147,000" MAX. DOOR WIDTH 48.50" MAX. PANEL WIDTH 45.25" MAX. D.L.O. WIDTHS PLY GEM 6 6 WINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOVNT, VA 24151 PH: 540484-6348 FX: 540-484-6683 m Un C v c o `< H n v Z amp r o= 96,0 a 96.00' H H Q' u= LL Q V D D 8 w > u m Qw m HE HEIGHT w m H H m w Z H a H LJ Q v j a m w'o P m w m a .n H 0 T ELEVATION a ELEVATION 6 EXTERIOR VIEW -2 TRACK EXTERIOR VIEW - 2 TRACK Z O Z H dH u W W i 0" z 3 96.0 K O ^ 6 D 9 LL t r75 HE I „Q< NOTE: ••• , •' i ci' • ••• SCREEN PANELS NOT SHOWN FOR '/ y * Pv.O\\\ CLARITY. t j: MAX. SCREEN PANEL HEIGHT: 94.50" w ~ m m J Z ><= uZ MAX. SCREEN PANEL WIDTH: 49.00" o o u DWG #: ELEVATION PGW064 EXTERIOR VIEW -3 TRACK SHEET: 2 OF •I O DOOR HEIGHT HEIGHT DOOR 95.00" N 10 MAX. PANEL P HEIGHT 10 9 MAX. L 0" 142.56" MAX. DOOR WIDTH 46.50" MAX. PANEL WIDTH 45.25" MAX. D.L.O. WIDTH E F 7 7 95.00" MAX. 0 10 P Q 10 PPANEL HEIGHT 10 10 MAX. 7 q L L 9OOR91.25" 9 momm SCREEN PANELS NOT SHOWN FOR CLARITY. MAX. SCREEN PANEL HEIGHT: 94.50" MAX. SCREEN PANEL WIDTH: 49.00" 96.0( D HE 96.0 D HE 192.UU MAX. DOOR WIDTH 48.50" MAX. PANEL WIDTH E F 45.25" MAX. D.L.O. WIDTH 7 78I'L C 6 6 O 10 95.00" N MAX. 10 PANEL M P K HEIGHT y 10 9 io 9 MAX. G L L H OR 91,25" 8 9q 8 GHT MAX. D.L.O. HEIGHT A- ELEVATION b EXTERIOR VIEW - 2 AND 3 TRACK 285.750" MAX. DOOR WIDTH 48.50" MAX. PANEL WIDTH 45.25" MAX. D.L.O. WIDTH Lvv O 10 95.00" O 10 N O MAX. 10 10 PANEL P P M P P HEIGHT 10 10 9 10 10 MAX. 9 L L L L OR 91.25" 9 9 9 9 GHT MAX. D.L.O. HEIGHT ELEVATION EXTERIOR VIEW -3 TRACK IN v E® PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOVNT. VA 24151 PH: 540-484-6348 FX: 540-484-6683 m V M Z O e m H Q 8 a Z a m ap H HHF K U= ao ¢ v U) w a Zmm em rzLU W H H a Z ¢ a p wa H ¢ Z a M H a PGW064 SHEET: 3 OF10 6.00" MAX. FROM CORNERS, TYP — 20.75" MAX. O.C. TYP 6.00" MAX. FROM CORNERS,TYP f 20.75" MA INSTALLATION ANCHOR, TYP 6.00" MAX. FROM CORNERS, TYP------I— 20.75" MAX. O.C. TYP ANCHOR LAYOUT 2 TRACK 6.00" MAX. FROM CORNERS, TYP F[ 19.25"MAX.O.C.TYP 6.00" MAX. FROM CORNERS,TYP f 20.75" MA INSTALLATION ANCHOR, TYP 6.00"MAX. FROM CORNERS, TYP ---I I - — 20.75" MAX. D.C. TYP ANCHOR LAYOUT 2 TRACK 6.00" MAX. FROM CORNERS, TYP 18.63" MAX. O.C. TYP 6.00" MAX. FROM TYP 7 CORNERS, I 20.75" MA INSTALLATION ANCHOR, TYP 6" MAX. FROM CORNERS, TYP------ 20.75" MAX. O.C. TYP ANCHOR LAYOUT 3 TRACK E PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 m V) t #k o 6 0 H Q p10ur HLU V W O T l m¢ V) u m Z¢ m c W LU'o Z H m LU H ¢ Z m JJ a ¢ <^ LU m W m Cp Wad WL k LL of a Q O Z n= m J VI O U V ZV) W064 4 OF10 6.00" MAX. FROM CORNERS, TYP — 18.13" MAX. O.C. TYP 6.00" MAX. FROM CORNERS,TYP F-1 20.75" MA INSTALLATION ANCHOR, TYP 6.00" MAX. FROM CORNERS, TYP 4---- 20.75" MAX. O.C. TYP ANCHOR LAYOUT 2 AND 3 TRACK 6.00" MAX. FROM CORNERS, TYP 17.10" MAX. O.C. TYP 6.00" MAX. FROM F7CORNERS,TYP I 20.75" MAX. O.C. TY i INSTALLATION ANCHOR TYP ___/ P 6.00" MAX. FROM CORNERS, TYP -- 4--I--20.75' MAX. O.C. TYP ANCHOR LAYOUT 3 TRACK 0® PLY GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT. VA 24151 PH: 540-484-6348 FX: 540- 84-6683 Q M U M V) zo opH p U) J M P C) O_ H Ct V = d p w V LL w O m W tiVSmz¢m v LIJ Z Q ¢ a Q j a m W n R m w m a p rnaM wF a m li ZU, Y= ';Ci - ou V) a. DW& #: PGW064 SHEET: 5 OF10 6.00" MAX. FROM CORNERS, TYP -- 4--I--20.75' MAX. O.C. TYP ANCHOR LAYOUT 3 TRACK 0® PLY GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT. VA 24151 PH: 540-484-6348 FX: 540- 84-6683 Q M U M V) zoopH p U) J M P C) O_ H Ct V = d p w V LL w O m W tiVSmz¢m v LIJ Z Q ¢ a Q j a m W n R m w m a p rnaM wF a m li ZU, Y= ';Ci - ou V) a. DW& #: PGW064 SHEET: 5 OF10 m li ZU, Y= ';Ci - ou V) a. DW& #: PGW064 SHEET: 5 OF10 PLY, GEM13/4" MIN. SEPARATION 3/4" MIN. EDGE DISTANCE 6` INDOWS 2 1/2" MIN. EDGE DISTANCE CAULK BETWEEN 433 N. MAIN ST,, PO PDX 559, CONCRETE/MASONRY BY OTHERS CONCRETE/MASONRY & 1X ROCKY MOUNT, VA 24151 WOOD BUCK BY OTHERS PH: 540-08 6348 FX: 540-484-6683 1X WOOD BUCK BY OTHERS o m M EXTERIOR FINISH 1 1 1/4" MIN. EMBEDMENT v o 0 # v $ z -o BY OTHERS N m Zo o J M vj3/4" MIN. EDGE DISTANCE 1 3/4" MIN. SEPARATIONUi V1 Q m 2X WOOD FRAME BY OTHERS S o < LL 1/4" MAX. SHIM w u j v m w PERIMETER CAULK SHEATHING 11/2MIN. EMBEDMENT w m w Z ¢ ° BYOTHERSBY OTHERS o o Q Q JHZ) dmW Q R EXTERIOR FINISH mCeUJ a rn 3/ 16" ITW TAPCON BY OTHERS INSTALLATION ANCHOR a EXTERIOR INTERIOR 1/4" MAX. SHIM m PERIMETERCAULKVERTICAL SECTION BY OTHERS O. A. 6J CONCRETE/MASONRY - HEAD Z UNIT 2TRACK HEIGHT O.A. #10 WOOD SCREW O z UNIT INSTALLATION ANCHOR V) 0 P HEIGHTEXTERIOR INTERIOR EXTERIOR INTERIOR u Lu VERTICAL SECTION 6 2X WOOD FRAME - HEAD 2 TRACK n O PERIMEBYER CAULK OTHERS0. SET SILL IN BED OF CAULK °. ' 1 1/4" MIN. ti OR WET CEMENT EMBEDMENT „a 3/ 16" ITW TAPCON y .• 49 INSTALLATION ANCHOR 2 1/2" MIN. 1 3/4" MIN. CONCRETE/ MASONRY EDGE DISTANCE 5—RATIONBY OTHERS VERTICAL SECTION Z Fw--o ;' z v 6 CONCRETE/MASONRY -SILL p p v z 2 TRACK DWG #: PG W064 SHEET: 6 OF10 1 3/4" MIN. SEPARATION 2 1/2" MIN. EDGE DISTANCE 3/4" MIN. EDGE DISTANCE CAULK BETWEEN CONCRETE/ MASONRY CONCRETE/ MASONRY & 1X BY OTHERS WOOD BUCK BY OTHERS 1X WOOD BUCK BY OTHERS 11/4" MIN. EXTERIOR FINISH e, EMBEDMENT BY OTHERS PERIMETER CAULK BY OTHERS 3/16" ITW TAPCON INSTALLATION ANCHOR O.A. UNIT HEIGHT 1/4" MAX. SHIM INTERIOR VERTICAL SECTION 7 CONCRETE/MASONRY- HEAD 3 TRACK 3/4" MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS 1 3/4" MIN. SEPARATION 1 1/2" MIN. EMBEDMENT 1/4" MAX. SHIM 10 WOOD SCREW -y I1 I I 1 I 11INSTALLATIONANCHOR EXTERIOR INTERIOR O.A. EXTERIOR INTERIOR UNIT HEIGHT SFS VERTICAL SECTION 7 2X WOOD FRAME- HEADTlFrm3TRACK G' a PLYWINDOWS GEM 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540A84-6348 FX: 540-484-6683 v1 M v Xk v z Hag S o amLL a ULUNLY = Lu V o m Q m H m v CYW W H n Z Z H L H ¢ Z m m uJ a rn Y a m wF 0 PERIMETER CAULK BY OTHERS SET SILL IN BED OF CAULK 1 1/4" MIN. e LL ; H 06OsmORWETCEMENT 3/16" ITW TAPCON EMBEDMENT U1 :• F INSTALLATION ANCHOR a. .'• y 2 MIN. EDGE DISTANCEANCE 1.3/4" MIN. CONCRETE/ MASONRY SEPARATION I 0 1e BY OTHERS VERTICAL SECTION r Q Z N_ m Q z 7 CONCRETE/ MASONRY -SILL U Z 3 TRACK D WG #: PGW064 SHEET: 7 OF q O CAULK BETWEEN 1X WOOD BUCK 6 CONCRETE/ MASONRY BY OTHERS 3/4" MIN. EDGE DISTANCE 1 3/4" MIN. . SEPARATION 2 1/2" MIN. a, EDGE DISTANCE IX WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM INTERIOR I 3/16" ITW TAPCON L INSTALLATION ANCHOR fSEE GLAZING DETAIL A EXTERIOR PERIMETER CAULK BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION CONCRETE/MASONRY - JAMB 2 TRACK 1 I/2" MIN. EMBEDMENT INTERIOR 1/4" MAX. SHIM —" SEE GLAZING DETAIL A 2X WOOD FRAME BY OTHERS 10 WOOD SCREW 0 PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH:540-484-6348 FX:540 84-6683 1 INSTALLATION ANCHOR m V) v#c v 1 3/4" MIN. 0 N SEPARATION w w LL W o Of tD 2 LL o Q V 3/4" MIN. EDGE W F H mo o¢ U m Q m Z Q m DISTANCE w H in a Z H a C) HQZ m W Q v a m w a a EXTERIOR W m w m a rn i M SHEATHING BY OTHERS PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS 10 O.A. UNIT WIDTH Z HORIZONTAL SECTION H z0 8 2X WOOD FRAME -JAMB H 2 TRACK LU J INTERIOR 5/8" O.A. INSULATED GLASS CONSISTING OF: `[0 * a 5/32" TEMPERED GLASS, ` !`,,.•••••••.• Y/i AIR SPACE, •• $: 5/32" TEMPERED GLASS, 0.¢q to 0.75" GLASS BITE \ — _ / / '•` y y•••* pRp` o I EXTERIOR w d m m j GLAZING DETAIL A o 3 _ _ cQ Z NOTE: o o V) GLASS THICKNESS AND TYPE DWG #: SHALL COMPLY WITH ASTM E 1300 PG W064GLASSCHARTREQUIREMENTS. SHEET: 8 OF10 1 1/4" MIN. EMBEDMENT CAULK BETWEEN 1X WOOD - SUCK A CONCRETE/ MASONRY BY OTHERS 3/4" MIM EDGE DISTANCE a., 1 3/4" MIN. SEPARATION TYP. T MIN. EDGE DISTANCE 1X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS 1/4" MAX. SHIM INTERIOR 3/16" ITW TAPCON INSTALLATION ANCHOR EXTERIOR PERIMETER CAULK BY OTHERS O.A. UNIT WIDTH - HORIZONTAL SECTION 9 CONCRETE/MASONRY-JAMB 3 TRACK INTERIOR a EXTERIOR C) HORIZONTAL SECTION 9 INTERLOCK 1/4" MAX. SHIM INTERIOR 10 WOOD SCREW INSTALLATION ANCHOR 1 1/2" MIN. EMBEDMENT 2X WOOD FRAME BY OTHERS 1 3/4" MIN. SEPARATION TYP. 3/4" MI . EDGE DISTANCE EXTERIOR i SHEATHING BY OTHERS PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS O.A. UNIT WIDTH HORIZONTAL SECTION 9 2X WOOD FRAME -JAMB 3 TRACK INTERIOR EXTERIOR HORIZONTAL SECTION 9J BUTTSTILE pe®r", WINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: W-484-6683 M 7k V 0 Nz z T. Z oT. mo udm U w H O• U2 i W Z T m ZHm p W H O W m H¢ Z n li"J a 1 Co aL a d d mIW- 0 C) H z O Hw " LU ty W 4 1L F U) I- at v Z U, Y = Z a DWG #: PGW064 SHEET: 9 OF10 PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 INTERIOR INTERIOR PH: 540-484634E FX: 540184-6683 Q M Elkb o z CoO Z oH M r, N VLU U LU Z lb m ¢ j; w m EXTERIOR EXTERIOR w N 0 CD annZma N HORIZONTAL SECTION O HORIZONTAL SECTION a m w o a l1w BUTT STILE W/ SCREEN ADAPTER SCREEN BUTT STILE wI- 0 Tm v O H zo V INTERIOR U w w a a o O Q-a! EXTERIOR HORIZONTAL SECTION n INTERLOCK W/ SCREEN INTERLOCK ci m ZU, 3 U ZVO^ DWG #: PGW064 SHEET:10 OF' 0 9i"74.3 1. SHORT PANEL NON -IMPACT RESISTANT GLAZING OPTION - SEE U-BAR NOTE ON SHEET 090" MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED 2 FOR U-BAR INSTALLATION TOGETHER KITH A MINIMUM OF (6) #'8x1' SCREWS INSTALLED IN 13 GA HORIZ ANGLE TOP OR INTERMEDIATE SECTION (KITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. GLAZING SHALL HAVE A MAXIMUM HEIGHT 13 GA FLAG ANGLE OF 13.75" AND A MAXIMUM LENGTH OF 16.75". GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR KIND -BORNE DEBRIS REGIONS. 16 GA MIN HORIZ j TRACK 2. LONG PANEL NON -IMPACT RESISTANT GLAZING OPTION - 5/16z1-5/8' SHEET 090" MINIMUM SS8 GLAZING IN MOLDED FRAMES GLUED WITH LAG SCREWSA1/8" BEAD OF BOSTIK 11DO OR EQUIVALENT UNDER THE MIN 3 ASOUTERFRAMEANDSCREWEDTOGETHERWITHAMINIMUMOF 10) }8x1" SCREWS INSTALLED IN TOP OR INTERMEDIATE SHOWN) 18 GA OPERATOR STILE FACTORY / SECTION KITH OR WITHOUT DECORATIVE INSERTS MEETSSTATIC i6 GA MIN ADHERED TO CENTER OF TOP SECTION) UNIFORM DESIGN PRESSURES SHOWN ON THISDRAWING. TRACK 20 GA END CAP GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 13.75" AND A MAXIMUM LENGTH OF 39". GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WIND-BORNE 5/16x1-5/8" LAG - DEBRIS REGIONS GLAZED SECTION REQUIRES 18 GA J-STRUT SCREW AT EACH SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR JAMB BRACKET SHEET STILE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL ( 1) 1/4-14x7/8" SELF DRIWNG CRIMPTITE SCREW TO 1/4-20x9/16" TRACK ATTACH THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR BOLT AND 1/4-20 HEX STILEATTHECENTERLINEOFTHEDOORPERDETAILFONNUTATEACHJBJAMBSHEET2. BRACKET LOCATION 3. IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT C GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION ( WITH OR WITHOUT DECORATIVE INSERTS). GLAZING SHEET SHALL BE 1/4' MAKROLON-AR POLYCARBONATE OR EQUAL. TIP GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 15.21" AND A MAXIMUM LENGTH OF 50.08". GLAZING IS IMPACT RESISTANT AND DOES MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. SEE DETAIL E ON SHEET 2 FOR ASSEMBLY DETAILS. GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS ATTACHED TO U-BAR ON UPPER INTEGRAL RIB (SEE DETAIL G 15 GA STIFFENE SHEET 2). 18 GA J-STRUT SCREWED TO LOWER INTEGRAL RIB JAMB BRACKETS OF SECTION AND OPERATOR STILE TO BE FACTORY INSTALLED. SEE SCHELDULE FOR INSTALLER SHALL FIELD INSTALL (1) 1/4-14x7/8" SELF OUANITY, LOCATION, DRIWNG CRIMPTITE SCREW TO ATTACH THE J-STRUT TO THE AND TYPE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERUNE OF THE DOOR PER DETAIL F ON SHEET 2. KEY LOCK OR SLIDE LOCK 4. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6" O.C. BOTH ENDS (NOT MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM REQUIRED WITH OPERATOR 7/ 16" TO MEET NEGATIVE PRESSURES. SEE NOTE 5). SLIDE 5. KEY LOCK, SUDE LOCKS, OR OPERATOR REQUIRED. LOCK SHOWN FOR CLARITY 6. SECTION SHALL BE CONSTRUCTED. WITH FOAMED IN PLACE NOTE: (4) SECTION SOLID POLYURETHANE FOAM INSULATION CHEMICALLY BONDED TO 30 DOOR SHOWN. SEE SHEET GA MINIMUM FACER STEEL AND A POLYLAMINATE BACKER. 2 FOR U-BAR LOCATIONS END CAP TO HAVE A MINIMUM 1.1" DEPTH. ON DOORS WITH OTHER SECTION OUANTITIES AND 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SEE NOTES 1, 2, AND 3 SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF ON THIS SHEET FOR RECORD FOR THE BUILDING OR STRUCTURE AND IN GLAZING OPTIONS. ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 8. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. 9. LOUVER OPTION - .040" MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) #8x1' SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS LOUVERED SECTION REQUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERLINE OF THE DOOR. JOHN E. SCATES. PE 3121 FAR ATE DR. CARROLLTON, TX 75OD7 FL PE 51737 TX PE 56308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF NNDLOAD CONSTRUCTION DETAILS. rD SHEET NOTE, ( 5) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS GREATER THAN 12'- 0". (3) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO 12' 0". JAMB BRACKET SCHEDULE DOOR HEIGHTNO. OF SECTIONSNO. OF M BRACKETS EACH JAMB) TRACK HYPE LOCATION 0 C N RUN 0 JAM BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL. DIMENSIONS + 2") 7'- 0' 4 6 01 JB), 13 (QI), 25-1/2" (JB), 34 (JB), 45-1/4" (01). 63" (JB) 7'- 0" 4 6 FAT JB). 10" (JB), 21-3/4" (JB), 29-3/4" (JB), 42" (JB), 63-1/4" (JB) B'- 0" 5 B 01 JB), 13(01). 23' (JB), 34" (JB), 47-1 4" (01), 58" JB), 67" (01 , 75" (JB) 870' 5 8 8'- O" IGH LIFT OOF PITCH FAT JB), 10" (JB), 21-3/4" (JB), 29-3/4" (JB), 48" (JB), 57-1/4' (JB). 66" (JB), 75-1/2" (JB) SEE NOTE BELOW JB) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16' TRACK BOLT AND NUT. 01) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITONAL HARDWARE NEEDED TOATTACHTOTRACK. ALL DOORS WITH HIGH LIFT, ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENTTRACKCHARTFORDETAILS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR DOOR HEIGHT UNIFORM LOAD EACH JAMB (PLF) WIDTH 15'- 0" ALL 207.2/-230.4 14'- 0" ALL 181.3/-201.6 12'- 0" ALL 155.4/-172.8 10'- 0" ALL 1 +129.5/-144.0 Wayne® mm alt®n DIVISION OF OVERHEAD DOOR Ci 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 REVISIONS P4 CHANGES TO GENERAL I FORMAT AND CHANGED U-BAR FASTENER TYPE AT END CAPS AND BOTTOM RETAINER, CHANGED CENTER HINGE GAUGE AND ADDED LOUVER OPTION. CHANGED STRUT IDENTIFICATION METHOD FROM COLORED PAINT TO STAMPED NUMBER. CRT 3/8/O6 P5 ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND CLARIFIED NUMBER OF FASTENERS AND CENTER HINGES REQUIRED FOR NARROWER DOOR WIDTHS. PRB 5/ 10/06 6 ADDED IMPACT RESISTANCE TO DOOR. ADDED MODEL 6100. MODIFIED NOTE 8 TO STATE THAT LOUVERS ARE NOT IMPACT i RESISTANT. iGRT 6/ 6/07 P7 MODIFIED JAMB BRACKET SCHEDULE FOR FAT OPTION. ADDED LHR TRACK DETAIL SHEET 2. GRT 4/17/08 P8 ADDED IMPACT RESISTANT GLAZING. ADDED : TEXAS LICENSE NUMBER TO TITLE BLOCK. CHANGED LOUVER NOTE. INCREASED MAX HEIGHT TO 8'-9". ADDED HIGH LIFT AND ROOF PITCH TRACK NOTE. GRT 7/22/08 P9 UPDATED TITLE BLOCK GRT 8/26/10 P10 ADDED LONG PANEL GLAZING OPTION GRT 3/15/11 STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A DESIGN ( PSF): +25.90/-28.80 MAX WIDTH: 16'-0" DATE NAME TEST ( PSF): +38.85/-43.20 MAX HEIGHT: 8'-9" DRAWN 3/8/06 GRT IMPACT/ CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21" CHECKED 4/6/06 1 MRB MODELS 5120/6100/9100 SHEET 1 OF. 2 DRAWING PART NO. REV. WINDLOAD SPECIFICATION OPTION CODE 0230 318960 P10 13 GA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 GA ADJUSTABLEFIXTUREATTACHEDTOWITHTHE (8) PRE -PUNCHED TOP FIXTUREPRE -PUNCHED HOLES / HOLES EACH END FACING UPWARD - IN BOTTOM OF U-BAR AND ATTACH THRU END CAP AT WITH (2) 1/4-14z5/8' EACH END WITH (2) 1/4-14x7/8' CRIMPTITE SCREWS SELF DRILLING CRIMPTITE SCREWS I FOR STANDARD TRACK AND (3) p 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH ARE USED TO ATTACHED THE TOP DETAIL A BRACKET AS SHOWN). LOW HEADROOM TRACK DETAIL A 13 GA ROLLER SLIDE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U-BAR PLACE U-BAR OVER INTEGRAL RIB WITH WITH (2) 1/4-14x5/8" CRIMPTITE SCREWS. THE (8) PRE -PUNCHED HOLES EACH END USE VIEWING HOLE IN SLIDE TO ENSURE FACING UPWARD AND ATTACH THRU END PROPER ALIGNMENT OF ROLLERS CAP AT EACH END WITH (2) 1/4-140/8' SELF DRILLING CRIMPTITE SCREWS 15 GA HINGE ATTACHED / EXCEPTION: U-BAR PLACED OVER TOP WITH (4) 1/4-14x5/8" / RIB ON THE BOTTOM SECTION SHALL ONLY CRIMPTITE SCREWS (2 OF BE ATTACHED THRU END CAP AT EACH WHICH ARE FACTORY END WITH (1) 1/4-14x7/8" SELF DRILLING ATTACHED) CRIMPTITE SCREW LOCATED ON THE BOTTOM FLANGE OF THE U-BAR NOTE' DUE TO CLEARANCES REQUIRED TO 2" NYLON STORMGARD INSTALL SCREWS AT THE ENDS OF THE ROLLER WITH 0- U-BARS, ALL U-BARS SHALL BE 4-1/2" STEM INSTALLED ON SECTIONS PRIOR TO DETAIL B INSTALLING ROLLER SLIDES AND TOP FIXTURE ON THE U-BARS. SEE ATTACHMENT NOTES ON THIS SHEET. 18 GA HINGE ATTACHED PLACE U-BAR OVER WITH (6) 1/4-20x5/8" INTEGRAL RIB AND ATTACH CRIMPTITE SCREWS (2 OF WITH (2) 1/4-20x5/8' WHICH ARE FACTORY CRIMPTITE SCREWS THRU ATTACHED, 3 OF WHICH PRE -PUNCHED HOLES AT ARE FIELD INSTALLED INTO EACH INTERMEDIATE HINGE TOP LEAF, AND 1 OF LOCATION (1 THRU FLANGE WHICH IS FIELD INSTALLED OF U-BAR AND BOTTOM THRU PRE -PUNCHED HOLE HINGE LEAF AND 1 THRU IN U-BAR) WEB OF U-BAR AND INTEGRAL RIB OF SECTION) DETAIL C 12 GA BOTTOM BRACKET FACTORY ATTACHED WITH 3) 1/4-14x5/8" / PLACE U-BAR OVER INTEGRAL RIB WITH CRIMPTITE SCREWS NOTCH BOTTOMTATTBRACKETANDDWNCHRTHRUEND CAP AT EACH END WITH (1) 1/4-140/8" SELF DRILLING CRIMPTITE SCREW AS FOR IMPACT RESISTANCE, SHOWN AND USE (1) 1/4-140/8" SELF BOTTOM BRACKET MUST BE DRILLING CRIMPTITE SCREW ACROSS THE SCREWED TO THE BOTTOM -- BOTTOM OF THE BOTTOM U-BAR AT U-BAR WITH EACH PRE -PUNCHED HOLE AT EVERY 2) 1/4-14x7/8" SELF DETAIL D HINGE LOCATION. USE (1) 1/4-20x5/8" DRIWNG CRIMPTITE SCREWS. CRIMPTITE SCREW AT ALL OTHER SEE IMPACT BOTTOM BRACKET PRE -PUNCHED HOLE LOCATIONS DETAIL THIS SHEET. JOHN E. SCATES. PE 3121 FAIRGATE DR. CARROLLTON, TX 75OD7 FL PE 51737 TX PE 56308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINOLOAD CONSTRUCTION DETAILS. 8x3/4' MIN STAINLESS SCREWS WITH STAINLESS - BACKED RUBBER WASHERS 3-1/2" O.C. MAX 1/8- BEAD GEULTRAGLACSS04000I 1 SG4000AC STRUCTURALSEALANT OR EQUIVALENT FACER STEEL , NON- STRUCTURAL \ DECORATIVE INNER WINDOW TRIM - - DETAIL E USED ONLY ON IMPACT - GLAZED SECTION - 11 GA REINFORCEMENT , BRACKET ATTACHED W1TH ( 4) 1/4-14x7/8" SELF DRILLING ' CRIMPTITE SCREWS (2 THROUGH BOTH BRACKET AND U-BAR) DETAIL G 1) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREW AT CENTER LINE OF DOOR THRU J- STRUT & OPERATOR BRACKET. NOTE;_ J-STRUT & SCREW ONLY REQUIRED ON LONG PANEL AND IMPACT GLAZED SECTIONS. SEE NOTE 2 SHEET 1 ATTACH BOTTOM BRACKET _ TO BOTTOM U-BAR WITH (2) ( 1/ 4-14z7/8' SEIF DRIWNG CRIMPTITE SOREWS_ k0l_ IMPACT BOTTOM BRACKET 5) SECTION DOORS WITH ( 6) 3", 18 GA, 80 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN - 4) SECTION DOORS WITH ( 5) 3', 18 GA, 80 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN - DETAIL F U- BAR ATTACHMENT NOTES 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE -PUNCHED HOLES WITH (2) 1/4-14x5/8" CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/ 4-14x7/8" SELF DRILLING CRIMPTITE SCREWS AT EACH END CAP ( EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL B AND D THIS SHEET), (2) 1/4-14x5/8' CRIMPTITE SCREWS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1/4-14x5/8" CRIMPTITE SCREW APPROXIMATELY 8" FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12'-0-, THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U- BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (18) SCREWS EACH. FOR DOOR WIDTHS LESS THAN OR EQUAL TO 12'- 0", THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION NON- STRUCTURAL DECORATIVE SHALL HAVE A TOTAL OF (14) SCREWS EACH. OUTER WINDOW TRIM 2, NTH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES IN 1 / 4" POLYCARBONATE THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER SUDES AND THE (6) PRE -PUNCHED HOLES IN THE BOTTOM OF EACH END USED FOR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING. ALL PRE -PUNCHED HOLES IN ALL U-BARS SHALL BE ATTACHED TO THE DOOR WITH 1/4-14x5/8" CRIMPTITE SCREWS. 3. 18 GA U-BARS SHALL BE STAMPED '46' APPROXIMATELY 8" FROM EACH END. W ' 9gne ii 11I1®®MM alt® n WiSTATIC PRESSURE RATINGS APPROVED SIZES S( DESIGN ( PSF): +25.9D/-28.80 MAX WIDTH: 16'-0" TEST ( PSF): +38-85/-43-20 MAX HEIGHT: 8'-9" DF IMPACT/ CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21" CF MODELS 5120/6100/9100 A DIVISION OF OVERHEAD DOOR CORP 3395 ADDISON DRIVE PENSACOLA, FLORIDA^32514 1- 1 WINDLOAD SPECIFICATION OPTION CODE 0230 REVISIONS P4 CHANGES TO GENERAL FORMAT AND CHANGED U- BAR FASTENER TYPE AT END CAPS AND BOTTOM RETAINER. CHANGED CENTER HINGE GAUGE AND ADDED LOUVER OPTION. CHANGED STRUT IDENTIFICATION METHOD FROM COLORED PAINT TO STAMPED NUMBER. GRT 3/8/O6 P5 ADDED SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND CLARIFIED NUMBER OF FASTENERS AND CENTER HINGES REQUIRED FOR NARROWER DOOR WIDTHS, MRB 5/10/06 P6 ADDED IMPACT RESISTANCE TO DOOR. ADDED MODEL 6100. MODIFIED NOTE 8 TO STATE THAT LOUVERS ARE NOT IMPACT RESISTANT. GRT 6/6/07 P7 MODIFIED JAMB BRACKET SCHEDULE FOR FAT OPTION. ADDED LHR TRACK DETAIL SHEET 2. GRT 4/17/08 P8 ADDED IMPACT RESISTANT GLAZING. ADDED TEXAS LICENSE NUMBER TO TITLE BLOCK. CHANGED LOUVER NOTE. INCREASED MAX HEIGHT TO 8'-9". ADDED HIGH LIFT AND ROOF PITCH TRACK NOTE. GRT 7/22/08 P9 UPDATED TITLE BLOCK GRT 8/26/10 P10 ADDED LONG PANEL GLAZING OPTION GRT 3/15/11 N. T.S. SIZE: A DATE NAME I I 5/8/UB I GRT ED 4/6/06 MRB SHEET 2 OF 2 DRAWING PART NO- I REV. 318960 IP10 0 SPLICE PLATE LOCATION e SEE SCHEDULE 14" MAX 12" MAX 12" MAX I I 12" MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. JOHN E. SCATES. PE 3121 FAIRGATE DR. CARROLLTON, TX 75007 FL PE 51737 TX PE 56308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE TRACK 13 GA MIS CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1 /4" X 7/16 SEMI TUBULAR RIVITS - 11 GA MIN CLIP SEE SCHEDULE- RSW 13 GA MIN CONTINUOUS WALL ANGLE N TRACK 3) 1/4"-20 TRACK DR CARRIAGE BOLT KITH 1/4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK 1) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART MAX DOOR WDTH MAX PSF 9'-0" 460 PSF -52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF 16'-0" 46.0 PSF/-52.0 PSF ane® TRACK SUPPLEMENT CHART 3395 ADDISON DRIVE PEN( 850) A47FLRIDA 40989D 32514 REVISIONS P2 2 INCH TRACK -CLIPS -TEXAS WALL ANGLE 12 FOOT UPDATED BPJ 6/11/03 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO 46.00/-52.00 PSF FOR ALL DOOR WIDh15. CHANGED "TEXAS WALL ANGLE" TO "CONTINUOUS WALL ANGLE'. ADDED SUBSTRATE MOUNTING DETAIL, CHANGED TO TITLN HD ANCHORS GRT 4/2/07 P4 CHANGED FORMAT, ADDED MODELS 9800 AND 8024 WITH OVERLAY ITO TRACK CUP SCHEDULE. GRT 8/21/07 P5 UPDATED MODELS LISTED IN CHARTS. UPDATED SPLICE & CUP SCHEDULES. DLP 9/O6/07 P6 UPDATE MOUNTING DETAIL DRAWINGS. GRT 10/05/07 P7 UPDATED CHARTS TO ELIMINATE THE USE DF THE #B CUP (REPLACED WITH #9 ACROSS THE BOARD). DLP 1D/24/07 P8 UPDATED STEEL MOUNTING DETAIL MRB 04/11/06 P9 EXPANDED 1-1/2" TO 1-3/8" DOOR THICKNESS CHART UP TO 14' HIGH. GRT 12/11/08 P10 UPDATED TITLE BLOCK GRT 6/2/10 DATE DRAWN 6 21/07 GRT CHECKED 8/21/07 MIRE 1 OF 2 DRAWING PART NO. REV. 307494 P10 2 3/4" f1" EDGE DIST 5/16" x 1-5/8" LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO2 MIN 3/16" THICK STEEL FOR MOUN WALL ANGLE E60XX MIN. 11 88 22 244 SPF (G=0.42) OR _,,FP---` TRACK CLIP BETTER AT EACH 1/4-2Ox9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT t_,'l MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED T a a a: d o a. a A ce •ad ,Qa .° , CONCRETE MOUNTING DETAIL JOHN E. SCATES, PE 3121 FAIRGATE DR. CARROLLTON, TX 75OD7 FL PE 51737 TX PE 56306/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. 0 SUPPORTI NG STEEL WITH MIN. (1) 1/4-20x7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( 3/ 8" SIMPSON TITEN HD, 2- 3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 / 4-20x9/16" TRACK BOLT AND 1/ 4-20 HEX NUT TRACK CLIP CONCRETE MOUNTING DETAIL JOHN E. SCATES, PE 3121 FAIRGATE DR. CARROLLTON, TX 75OD7 FL PE 51737 TX PE 56306/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. 0 SUPPORTI NG STEEL WITH MIN. ( 1) 1/4-20x7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( 3/8" SIMPSON TITEN HD, 2-3/ 4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4- 20x9/16" TRACK BOLT AND 1/4- 20 HEX NUT TRACK CLIP CLIP AND SPLICE PLATE SCHEDULE MODELS 8024 8124 WITH DECATRIM OVERLAY (2-1/2" THICK HEIGHT CLIP S FROM BOTTOM TO TOP SPLICEPLATE # 7'-0" 7, 9, 9, 9, 9, 11 16 8'-0" 7, 9, 9, 9, 9, 11, 11 16 9'-0" 7, 9, 9, 9, 9, 11, 11, 11 18 10'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13 18 11'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13 20 12'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13 20 13'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 14'-0" 1 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 MODELS 5200 8000 8024 8100 8124 8500 2" THICK DOOR HEIGHT CLIP #' S FROM BOTTOM TO TOP SPLICE PLATE # 7'- 0" 5, 6, 6, 7, 7, 9 12 8'-0" 5, 6, 6, 7, 7, 9, 9 12 9'-0" 5, 6, 6, 7, 7, 9, 9, 9 14 10'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11 14 11'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 16 12'-O" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11 16 13'- 0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13 18 14'-0" 1 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13, 13 18 MODELS 6100 8300 8700 1-3 A8" TO 1-5/8" THICK HEIGHT CLIP #' S FROM BOTTOM TO TOP SPLICE PLATE # 7'- 0" 4, 4, 4, 4, 5, 6 8 8'-0" 4, 4, 4, 4, 5, 6, 6 8 9'-0" 4, 4, 4, 4, 5, 6, 6, 7 8 10'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7 8 11'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9 10 12'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9 10 13'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9 12 14'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9, 9 12 MODELS 9100 9400 9600 9700 9800 1" THICK DOORHEIGH CLIP #' S FROM BOTTOM TO TOP SLICSPA EE # 7'-0" 4, 4, 4, 4, 4, 4 6 8'-0" 4, 4, 4, 4, 4, 4, 4 6 9'-0" 4, 4, 4, 4, 4, 4, 4, 4 6 10'-0" 1 4, 4, 4, 4, 4, 4, 4, 4, 4 6 Wagner Walton 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART PEN(850)A4740989D 32514 DRAWN REVISIONS 2 2 INCH RACK -CLIPS - TEXAS lALL ANGLE 12 FOOT IPDATED IPJ 6/ 11/03 3 UPDATED FORMAT. 4CREASED ALLOWABLE RESSURES TO 46.00/- 52.00 PSF FOR ALL DOOR WIDTHS. HANGED "TEXAS WALL ANGLE" TO " CONTINUOUS ALL ANGLE". ADDED SUBSTRATE MOUNTING IETAIL. CHANGED TO 1TEN HD ANCHORS RT 4/ 2/07 4 CHANGED FORMAT. DDED MODELS 9800 ND 8024 WITH OVERLAY 0 TRACK CUP CHEDULE. IRT 8/ 21/07 5 UPDATED MODELS ISTED IN CHARTS. IPDATED SPLICE & CUP SCHEDULES. ALP 9/ 05/07 6 UPDATE MOUNTING DETAIL DRAWINGS. ART 10/ 05/07 7 UPDATED CHARTS TO LIMINATE THE USE OF HE #8 CLIP (REPLACED ATH #9 ACROSS THE CARD). LP 1D/ 24/07 8 UPDATED STEEL IOUNTING DETAIL IRB 04/ 11/08 9 EXPANDED 1-1/2" TO 3/8" DOOR THICKNESS HART UP TO 14' HIGH. RT 12/ 11/08 10 ADDED MODEL 8700. PDATED TITLE BLOCK RT 6/ 2/10 DATE SHEET 2 OF 2 DRAWING PART NO- REV. 307494 P10 A Division of Overhead Door Corporation Nip. rilmn- This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. P/N 324620 Rev. P16 SCHEDULEI 5/16" DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FT NOTES 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 22 240 24 24 20 260 24 22 19 280 24 20 17 300 24 19 16 320 22 18 15 340 21 16 14 360 20 16 13 380 19 15 13 400 18 14 12 420 17 13 11 440 16 13 11 460 15 12 10 480 15 12 10 500 14 11 10 520 14 11 9 540 13 10 9 560 13 10 8 580 12 9 8 600 12 9 8 620 11 9 8 640 11 9 7 660 11 8 7 680 10 8 7 700 10 8 7 720 10 8 6 740 9 7 6 760 9 7 6 780 9 7 6 800 9 7 6 No.51737 0 ; STATE OF `41 III11 1. BASED ON 5/16" DIAMETER LAG SCREWS WITH 1-1/2" O.D. WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. MINIMUM EDGE DISTANCE SHALL BE 1/2", MINIMUM FASTENER SPACING SHALL BE 1-1/2", AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD B18.2.1. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:56:33-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB (LB/FT)"oTE 3 100 24 24 19 120 24 20 16 140 21 17 14 160 18 15 12 180 16 13 10 200 15 12 9 220 13 11 8 240 12 10 8 260 11 9 7 280 10 8 7 300 10 8 6 320 9 7 6 340 8 7 n/a 360 8 6 n/a 380 7 6 n/a 400 7 6 n/a 420 7 n/a n/a 440 6 n/a n/a 460 6 n/a n/a 480 6 n/a n/a 500 6 n/a n/a 520 n/a n/a n/a 540 n/a n/a n/a 560 n/a n/a n/a 580 n/a n/a n/a 600 n/a n/a n/a 620 n/a n/a n/a 640 n/a n/a n/a 660 n/a n/a n/a 680 n/a n/a n/a 700 n/a n/a n/a 720 n/a n/a n/a 740 n/a n/a n/a 760 n/a n/a n/a 780 n/a n/a n/a 800 n/a n/a n/a E. se4,1, Nz i • No. 51737 0 ; STATE OF ; 4- fm • 1. BASED ON 16d COMMON WIRE NAILS (0.162"x3-1/2") OR 16d THREADED HARDENED -STEEL NAILS (0.148"x3-1/2") WITH A MINIMUM PENETRATION OF 2" INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT'A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 2401b/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:56:58-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE3 3/8" 0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB (LB/FT)NOTES 2000 PSI CONCRETE 2500 PSI CONCRETE 3000 PSI CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 20 24 540 15 19 23 560 14 18 22 580 14 18 21 600 13 17 20 620 13 16 20 640 13 16 19 660 12 15 19 680 12 15 18 700 11 14 17 720 11 14 17 740 11 14 16 760 11 13 16 780 10 13 16 800 10 1 13 15 00 M 1111 r. No. 51737 STATE OF ;•r SIONA 1 0 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3" AND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 2401b/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:57:27-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDULE4 3/8" 0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/FT Norea 2500 PSI CONCRETE Noll I 4000 PSI CONCRETE NOTE I 2000 PSI GROUT FILLED CMUNOT62 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 16 280 24 24 16 300 24 24 16 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 8 400 24 24 8 420 24 24 8 440 24 24 8 460 24 24 8 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 23 24 8 580 22 24 8 600 21 23 8 620 21 22 8 640 20 22 8 660 19 21 8 680 19 20 8 700 18 20 8 720 18 19 8 740 17 19 N/A 760 17 18 N/A 780 16 18 N/A 800 16 17 N/A CAr p i No. 51737 0 STATE OF Oit1Q(j2` 1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/411. 2. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4", A MINIMUM EDGE DISTANCE OF 4", AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 2401b/ft 5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:58:01-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE5 3/8" 0 HILTI KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/FTNOTE4 2500 PSI CONCRETE NOTE I 4000 PSI CONCRETE NOTE 1 2000 PSI GROUT FILLEDCMUNOTE2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 16 400 24 24 16 420 24 24 16 440 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 24 24 8 580 24 24 8 600 23 23 8 620 22 22 8 640 22 22 8 660 21 21 8 680 20 20 8 700 20 20 8 720 19 19 8 740 19 19 8 760 18 18 8 780 18 18 8 800 17 17 8 i No. 51737 0 STATE OF . W 1. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 3". 2. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 4". ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 5. CHART IS BASED ON 6-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. a Date: 2015.02.20 09:58:27-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Fl- PE 51737 TX PE 56308/F2203 Revision P16 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 850) 474-9890 No. 51737 0 STATE OF p . 6/ WRO 1' I' Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:53-06'00' JOHN E. SCATES, PE 3121 FAIR ATE DR. CARROLLTON, TX 75007 FL PE 51737 TX PE 56308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. 6" MAX. FASTENERS PER SCHEDULES 1 THRU 4 MINIMUM 2x4 STRUCTURAL GRADE LUMBER FOR MAXIMUM ATTACHMENT TO SPACING WOOD SUBSTRATE OR MINIMUM 2x6 FOR ATTACHEMENT TO CONCRETE AND GROUT FILLED CMU, TYP. SEE DETAILS 1, 2, AND 3 REQUIRED FOR VERTICAL POST REINFORCING SYSTEMS. DOOR HEIGHT 6" MAX. J DOOR WIDTH MINIMUM 2x6 #3 CL HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 4" 4" 2-3/4" 2) 3/8" SIMPSON TITEN HD SCREW ANCHOR WITH A 1 1/4" WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". DETAIL i MINIMUM 2500 PSI CONCRETE NOTE MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS. MINIMUM 2x6 #3 CL HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 4" 4) 3/8" SIMPSON TITEN HD SCREW ANCHOR WITH A 1-1/4" WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 4". D TAII 2 MINIMUM 2000 PSI GROUT FILLED CMU NOTE, MAXIMUM DESIGN LOAD CAPACITY OF 2400 LBS. REVISIONS MINIMUM 2x6 #3 CL HEADER LOCK SOUTHERN PINE BRACKET LUMBER. J 1_1/2„ 4) 37 WITH 1 LAG S MINIML 1-9/3 SUPPC DETAIL 3 WOOD SUPPORT STRI NOTE, MAXIMUM DESI CAPACITY OF 2430 L SHEET 1 OF 2 CHECKED DRAWING PART N0. REV. JAMB CONNECTION SUPPLEMENT 324620 1 P16 91d OZ9tZc 1N3W31ddnS N01133NN03 BWdf Ala I 'ON idVd ONIMVaO 1(33>103HOI Z j0 Z 133H5 3WVN 1 31V0 I I NOtla1 OZ—b/L NV 1108 XOtlal 9L/6XDZ—b/L 13XOtl88 BWVf 13NOtlaB BWtlf HOV3 a0j (.t/t ) OnLSIV[—.NCLLVOOI 0 aN30 NI 038W3 .Z£/6—L HLVA M380S OV1 .91/9 NOla3LX3 3anLOnaLS 3H1 80A ON0038 j0 1VN01SS3j0ad 3HL j0 A111181SNOdS38 310S 3H1 38 11VHS 38nLonaLS ONLLHOddns 30 NOIS30 3anLOna1S 3HL AO OV01 NOIS30 3H1 0330X3 AYN 0V01 a3N3lSVj 318VMOTIV XVW = OnLS 11tlM a3LL39 a0 (Z4'0=0) AdS 4 X Z NIW SNOISIA3a NOtla1 inN X3H OZ—b/L 0NV 1109 XOVa1 9L/6XOZ—b/l 13N0Vd8 BWVf NOLLVO01 13NOV88 eNvr N33M138 .9 NIW '038W3 NIW .b/£—Z 0H N31LL NOSdWIS .9/£ 3MLonas 3H1 a0j aaoo3a jo 1tlNolSS3ss3joad 3H1 30 03 NIW30Z j0 A111I81SNWS3a 310S 3H1 38 nVHS 3HMOnas ONL1aOddnS j0 NOIS30 '3an10na1S 3HL j0 OVol NOIS30 3HL 0330X3 AtlW 0tl01 a3N31SVA 318VMO-nV XVW --MYR 313HONOO ISd 009Z NIW S11V130 NOLL3n llSNO0 OVOIGNN1 30 NOUVOIdIa3A 903 AINO 03OlAOad IV3S S.933NION3 1VN01SS3d09d OZZJ/90£9S 3d X1 L£LLS 3d l3 L0094 XL 'NO1TION8VO 80 31V091tld LZ L£ 3d 'S3LVOS '3 NHOf 00.90- 9Z:6S:60 OZ'ZO'S LOZ :area 3'd 'sa}eaS •3 ugor Aq pau6is Alle3l614 0686—bLV (098) bLSZE V018MA 'V10OVSN3d 3A180 NOSIOOV 96£'£ A I sr Cde INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 15 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 3116 INCH ITWTAPCON PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM EMBEDMENT. 5. FLANGE INSTALLATION: FOR INSTALLATION THROUGH STEELSTUD USE ONE (1) #10 SELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. 6. FIN INSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE (1) #8 SELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIM ITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A.CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. B. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). C. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 33 MILS. (20 GUAGE) PLY GEM WINDOWS 471214812 SINGLE -HUNG (NON -IMPACT) GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/1.S.2/A440-05 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECTTHIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: ALUMINUM 6063-TS 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 5 FOR GLAZING DETAILS, B. DESIGNATIONS 'X"AND "0"STAND FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A GENERAL & INSTALLATION NOTES 2 ELEVATIONS & ANCHOR LAYOUTS 3 4712FL VERTICAL& HORIZONTAL SECTIONS 4 4712F VERTICAL & HORIZONTAL SECTIONS 5 4812F VERTICAL & HORIZONTAL SECTIONS PRODUCT OVERALLSIZE DP RATING PSF) MISSILE IMPACT RATINGWIDTHHEIGHT 4712FL 48" 83.93" 50/-70 NOT RATED 4712FL 53" 72" 50/-60 NOT RATED 4712F S3" 72" 50/-60 NOT RATED 4712F 48" 83.93" 50/-60 NOT RATED 4812F 48" 84" 50/-60 NOT RATED 4812F 48" i 96" 30/-30 NOT RATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.10 10:48:44-04'00' 0® PLy GEM WINDOWS 433 N. MAIN ST., PO 90X 111. ROCKY MOUNT, VA 24151 PH: 54"84-6348 FX: 540-484-6683 m in PutZo W zZ m J aZ O OOC V 3 x W¢ m¢ W m m Z m H HpZi¢i rn Z 63 0 v m a LU m 2 M WN P+ oa o LL- O rnT lU .-. C0 CO W F-M ZID z m 3. = 2 v Z cc;v w a DWG #: PGW029 SHEET: q OF 5 UNIT MAX. WIDTH 53.00" D.L.O MAX. WIDTH 49.44" B F 3 4 D 3 „ 0.. UNIT MAX. HEIGHT 72.00" H 4 L =`=l A E 3 4 SASH MAX. WIDTH 51.25" ELEVATION D.L.O MAX. WIDTH 44.31" D.L.O. MAX. F iHEIGHT 33.25" UNIT MAX. HEIGHT 96.00" SASH MAX. HEIGHT 36..31" L SEE ANCHOR SEE ANCHOR SCHEDULE SCHEDULE ANCHOR LAYOUT SEE ANCHOR SCHEDULE SCHEDULES SEE ANCHOR SCHEDULE UNIT MAX. WIDTH 48.00" 5 B F 3 4 D.L.O. MAX. 0„ HEIGHT 45.56" SASH MAX. HEIGHT 35.88" SASH MAX. WIDTH 46.25" ELEVATION INSTALLATION QTY PER EMBEDMENT EDGE HEAD SILL JAMB O.C. CORNER ANCHOR TYPE TYPE LOCATION SUBSTRATE IN) DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE IN.) IN.) IN.) IN.) IN.) 8 SELF -TAPPING FIN 1 STEEL STUD 3 THREADS N/A 12 12 9 4 3/16" ITW TAPCON FLANGE 1 CONCRETE/MASONRY 1.25 2.5 20 20 4 10 SELF -TAPPING FLANGE 1 STEEL STUD 3 THREADS N/A 20 20 1 4 059 ®PLYGoMWS 433 N. MAIN ST., PO 80X 559. ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-48466B3 m J H 0 n U) Q gom v Z a z m w m N m Z QLu m c O a Z iQi a a Ha¢ w a m W o a i w w m C4 ] Md wH a d R o r 3itt W r m m J P003- _= c¢.1Z o u DWG #: PGW029 SHEET: 2 OF 5 3/16" ITW TAPCON INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY A IX WOOD BUCK BY OTHERS IX WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS 1/4" MAX. SHIM SPACE 3 THREADS MIN. ENGAGEMENT AID, PLY GEMWINDOWS 2 MIN. # 10 SELF -TAPPING SCREW - _ EDGEGE DISTANCE INTERIOR 433 N. MAIN ST.. PO BOX 559, INSTALLATION ANCHOR ROCKY MOUNT, VA 24151 PH: 540A84-6348 FX: 540484-6683 t- m mmMETALSTUDFRAMING SEE GLAZING11/4" MIN. BY OTHERS 1 DETAIL 1 Z Q Z# a qEMBEDMENT1pwHQo0 PERIMETER CAULK) ( 1/4" MAX. O.A. BY OTHERS f SHIM SPACE WINDOW HEIGHT SEE GLAZING EXTERIOR DETAIL INTERIOR VERTICAL SECTION 3 HEAD - 11 WOOD/CONCRETE/MASONRY 4712 FLANGE EXTERIOR INTERIOR SEE GLAZING DETAILS SHEATHING— V) p w BY OTHERS N a w m EXTERIOR Z iZi vwui o o ¢ Z m EXTERIOR FINISH 1J- w 0 Lu m mpM aBYOTHERS O.A. PERIMETER CAULK WINDOW — w BY OTHERS WIDTH 0 HORIZONTAL SECTION 3 JAMB -STEEL STUD FRAME 4712 FLANGE u') 1 1/4" MIN. Z EMBEDMENT O SHIM SPACE CONCRETE/ MASONRY BY OTHERS H ZO CAULK BETWEEN H CONCRETE/ MASONRY A 1X Or WOOD BUCK BY OTHERS w u INTERIOR 1n o1XWOODBUCK BY OTHERS 3/16" ITW TAPCON INSTALLATION ANCHOR 1 0 O r O.A. WINDOW STRUCTURAL GRADEHEIGHT SILICONE BY OTHERS 1/4" MAX. 2 112" MIN. EDGE DISTANCESHIMSPACE 0. & EXTERIOR FINISH BY OTHERS 1X WOOD BUCK li H N e BY OTHERS .:. .. .. SEE GLAZING DETAIL I EXTERIOR FINISH BY OTHERS i••••• OF ry CAULK BETWEEN CONCRETE/ MASONRY At1X EXTERIOR PERIMETER CAULK 1i o J Im 11 ui WOOD BUCK BY OTHERS O.A. BY OTHERS o Z ul Y 2 Z CONCRETE/ MASONRY BY OTHERS WIDTH JI o DWG#: PGW029 VERTICAL SECTION HORIZONTAL SECTION 3 SILL -1XWOOD/CONCRETE/MASONRY Z JAMB -1XWOOD/CONCRETE/MASONRY SHEET: 3 OF 54712FLANGE / 4712 FLANGE 1/4" MAX. 3 THREADS MIN. SHIM SPACE SHEATHING ENGAGEMENT 8 SELF -TAPPING SCREW BY OTHERS INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS METAL STUD FRAMING BY OTHERS 8 SELF -TAPPING SCREW PERIMETER CAULK INSTALLATION ANCHOR BY OTHERS METAL STUD FRAMING BY OTHERS O.A. 1/4" MAX. WINDOW SHIM SPACE 3 THREADS MIN. 1 HEIGHT ENGAGEMENT fISEEGLAZING— J DETAILS SHEATHING— - - EXTERIOR INTERIOR BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW WIDTH VERTICAL SECTION HORIZONTAL SECTION 4 HEAD - IX WOOD/CONCRETE/MASONRY 4 JAMB - STEEL STUD FRAME 4712 FIN 4712 FIN SEE GLAZING OETAILI i EXTERIOR O.A. WINDOW HEIGHT 1 PERIMETER CAULK BY OTHERS INTERIOR 1/4" MAX. SHIM SPACE EXTERIOR EXTERIOR FINISH N - METAL STUD FRAMING BY OTHERS—. II BY OTHERS SHEATHING #8 SELF -TAPPING SCREW BY OTHERS 3 THREADS MIN. INSTALLATION ANCHOR ENGAGEMENT VERTICAL SECTION a SILL- PRECAST CONCRETE 4712 FIN fl) VERTICAL SECTION 4 MEETING RAIL INTERIOR PLyGEM WINDOWS 433 N. MAIN ST., PO BOX 559. ROCKY MOUNT, VA 24151 PH: 540484-6348 FX: 540A84-6683 mm F ZG m Uity O Z o d SEE GLAZING z a m a DETAIL 1 Wiz¢ tKVS p ¢ V h m Z¢m Pwv a N Z H y p p Z¢ a Q-1 F- W d m U, W y w m EXTERIOR wH p INTERIOR C6 O 5,."1 p I, m_ m * Y u Z p U DwG #: P&W029 SHEET: 4 OF 5 3 THREADS MIN. SHEATHING ENGAGEMENT #8 SELF -TAPPING SCREW BY OTHERS INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS METAL STUD FRAMING BY OTHERS PERIMETER CAULK BY OTHERS O.A. 1/4" MAX. WINDOW SHIM SPACE HEIGHT 0 SEE GLAZING) 3/4" O.A. INSULATED GLASS DETAILI EXTERIOR INTERIOR DO, SIL: VERTICAL SECTION 5 HEAD -1X WOOD/CONCRETE/MASONRY 4812 FIN 1/2" MIN. GLASS SEE GLAZING BITE DETAIL 1 GLAZING DE 1/4" MAX. SHIM SPACE PLyGEM WINDOWS 8 SELF -TAPPING SCREW - 433 N. MAIN ST., PO Box 559, INSTALLATION ANCHOR MOUNT, VA 24151ROCKY INTERIOR METAL STUD FRAMING PH: 540484-6348 FX: 540 84-6683 BY OTHERS J m z J MM m it SEE GLAZING N w Z o ` 3 THREADS MIN. / DETAIL 1 ENGAGEMENT x° z d m a SHEATHING--- Q o¢ o¢ u LL BY OTHERS ir vi d wuEXTERIORFINISHJEXTERIORBYOTHERS PERIMETER CAULK BY OTHERS WINDOWIDTH w HORIZONTAL SECTION mSJAMB - STEEL STUD FRAME 4812 FIN 1/4" MAX. ZSHIMSPACE O H z B SELF -TAPPING SCREW U EXTERIOR INTERIOR INSTALLATION ANCHOR w V) w O.A. WINDOW NOTE: STUD FRAMING a HEIGHT 1/4" MAX. GLASS THICKNESS AND TYPE OTHERS SHIM SPACE SHALL COMPLY WITH ASTM E 1300 GLASS CHART REQUIREMENTS INTERIOR 3 THREADS MIN. O Z PERIMETER CAULK BY OTHERS kETAL ENGAGEMENT METAL STUD FRAMINGEXTERIORFINISH SHEATHING^.¢ BY OTHERS ' SHEATHING BY OTHERS BY OTHERS B SELF -TAPPING SCREW 3 THREADS MIN. INSTALLATION ANCHOR BY OTHERS EXTERIOR FINISH'i U F F- . i L '•. ENGAGEMENT SEE GLAZING BY OTHERS , • DETAIL 1 PERIMETER CAULK BY OTHERS O rj1 EXTERIOR O.A. o c4 Z j WINDOW o m a _u Z VERTICAL SECTION WIDTH DWG#: U SILL -PRECAST CONCRETE HORIZONTAL SECTION P&W0294812FINJAMB - STEEL STUD FRAME 4812 FIN SHEET:5 OF 5 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FIN INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) #8 WOOD SCREW, 10D COMMON NAIL OR 11 GAUGE ROOFING NAIL OF SUFFICIENT LENGTH TO ACHIEVE 1 112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 5. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) 410 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED. 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESSTHAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF O.SS. PLY GEM WINDOWS 471214812 SINGLE -HUNG (NON -IMPACT) AS TESTED GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/I.S.2/A440-05 2. ADEQUACY OF THE EXISTING STRUCTURAL 2X STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 2X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. WINDOW FRAME MATERIAL: ALUMINUM 5063-T5 6. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 5 FOR GLAZING DETAILS. 7. DESIGNATIONS "X"AND "O"STAND FOR THE FOLLOWING, X., OPERABLE PANEL O: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I A GENERAL 6 INSTALLATION NOTES 2 ELEVATIONS d ANCHOR LAYOUTS 3 4712FL VERTICAL G HORIZONTAL SECTIONS 4 4712F VERTICAL A HORIZONTAL SECTIONS 5 4812F VERTICAL d HORIZONTAL SECTIONS PRODUCT OVERALLSIZE DP RATING PSF) MISSILE IMPACT RATINGWIDTHHEIGHT 4712FL 48" 83.93" 50/-70 NOTRATED 4712FL 53" 72" 50/-60 NOTRATED 4712F 53" 72" 50/-60 NOTRATED 4712F 48" 83.93" 50 / -60 N OT RATED 4812F 48" 84" 50 / -60 NOT RATED 4812F 48" 96" 30/-3D NOTRATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date:2015.04.10 10:47:11-04'00' PwGEM WINDOWS 433 N. MAIN 5T., PO BOX 559. ROCKV MOUNT, VA 24151 PH: 540A84-6348 FX: 540A84-6683 mmm Ci RY v R F N a o S a O v1 Z Z J hM mJ a, p US u weZ-' tDmw m F m N ¢ m LU p H mZz uO 05 n ¢ ^ m w a m 1 LU a a m m d w p o L 1 i1 m V) C0 J U) 3 :E _ = V Z DWG #: PGW030 SHEET: 1 OF 5 UNIT MAX. WIDTH 53.00" D.L.O MAX. WIDTH 49.44" B F 3 4 D 3 0„ UNIT MAX. HEIGHT 72.00' H 4 ,.X„ A E 3 4 SASH MAX - WIDTH 51.25" ELEVATION 01.0 MAX. WIDTH 44.3 FitD.L.O. MAXHEIGHT 33.25" UNIT MAX. HEIGHT 96.00" SASH MAX. HEIGHT 36.31" SEE ANCHOR SEE ANCHOR F_ SCHEDULE SCHEDULE I ANCHOR LAYOUT SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE UNIT MAX. WIDTH 46.00" P yGEM I WINDOWS 7 433 N. MAIN ST_ PO BOX 559, 5 ROCKY MOUNT, VA 24151 B F PH: 540-4846348 EX: 540-484-668334 H m M 7 oD.L.O. MAX. cZcc, H 0„ HEIGHT x m Nm45.56" o d a SASH MAX. m u u : x HEIGHT a Q p -ccLL H p u Q 0 w m p. M 3 4 Z SASH MAX. OWIDTH46.25" H Z ELEVATION H Lu U) Ui INSTALLATION QTY PER EMBEDMENT EDGE HEAD SILL JAMB O.C. CORNER ANCHOR TYPE TYPE LOCATION SUBSTRATE IN.) DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE IN.) IN.) IN.) IN.) IN.) 8 WOOD ANCHOR FIN I WOOD 1.5 0.75 12 12 9 4 lOD COMMON OR 11 GAUGE ROOFING NAIL FIN 1 WOOD 1.5 0.75 12 12 9 4 10 WOOD ANCHOR FLANGE 1 WOOD 1.5 0.75 20 20 4 1* om 3 _= c¢Z O p U DWG#: PGW030 SHEET: 2 OF 5 10 WOOD SCREW INSTALLATION ANCHOR CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS 2X WOOD BUCK - BY OTHERS EXTERIOR FINISH BY OTHERS STRUCTURAL GRADE / 1O.A. SILICONE BY OTHERS WINDOW HEIGHT EXTERIOR I O.A. WINDOW HEIGHT 1 3/4" MIN. EDGE DISTANCE 11/2" MIN EMBEDMENT 1/4" MAX. SHIM SPACE SEE GLAZING DETAILI INTERIOR VERTICAL SECTION 3 HEAD - 2X WOOD BUCK 4712 FLANGE SEE GLAZING EXTERIOR DETAILI STRUCTURAL GRADE - SILICONE BY OTHERS EXTERIOR FINISH BY OTHERS 2X WOOD BUCK BY OTHERS - CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS CONCRETE/MASONRY BY OTHERS Al A) VERTICAL SECTION 3 SILL-2X WOOD BUCK 4712 FLANGE 1/4" MAX. SHIM SPACE INTERIOR 1 1/2" MIN. EMBEDMENT CAULK BETWEEN CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS CONCRETE/MASONRY BY OTHERS 2X WOOD BUCK r BY OTHERS 10 WOOD SCREW INSTALLATION ANCHOR 1 3/4" MIN. EDGE DISTANCE SEE GLAZING DETAIL 1 . . S EXTERIOR FINISH EXTERIOR BY OTHERS STRUCTURAL GRADE O.A. SILICONE BY OTHERS f WINDOW WIDTH HORIZONTAL SECTION 3 IAMB - 2X WOOD BUCK 4712 FLANGE 1/4" MAX. 1 112" MIN. SHIM SPACE EMBEDMENT 2X WOOD BUCK BY OTHERS INTERIOR #10 WOOD SCREW INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE INTERIOR SEE GLAZING DETAIL 3/4" MIN. EDGE DISTANCE SHEATHING --- BY OTHERS EXTERIOR EXTERIOR FINISH BY OTHERS STRUCTURAL GRADE SILICONE BY OTHERS O.A. WINDOW --y WIDTH SECTION1r1pORIZONTAL JAMB - 2X WOOD FRAME 4712 FLANGE PLY GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540484-6348 FX: 540<B4-6683 mM HZ¢ m m M U YO- H Q 0Z & H 0 O lbz am a j=LLWiz¢ 19 o¢u N u m nm¢ Z¢ m Nr o Z o H¢ a Q Q w H¢ Z m L "- aIl1 1 Wr 2 tea¢ a CO W .mom.. C, I w wexa m x wF- 0 lL 5 FM mV, `°Z o m f == v Z 0 o u U) DWG #: PGW030 SHEET: 3 OF 5 CAULK BETWEEN CONCRETE/ MASONRY 6 2X - WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS - 2X WOOD BUCK - BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT j SEE GLAZING DETAIL EXTERIOR O.A. WINDOW HEIGHT 11/2" MIN. EMBEDMENT 10D COMMON NAIL OR 11 GAUGE ROOFING NAIL INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE INTERIOR T) VERTICAL SECTION 4 HEAD - 2X WOOD BUCK 4712 FIN SEE GLAZING DETAIL PERIMETER CAULK - BY OTHERS EXTERIOR FINISH BY OTHERS 2X WOOD BUCK BY OTHERS - CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS CONCRETE/MASONRY BY OTHERS INTERIOR d 1/4" MAX. 17 SHIM SPACE IKpil 3/4" MIN. EDGE DISTANCE 1 1/2" MIN. EMBEDMENT E VERTICAL SECTION 4 SILL- 2X WOOD BUCK 4712 FIN 3/4" MIN. EDGE DISTANCE 2X WOOD BUCK BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR 8 WOOD SCREW INSTALLATION ANCHOR 1/4" MAX. SHIM SPACE 1 1/2" MIN. EMBEDMENT rSHEATHING---' BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW WIDTH HORIZONTAL SECTION 4 JAMB-2X WOOD FRAME 4712 FIN VERTICAL SECTION 4 MEETING RAIL INTERIOR 0 PLY GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PM 540i84-6348 FX: 540-484-66B3 M F H M Uito NzN lye c H n SEE GLAZING i11 o z a m DETAIL 10a V= c Z a IZ EXTERIOR 63 UG tea¢ s m w a w w m c[ ] rn 3 d M F- 0 cn - o >;•,Pr 1n• n m uZ DWG #: PGW030 SHEET: 4 OF - CAULK BETWEEN CONCRETE/ MASONRY & 2X - WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS - 2X WOOD BUCK - BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT t 11/2" MIN. EMBEDMENT 8 WOOD SCREW INSTALLATION ANCHOR I/4" MAX. SHIM SPACE 117 3/4" MIN. EDGE DISTANCE 2X WOOD BUCK BY OTHERS IOD COMMON NAIL OR 11 GAUGE ROOFING NAIL INSTALLATION ANCHOR 1 1/2" MIN. EMBEDMENT SHEATHING' BY OTHERS SEE GLAZING 3/4" O.A. INSULATED EXTERIOR FINISHDETAILGLASSBYOTHERS EXTERIOR INTERIOR PERIMETER CAULK Y OTHERSDOW1199 SILICONE \ VERTICAL SECTION HEAD - 2X WOOD BUCK / 4812 FIN 1/2" MIN. GLA55 BITE GLAZING DETAIL 1 NOTE: SEE GLAZING GLA55 THICKNESS AND TYPE SHALL COMPLY DETAIL 1 WITH ASTM E 1300 GLASS CHART REQUIREMENTS 1 O.A. EXTERIOR INTERIOR WINDOW HEIGHT 1/4" MAX. SHIM SPACE 1/4" MAX. SHIM SPACE INTERIOR SEE GLAZING DETAIL EXTERIOR O.A. WINDOW WIDTH 0 ® PLy GEMWINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540484-6683 FH O m Z N 2 Z d- J m8vi V z zJ Q U N 26 cem Om¢ w m a z a O u wOC Z m ja¢ Lu F1 w w o a r a m m H a 5 HORIZONTAL SECTION JAMB-2X WOOD FRAME 4812 FIN Lf) 7- 3/4" MIN. EDGE DISTANCE CAULK BETWEEN INTERIOR 1/4" MAX. CONCRETE/ MASONRY & 2X SHIM SPACE WOOD BUCK BY OTHERS In+ i O CONCRETE/ MASONRY LU nw BY OTHERS iy 2X WOOD BUCK SEE GLAZING DETAIL PERIMETER CAULK 3/4" MIN. EDGE 17BYOTHERSDISTANCE EXTERIOR FINISH BY OTHERS , . • 2X WOOD BUCK BY OTHERS 8 WOOD SCREW CAULK BETWEEN 11/2" MIN, INSTALLATION ANCHOR CONCRETE/ MASONRY & 2X EMBEDMENT WOOD BUCK BY OTHERS CONCRETE/MASONRY VERTICAL SECTION BY OTHERS SILL-2X WOOD BUCK 4812 FIN EXTERIOR BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR Ci Z 11/2" MIN. EMBEDMENT % EXTERIOR FINISH BY OTHERS '* PFtO PERIMETER CAULK 1ii m J I JI iu f WINDOW BY OTHERS ¢ mo Z N m_ WIDTH p a u V Z HORIZONTAL SECTION DwG#: 5 JAMB -2XWOODBUCK PGW030 4812 FIN SHEET: 5 OF 5 sue, r• C MY` = E K TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued August 27, 2015 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1710.9.4 Properties: Wind Resistance REFERENCES Eniily Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1.847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products 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. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 HA4 aluminum fascia. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEKTechnicalServices, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in Ain.ft for the `full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 16* FULL VENT 15" CENTER VENT 18" SOLID PAN 12" T4 Soffit Preformed no 0.0135-inch thick, 3105 H-14 aluminum soffit anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001 FL12194-133 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida BuildingCode51hEdition (2014) as evidenced in the referenced documents submitted by the named manufacturer. i ,`, G PRY R. pR/ii, i 0 5.0 S. 7 N o 74021 07:05:00 4rY M'.M YLYrYR nM a Z 04'00' 3 S TAT E OF : // 4 O R IVP'N, Zachary R. Priest, P.E. i, N A E 0% Organization No. RegistratI ANE9641on No. 021 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (7 pages) 2) APPENDIX B —Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) AL015001 FL12194-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix A APPROVED SYSTEMS The. following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SP'F (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by othersinaccordancewithFBCrequirementstomeettheminimumdesignrequirementsfortheproject. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance withFBCrequirementstomeettheminimumdesignrequirementsfortheproject. 7. Typical fastening details are as follows: a. 12" T4 Soffit— 12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit— 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16-inch o.c. Fastener Location Fastener Location ALC15001 FL12194-R3 Page 1 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A d. 16" Q4 Soffit — 8-inch o.c. Fastener Fastener FastenerLocationLocationLocation Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhan with J-Channel 16F Approved Systems for 16-inch Overhang with F-Channel 16J-# roved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J# Approved Systems for 24-inch Overhang with J-Channel Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDPNo, Width psi Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment Max. One (1) min. 3/8-Inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inchpp 0.072-inch dia. x min. 3/16- t40.0 24-inch o.c. O.C. inch head dia. trim nail spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch.x 1/4-inch One (1) min, 1 3/4-inch tong x 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8Anch O.C. 0.072-inch dia. x min. 1/44nch 48 spaced 24-inch o.c, and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. 12F-3 Max. Masonry One (1) 14 ga. long T nail Wood One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48ch16-inch incspaced8-inch o.c. crown staple spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001 FL.12194-R3 Page 2 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 124nch overhang with J-Channel Wall Connection Eave Connection System Panel No. Width MDP Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap psi Attachment Max. Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch long x 3/8-inch head diameter One (1) min 3/4-inch x One (1) min. 1 3/4-inch Ion x 12J-1 16-inch Wood staples in diamond screw spaced 16-inch o.c. Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 pattern spaced 24- connecting soffit to J-channel spaced 8-inch o.c.. head dia. tripnails aced 48- p 64.2 inch o.c. inch o.c. Approved Systems for 16-inch overhang with F=Channel Wall Connection Eave Connection System Panel No. Width MDP Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap psfl Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75=inch x 16F-1 Max, Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch le less aced max. g staplesp p 0.072-inch diameter 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each finishingg nail with min. 3/16- t53.3 panel lap inch head spaced 12-inch o.c. Max. Three (3) 18 ga.i/4 inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter16F-2 12-inch Wood inch leg staples in diamond pattern Wood 1-inch. leg staples spaced max. 4-inch o.c. and securing eachg finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inchpp x 0.072 inch dia. x min. 25.6 inch o.c. O.C. 3/16-inch head dia. trim nail spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 16-inch Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001 FL12194-R3 Page 3 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width ps Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. 16=inch Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staples spaced 4- 0.072-inch diameter finishing nail with min. 3/16- 43.3spaced84ncho.c. inch o.c. and securing each panel lap inch head spaced 16-Inch O.C. Max. Three (3) 18 ga.1/4 inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staples spaced 4- inch o.c. and securing each finishing nail with min. 3/16- t43.3 spaced 16-inch o.c: panel lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width ipsfl Substrate J-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment 16J 1 Max. Wood Three (3) min. 3/4-inch x 1/4-inch crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o:c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001 FL12194-R3 Page 4 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg Three (3) 18 ga.4/4- inch No.2 SYP anchored to staples spaced 12-inch o.c, securing One (1)18 1/4- One 1 min. 1.75-inch x 24F-1 Max. Wood crown x 1-inch leg staples in rafter with one each panel lap W ga. inch crown x 1-inch 0.072-inch diameter 12-inch diamond pattern 1) min. 2.25- inch x 7d ring One (1) min. 1.75-inch le staples spacedgppced 8- finishing nail with min. g 3/16-inch heads aced 80/-90 spaced 16-inch o.c. shank nail x 0.072-inch diameter inch o.c. 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga. 1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced One (1) min. 1.5- inch x 11 ga. No.2 SYP anchored to 12=inch o.c. securing each panel lap One (1) 18 ga. I/4- One (1) min. 1.75-inch x 24F-2 Max. 12-inch Wood smooth shank rafter with one Wood inch crown x 1 -inch 0.072-inch diameter finishing nail with min. 80/ roofing pnailspaced1 7d x 2.25- One 1 min. 1.75-inch leg staples spaced 8- 3/16-inch head spaced 76.6 16- inch o.c. inch ring shank x 0.072-inch diameter inch o.c. 12- inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced Max. One 1 14 a. 5/8- gNo. 2 SYP anchored to 12- inch o.c. securing each panel la pp One (1) 18 ga. 1/4- One (1) min. 1.75-inch x 0. 072-inch diameter 24F-3 12- inch Masonry inch long T nail rafter with one Wood inch crown x 1-inch finishing nail with min. 80/ 80/ spaced 8-inch o.c. p1) 7d x 2.25- One (1) min. 1.75-inch leg staples spaced 8- 3116-inch head spaced inch ring shank x 0.072-inch diameter inch o.c. 12- inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001 FL12194-R3 Page 5 of 7 This evaluation. report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,. installation, recommended use, or other productattributesthatarenotspecificallyaddressedherein. OCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg Three (3) 18 ga.1/4- No.2 SYP anchored to staples spaced 12-inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-inch x 24F 4 Max Wood inch crown x 1-inch leg staples in rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 16-inch diamond pattern 1) min. 2.25- inch x 7d ring One (1) min. 1.75-inch Wood leg staples spaced 8- inch o.c. and securing finishing nail with min. 3/16-inch head spaced 801-60 spaced 16-Inch o.c. shank nail x 0.072-inch diameter each panel lap 16-Inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-5 1 ch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 80/-60 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 244nch o.c. finishing nail with min. 3/16-inch head spaced 4-inch oxc One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x 24F-6 One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 16-inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail With min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 3/164nch head spaced inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001 FL12194-R3 6 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang. with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psfll Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal ix2 No.2 SYP scabbed between rafters with one (1) min. x 7dnk One (1) 18 ga:1/4-inch Nominal 1 x2 ring shankgshainchnail crown x 1-inch leg No.2 SYP anchored to Three (3) 18 ga.1/4-inch crown straight -nailed through the.rafter into the end staples spaced 12-inch o.c. securing One (1) 18 ga.'/.- One (1) min. 1.75-inch 24J-1 Max. rafter with one x 1-inch leg of the batten or two (2) each panel lap Wood inch crown x 1-inch x 0.072-inch diameter finishing nail with min. t6012-inch' 1 min. 2.25- inch x 7d ring staples in diamondp pattern spaced 16- min. 2.25-inch x 7d ring shank nails toe- One 1 min. 1.754nch leg staples spaced 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. nailed on either side of x 0.072-inch diameter finishing nail with min. 12-inch o.c. 24inch o.c. the batten at each batten/rafter 3/16-inch head spaced intersection. Max. 4-Inch o.c. rafter spacing is 24-inch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) min. inch x 7d One (1) 18 ga.1/4-inch Nominal i x2 ringg shank nail crown x 1-inch leg No.2 SYP anchored toto Three (3) 18 ga.1/4-inch crown straight -nailed through the rafter into the end staples spaced 12-inch o.c. securing One (1) 18 ga. inch crown x 1-inch One (1) min. 1.75-inch 24J-2 Max. rafter with one x 1-inch leg of the batten or two (2) each ppanel lap Wood leg staples spaced x 0.072-inch diameter finishing nail with min. 53.316-inch 1 min. 2.25ta inch x 7d ring staples in diamond pattern spaced 16- min. 2.25-inch x 7d ring shank nails toe One (1) min. 1.75-inch 0.072-inch diameter 8 inch o.c. and securing each panel 3/16-inch heads acedp shank nail Inch o.c. nailed oneither side of x finishing nail with min. lap 16 inch o.c. 24-inch o.c. the battenen at each batten/rafter 3/16-inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 244nch o.c. ALC15001 FL12194-133 Page 7 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. No. I Installation Detail Min. 3/8"-head dia. nail with min. 1W" engagement(for wood substrate') or min.. 0..097" dia. T-nail or stub nail with min: 5/9" engagement(for concrete llor block substrate), spaced as noted above. FASCIA SLIP BOARD FASCIA TRIM 12F-3 & I I I II \—"F CHANNELSOFFIT ( OVERHANG WIDTH VARIES) Wood, Concrete or , Block . FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L— PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA :DETAIL ALC15001 FL12194-R3 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B Systern No. Installation Detail IN OPEN RAFTER ; n ` SOFFIT STAPLE 3/4' X 1/4' ; -1 ; DIAMOND PATTERN CROWN STAPLES i DETAILUSINGADIAMONDsrvEEN STAPLES / PATTERN FACIA BOARD 12 F-2 FASCIA CAP 3/4' X 1/4" CROWN FACIA BOARD1-3/4' TRIM NAILa" T- STAPLE ON CENTER 1-3/4* TRIM NAIL PAINTED S.S. F' CHANNEL CAN 8E PAINTED S.S. 48" INSTALLED WfTH THE O.C. FASCIA CAP NAILING FLANGE UP OR DOWN 3/4' X 1/4" CROWN STAPLE SOFFIT -max. 12-inch span WOOD SOFF16TSUBSTRATE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 2of12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES, LLC System No. J Installation Detail 12J-1 OPEN RAFTER X 1/4" CROWN STAPLE "24" CENTER USING A DIAMOND PATTERN v-k;KMMLl 1-3/4` TRIM NAIIscrewedtosoffit with one(1) 88 x PAINTED S S 48" 1/2" x 3/8" head O.C. diameter screw, 16" o.c. WOOD OR BLOCK SUBSTRATE SOFFIT -max. 12-inch span ALUMINUM COILS, INC Soffits Appendix 8 n \ SOFFIT STAPLE DIAMOND PATTERN vFACIABOARD ' r T4ra ) DETAIL STMLES / ASCIA CAP 3/4" X 1 /4" CROWN 1-3/4` TRIM NAILSTAPLE "8" ON CENTER PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT & FASCIA D ETAI L ALG15001 FL12194-R3 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 11' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1'x}" CROWN STAPLE OPEN RAFTER FASCIA BOARD 14 GA 5/8' T•NAl 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT L FASCIA F" CHANNEL--,--" HANNEL DETAIL SOFFIT; MAX. 16" SPAN MASONRY SUBSTRATE ALC15001 FL12194-R3 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor.imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16F-3 Min. 3'/8" head dia. nail with min. 12,4" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/8" engagement(for concrete or block sub'strate);.. spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) CHANNEL Wood, Concrete or Block 4 FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" 0. C. S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits _ Appendix B ALC15001 FL12194-R3 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GREED TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPT RAFTER ; ,, , SOFFIT STAPLE 3/4' x 1/4• ; I ;DIAMOND PATTERN CROWN STAPLES ; f D ETAI L USING A DIAMOND y J STPATTERNFACIABOARD 16F-4 FASCIA CAP 3/4' X 1/4' CROWN FACIA BOARD 8' 1-3/4' TRIM NAILSTAPLEONCENTER F" CHANNEL CAN BE 1-3/4" TRIM NAIL PAINTED S.S. PAINTED S.S: 48' INSTALLED WITH THE O.C. FASCIA CAP NAIUNG FLANGE UP OR DOWN 3/4" X 1/4- CROWN STAPLE SOFFIT —max. 16-inch span WOOD SUBSTRATE SOFFIT SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 1" TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1'Y1' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1",4" CROWN STAPLES SOFFIT & FASCIAUSING.A DIAMOND 16F-2 & PATTERN; REFER TO DETAIL SOFFIT STAPLE 1617-6 DIAMOND PATTERN DETAIL lo FASCIA CAP; REFER \ TO SOFFIT & FASCIA 3" F" CHANNEL DETAR SOFFIT; MAX. 16" SPAN WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALClSO01 FL12194-R3 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation repot does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 16J-1 X 1/4" CROWN STAPLE "24" CENTER USING A DIAMOND PATTERN WOOD OR BLOCK. SUBSTRATE OPEN RAFTER 1-3/4" TRIM NAZI PAINTED S.S. 48" O.C. SOFFir—max. 16-inch span. ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLESTNUS DIAMOND PATTERN FACIA BOARD ` DETAIL Srr+.cS ASCIA CAP 3/4" X 1/4" CROWN FACIA BOARD STAPLE "8" ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }' TRW NAIL FASCIA BOARD PAINTED S.S. 1'a4' CROWN' STAPLES FASCIA CAP USING A DIAMOND SOFFIT. PATTERN; REFER. TO SOFFIT STAPLE CROWN STAPLE DIAMOND PATTERN DETAIL 1 }' TRIM NAIL -- AIL FASCIA BOARDPAINTEDS.S. SOFFIT 8, FASCIA 24F-1 & DETAIL 24F-4 1'34' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT L FASCIA \ DETAIL/ Nominal 1"x2' SYPy 1 chBattenAnchored 7o SOFFIT; MAX. 24' F-CHANNEL Rafters one Td Ring Shank Nail at every Rafter W000 SUBSTRATE \ — SOFFIT STAPLE DIAMOND PATTERN ALC15OO1 FL12194-R3 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. GREED TECHNICAL SERVICES,_ LLC ALUMINUM COILS, INC Soffits Appendix B System N'o. Installation Detail I }' TRIM NAB. FASCIA BOARD PAINTED S.S. 1-}' SMOOTH SHANK ROOF NAILS FASCIA CAP SOFFIT Yx}' CROWN STAPLE 1 }" TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 f'x}' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT r: FASCIA DETAIL Nominal 1'x2' SYP F-CHANNEL Batten Anchored to SOFFIT; MAX. 24" Rafters with one Td Ring Shank Nail at every Ratter WOOD SUBSTRATE ALC15001 FL12194-R3 Page 10 of 1.2 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }" TRIM NAIL FASCIA BOARD PAINTED S.S. 14GA i' T-NAILS FASCIA CAP SOFFIT 1-x}" CROWN STAPLE 1 }" TRIM NAIL PAINTED 5.5, FASCIA BOARD SOFFIT &FASCIA 24F-3 & DETAIL 24F-6 r e CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL Nominal 1"x2" SYP F-CHANNEL Batten Anchored to SOFFIT; MAX. 24" Rafters with one Td Ring Shank Nag at every Rafter MASONRY ALC15001 FL12194-R3 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B swtem No. Installation Detail 1 }" TRIM NAIL FASCIA BOARD i'z}• CROWN PAINTED S.S. STAPLES FASCIA CAP USING A DIAMOND SOFFIT PATTERN; REFER TO SOFFIT STAPLE CANTILEVERED 1-x}" CROWN STAPLE DIAMOND PATTERN RAFTER DETAIL FASCIA BOARD 1 } TRIM NAIL SOFFIT & FASCIA 24J-1 & PAINTED S.S. DETAIL 24J-2 1'x}" CROWN STAPLE FASCIA CAP; REFERloTOSOFFITLFASCIA. DETAIL Nominal 1' x 2" SYP battens 8 J-CHANNEL scabbed between ratters and secured with one ring SOFFIT; MAX.. 24' shank nail straight-nailednailedit through the rafter Into the end WOOD SUBSTRATE of th batten or two (2) 7d I ring spank nails toe -nailed on either side of the battern at the battentrafter Intersection SOFFIT STAPLE DIAMOND PATTERN ALCI5001 FL12194-R3 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes orqualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or otherproductattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III,, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shalt be as defined in section 1609 of the FBC. 3. Design .wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-fe or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V„ it is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALCI5001 FL1.2194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL.SERVICES, LLC ALUMINUM COILS, INC Soffits AnnenriiY C XZOOw s Zone 4 Desi nW; Mean a .: Ftoof, x .,, 0HeI • ht ,ft ; .. .. 20 -16.9 -19.8 d ,ressuresforSoffts t t t s ..., 22.9 In Ex osureB s Basic. WInd S eed m_ h RUN.. 160> 170 ram p 1t8 F0 1 90, 200m, 263 30.0 33.8 37.9 42.2, 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46,8 4 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 1 -50.8 Enclosed 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Negative 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Loads) 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 30 20:8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 1 -56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 1.9.2 21.7 24.3 27.1 30.0 4 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 Enclosed. 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 Positive 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18- 3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 1 15.4 1 17.8 20.5 23.3 26.3 29.5 32.9 36:4 ALC15001 FL12194-R3 D--- % -f A rms evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Annonrliv C n Wind Piessures, for. Soffits in!E Bwiding , s Typef tZone Mean Rholt20ei Of, Basc Wind S eed m h T30 4 1`80 TM I 20 21.7 25.4 729.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 4 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 Enelosed. 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Negative 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 5 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62-0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 4 30 15.1 177 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 1.6.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 Enclosed. 50 16.8 19.722.9 26.3 29.9 33.7 37.8 42.1 46.7 Positive 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 5 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 1 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this reportis valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C W indINIFIR 6re06Soffts Building; cane .Y BasicWindS eed7m'h Zone - - _ Roof I 120 j 130 I _1'40 ; 1,50 160 j1€70 -I 180 190 ,20©'y E 20 - 26.0 -30.5 -35.4 -40.6 -46.2 -52.2 -58.5 -65.2 772.2 25 27,0 31.6 36:7 42,1 47.9 54.1 60.6 67.6 74.9 4 30 27.9 32:8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 Enclosed 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Negative 60 31.5 37.0 42.9 49.3 56.1 63.3- 70.9 79.0 87.6 Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 5 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 4 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 Enclosed 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49,1 54.4 Positive 60 20.2 23.7 27.5 31.6 35.9 40-5 45.4 50.6 56.1 Loads) 20 16.7 19.5 22.7 26.0 20.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 5 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20,.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or qualityassurancechangesthroughoutthedurationforwhichthisreportisvalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other productattributesthatarenotspecificallyaddressedherein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel I+-- 3/4" r 1/8" HEM 15/8" ISOMETRIC VIFW mo rrcur]Lc ISOMETRIC VEW 3/8" PROME ALUMINUM COILS, INC Soffits Appendix D ALCI5001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. rim CREEK TECHNICAL SERVICES, LLC Fascia S 3/4" 3/81, 1/8" HEM 6"FASCIA i" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL, SERVICES, LLC 16" Q4 Soffit 25 TYP. 0.125 TYI 18 BLANK 3 / 8 PROFILE 2.625 REF. 50 TYP. o 00000 oa000 000000 oa000 am a00000 aooao WIDE I (ANER PATTERN (n 111 CC.AI F1 LOWERS FORMED IN SAME DIRECTION AS RIBS) ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. C11 d' ALUMINUM COILS,, INC Soffits TECHNICAL. SERVICES, LLC Appendix D 12" T4 Soffit 3 1/8" 7/8" 3 1/8" 7/8" 3 1/8" 5/16" 1/2" 1/2" 1/2" 1/2" 1/2" 19 1/8" 3/8" 13.35" BLANK 3/8" PROFILE 2625 REF. 50 TYP; 25 TYP. 0.125 71P. ooaoo 00000 oaooaoN 00000 Yb a00000 ooaao tl10F 1 X&E PAUERN (FLI I . SCu F1 LOWERS FORMED IN SAME DIRECTION AS RIBS) END OF REPORT ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. S /+, rJ6 LL.S EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 3532.09.05-R11 FL5444-R10 Date of Issuance:09/22/2005 Revision 11: 12/08/2016 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 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 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. Trinity IERD 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 "Frinityl 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 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANEl983 The facsimile seals g yq `S'•.S°C„:".(`r' c • appearing was authorized b Robert Nieminen, P.E. on 12/08/2016. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted tothe Product Approval Administrator and tothe named client CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, 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 guidance unless retained specifically for that purpose. ROOFING SYSTEMS EVALUATION: SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 5th Edition (2014) Florida Building Code and 5th Edition 2014) 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 Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D71S8, Class H 2O08 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL(TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL(TST 1740) ASTM D3161 IOCA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 ULLLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 ULLLC ( TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC ( TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 ULLLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1111 Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 2 of 12 4. PRODUCT DESCRIPTION: 4.1 CT20T-, XTT- 25, XTTm 30 and XTT"" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 ArcadiaT"", BelmontT"", Carriage House ShangleO, Grand Manor Shangle®, LandmarkTI, LandmarkT" IR, LandmarkTM Pro, LandmarkT" Premium, LandmarkT" TL, LandmarkTI Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGateTM is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential ShakeT", Presidential ShakeT"" IR, Presidential Shake TUI and Presidential SolarisT" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 HatterasT"", Highland SlateT"" and Highland SlateTM IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 PatriotTl is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge'", Cedar CrestTM, Cedar CrestT'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, 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 guidance 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 All shingles noted herein 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 us in all wind zones UP to Va,d = 150 mph (V,it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vasd =150 mph (V,,,t =194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building 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. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris—) exceeds the calculated uplift force (FT) at a maximum design wind speed of Va,d = 150 mph (V,,It = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1111 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 3 of 12 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation 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 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R905.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6.4 6.4.1 CT20T', XTT" 25, XTT"" 30, XT" 301 R: LOW AND STANDARD SLOPE ENGLISH 12" 12" 12" f+—(305 mm) (305 mm)— (305 mm) 1" (25 mm) _ Se lant F-r(25mm) { 5 5/a" (145 mm) 1 1 5 1/2"lor Norwood Plant T METRIC T 131/s 131/e 131/s" 1"(25 mm) Sealant 1" (25 mm) 61/C J Figure 113: Use four nailsfor eoety felt sbingte. STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every fall shingle (Figure 11-4). Asphalt roofing cement meeting ASTM D4586 Type H is suggested. Rooting Cement Apply 1"(25 mm) spots of asphalt rooting cement under each tab corner. Figure 11.4: Use four nails and scz spots ofaspbalt cement on steep slopes. CAUTION: Excessive use of roofing cement can cause shingles to blister. Hip & Ridge for CT20TM, XT7m 25, XTTm 30 XTT' 30 IR: Cut Shingles 1 — Remove---, 25 mm) f I I I 2" (50 mm) I t Ri If — — — l — — 1I tl 12" 305 ism CapCapCap ) Shingle Shingle Shingle Figure 11-24: Cut tabs, "then trim back to stake cap shingles Bnglisb dimensions sbomn). 5' JI. 12"(305mm) F O t5mm)----" Sae`25m 1 Figure 11-25: Installation of caps along the hips and ridges. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NPI "' adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1111 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 4 of 12 6.5 6.5.1 LOW AND STANDARD SLOPE Use SIX nails for even full shingle located as shown belong. Nail Line Nail Nail Line 1' (25 mm) 1' (25 mm) —r Figure 2. Use sit' nails for eveiy fill shingle. STEEP SLOPE Use SLY nails and FOUR spots of asphall roofing cement for every full shingle as shown helonv. Apply asphalt roofing cement 1"(25 mm) front edge of shingle. Asphalt roofing cement meeting ASTM D 4586 Type.0 is suggested. Hip & Ridse for Arcadia'": Cedar Crest'", Cedar Crest'"' IR 1' (25 mm) 1' (25 mall —.- LO Lc, iJ iJ Figure 3: Use six nails mul four spots of asphalt roofing cement ou steep slopes. Use two (2), minimum 1%-inch long fasteners per shingle. For the starter shingle, place fastener 1-inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic® NP1'""' adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. t 05 mm) mall I 3 mall Exterior Research and Design, I.I.C. Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION Hand -sealing adhesive 1/4"ILI 4" 3/4" — 1" Dab of asphalt cement between 1„ shingle layers Evaluation Report 3532.09.05-R11 FL5444-R10 Revision 11: 12/08/2016 Page 5 of 12 6.6 BELMONTT"': Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, located as shown below. 6.6.1 6.6.1.1 6.6.1.2 6.6.1.3 asphalt roofing cement" for every full Belmont shingle- Apply asphalt roofing cement 1° (25mm) from edge of shingle. See below_ Asphalt roofing cement meeting ASTM D4586 Type II is suggested_ o Additional nails it required. 5/8'(16 MM 1 % 1' (25 mm) Roofing Cement -- Hip & Ridge for BelmontTM: Option 1: Refer to instructions herein for Cedar CrestT", Cedar CrestTM IR hip and ridge shingles. Option 2: Shangle® Ridge Figure 17-18. Shangle® Ridge. 18 Exposure Remove tape from the right side 8-and fasten j SECOND Fasten the left side 8518,E RIGHT FIRST I LEFT Figure 17-19: Installation ofSbangle® Ridge shingles on hips and ridges. For ASTM D3161, Class F performance use BASF "Sonolastic° NP11"" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1111 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 6 of 12 6.7 6.7.1 6.8 CARRIAGE HOUSE SHANGLE" AND GRAND MANOR SHANGLE": LOW AND STEEP SLOPE STANDARD SLOPE Use five nails for every full Shangle. 1" V. 25 min) (25 mm) 5/8" 58 /8° 16 mm) (220mm) Figure 17-4: Use fiiv nails for evoy frill Grand Afanor Shangle, Carriage house Shangle, or Centennial State. Use seven nails and three spots of asphalt roofing cement for every full Grand tilanor Shangle. Use five nails and three spots of asphalt roofing cement for every full Carriage 11ouse Shangle and Centennial Slate. Apply asphalt roofing cement 1' (25 mm) from edge of shingle Figure 17-5). Asphalt roofing cement meeting AST1I D4586 Type II is suggested. me y 16 Figure 17-5: Wben installing Grand dlauor Sbangles on sleep slopes, use seven nails and three spots of aspbalt roofing cearent. Hip & Ridge for Carriage House Shangle° and Grand Manor Shangle: Refer to instructions herein for Shangle® Ridge hip and ridge shingles LANDMARK?"', LANDMARKT"" IR, LAN DMARKTM PRO, LANDMARKTm PREMIUM, LANDMARKTm TL, LANDMARK'"" SOLARIS, LANDMARK'"" SOLARIS IR,'NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 143/4" 12" 305 mm)—+-(375 mm)-—(305 mm) Release Tape 1" !25 mm)-" I f Nailable F Area Exterior Research and Design, I.I.C. Certificate of Authorization #9503 LANDMARK TL NorthGate: 131/2" 13" 131/2" 1 -(343 mm)-+(330 mm)- —(343 mm)-j 1" (25 mm) 1" (25 mm)-*-I -"" Zz Figure 13.4. Use four nails for erer7• frill shingle. WIDE NAILING 12" 143/4' 12" AREA I-+— (305 mm) (375 mm) — r— (305 mm) -r-I Naiing Lin& k — 1' (25 mm) Lpwer l e 1" (25 mm) nafre 7 Naing areas far laws and standard slopes (from 2:12 to 21:12) Nai between upper d bwer Gres as shown above. FBC NON-HVHZ EVALUATION Evaluation Report3532.09.05-Rll FL5444- R10 Revision 11: 12/08/2016 Page 7 of 12 STEEP SLOPE Use six nails and four spots of asphalt roofing cement for every full laminated shingle. See below. Asphalt roofing cement should meet ASTM D45861ype U. Apply 1" spots of asphalt roofing cement unde each corner and at about 12" to 13" in from each edge. METRIC DIMENSIONS 12" 143/4"—. Imo-- 305 mm) 375 mm) 1 -1"(25 mm) Nail Area Release Tape For Steep 25 mm) {---- i t Roofing Cement 12 305 mm) 1"(25 mm) 11' 25 mm' LANDMARK TL 131/2" 343 mm) 13" 330 mm) 131/2"' 343 mm) . 1 "(25 mm) 1 "(25 mm)-A mmwo, ffl Figure 13-5: Use six nails andfour spots of aspbalt roofing cement on steep slopes. NorthGate: STEEP 12" 14-314" 12" SLOPE 1 -(305 mm)— -+— (375 mm) +-(305 IT NAILING AREA I Nailing wits 1"(25 mm) betweeh wer 11'(25 mm; na1 tees" Nailing areas for steep slopes (greater than 21:12) and "Storm -Nailing" Nail between lower 2 nail lines as shown above. 6.8.1 Hip & Ridge for Landmark TM, Landmark TM IR Landmark TM Pro Landmark'"" Premium Landmark'"" TL Landmark TM Solaris, LandmarkT"' Solaris IR NorthGate: 6.8.1.1 Option 1: Shadow RidgeTI or NothGate Accessory 12' 97ial, 305mm) (250mm) 6 6° 415/16' 415/116 150mm) 1 (150mm) (125mm) 1 (125mm) Notch for Notch for Centering Centering 131/4" 305mm) Notches for Align mentto (337mm) Notches for Alignmentto / the Top Edge of the Previous 180mm the Top Edge of the Previous 75 8 L LCapfor5"(125mm)Exposure ) Capfor5518"(141mm)Exposure (1 m) English Dimension Metric Dimension Shadow Ridge*" Shadow Ridge'" Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R11 Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 8 of 12 6.8.1.2 6.8.1.3 131t4' 337:mm) 927W 250 MM) 415 76 {125 mm) Centeri tp Nalcta Nignthese notches to top edge of previous course NorthGate Ridge L%i & Mob F&D 13 1 /8" 1_,*_( 333 mm)— 6 5/6'- .1-" 5/8, 168 mm) 168 mm Ce eringT131/4' Notch 1194 mm) (337 mm) Align these/ notches to to 7 5/8' 1+ edge of p ( 1gI mm) previous course. NorthGate Accessory 12' mrn) 305- I Laying Notch I I I II I t Figure 13-20, Use laying notches to center sbingtes on Lips and rkkes, and to locate the correct exposure. For ASTM D3161, Class F performance use BASF "Sonolastic® NP1T""' adhesive or Henkel Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Option 2: Refer to instructions herein for Cedar CrestT1, Cedar Crest'" IR hip and ridge shingles. PLm Exterior Research and Design, LLC. Evaluation Report 3532.09.05-1111 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 9 of 12 TRINITY I ERD 6.9 PRESIDENTIAL SHAKET"", PRESIDENTIAL SHAKET"" IR, PRESIDENTIAL SHAKE TLT"", PRESIDENTIAL SOLARIST": LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential For steep slopes, use nine nails for each full Presidential shingle and shingle as shown below. apply 1' diameter spots of asphalt roofing cement under each shingle tab. After applying 5 nails in between the nailing guide lines, apply 4 nails 1' Nailing (. 40" --:; above tab cutouts making certain tabs of overlying shingle cover nailsGuidelines (1016 mm) 5 1 m133 m) 141/4" 1 1/2' 38 mm) (362 mm) • - • • j NOTE: Apply nails on painted guideline. T Figure 16-6.• FastmingPresidenttal andPrestitttlal TL SGake 1' diameter asphalt roofing cement sbingles on low and standard slopes. Figure 16-7. Fastening Presidential and Presidential T/L Shake sbin&s on steep gl W, 6.9.1 Hip & Ridge for Presidential Shake'", Presidential Shake'"' IR Presidential Shake TLT"" Presidential SolarisT": 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up to the ridge (expose no more than 7" from the bottom edge of the "tooth." Fasten each accessory with two fas- teners. The fasteners must be 13/4' long or longer, so they penetrate either 3/4" into the deck or completely through, the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham, AL is 12" x 12"; Portland, OR produces 97/8" x 131/4' accessory. 6.9.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic" NP11"°" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar CrestTI, Cedar Crest'" IR hip and ridge shingles. 6.10 1 HATTERAS'"": LOW, STANDARD AND STEEP SLOPE: Figure 15.3. Fosleningllalleras Shingles on Lora and Standard Slopes For low:md standard slopes, use five nails for each full Hatteras shingle a`• shown above. Exterior Research and Design, I.I.C. Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Figure 154 Frutening 0e11emsSbingles on Sleepslopes For steep slopes; use fire nails and eight spots of asphalt roofing cemem for each [till Ilateras shingle as shavo above. Apply I' 25mm) diameter spas of roofing cement (ASTMD 4556 i)pe it suggested) under each tab corner. Press shingle into place; do not expose cement. CAUr1ON: Too much roofing cement can cattle shingles to buster. Evaluation Report 3532.09.05-R11 FL5444- R10 Revision 11: 12/08/2016 Page 10 of 12 6.10.1 Hip & Ridge for HatteraSTM: 6.10.1.1 Option 1: Accessory for Hatteras sp, K Figure 15-14.• 18 three piece units separate to make 54.HatterasAccessory sbing4n 6.10.1.2 Option 2: Cut Hatteras Shingles 230 min) I I I I _._.-..I Pastierj460mm) ( 23mm460mm) Cap Cap Cap Shin& Shingle Shingle 93 lZNomm Figure 15-20: Cutllatteras shingles to make cow cap. Figure 15-21: Installation of caps along hips and ridges. 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastico NP171" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATtym, HIGHLAND SLATE"" IR: LOW AND STANDARD SLOPE: STEEP SLOPE: 230 mM (MO—) (230mn) 1 IZ{0 mmj 1• 1• p5 mm) (ZS mm) 3I9' 4"0 min) Miami -Dade rogWassixneila(Znails 1'(25 mm) installed over center M as ahavn). Figure 11-3: Use FIVE nailsfor every Highland Slate shingle. Use FIVE nails and BIGHT spots of asphalt roofing cement* for each full Highland Slate shingle. For Mlaml-Dade, SIX nails are required. Apply 1' diameter spots of asphalt roofing cement under each tab comer. Asphalt roofing cement meeting ASTM D45861ype H is suggested. MiamWM. ngU.M M r'd. tznab inctetled over rawer alaA m 4howN Figure 113A• Use FIVE nails and eight spots ofasphalt roofing cement under eacb tab corner. CAUTION: Excessive use of roofing cement can cause shingles to blister. 6. 11.1 Hip & Ridge for Highland Slate", Highland Slate TM IR: Refer to instructions herein for Cedar CreStTM, Cedar CrestT" IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, LLC. Certificate of Authorization #9503 FBC NON-H V HZ EVALUATION Evaluation Report 3532.09.05-R11 FL5444- R10 Revision 11: 12/08/2016 Page 11 of 12 rTRIWry I ERD 6.12 PATRIOT TM: LOW AND STANDARD SLOPE STEEP SLOPE Use FOUR nails for every full shingle located as shown below. Sealant 6-118' E(25mZm)T ` 1' (25 mmy-1( 156mm) 1 t T ( 631mm) (-11T 134,T (+ rm-) Use FOUR nails and four spots of asphalt roofing cement for every full shingle as shown below. Asphalt roofing cement meeting AlffNl D4586 Type 11 is suggested. Apply 1' (25 min) spots of asphalt roofing cennent as shown. CAUTION: Excessive use of roofing cement can cause shingles to blister. 1•-- 156mm) TT- H.'Ing Cement) I- 12-118' —j— 13-118' --1+- 12-IN M-) (333mn) (30amn) 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest'"", Cedar CrestT" IR, Shadow Ridge TM NorthGate or Shangle RidgeT"' hip and ridge shingles. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of 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. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 CA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.L.C. Evaluation Report 3532.09.05-Rll Certificate ofAuthorization #9503 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 12 of 12 vN1)r4t.4t 040/f EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada SCOPE: EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-112 FL15216-R2 Date of Issuance: 02/17/2012 Revision 2: 04/27/2015 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 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments 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. Trinity I ERD 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 "Trinity IERD 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 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59165, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 04/27/201S. This does not serve as an electronically signed document. Signed, sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, 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 guidance unless retained specifically for that purpose. ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, 1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 1507.2.3, 1507.5.3, 1507.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: gaiiii, Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42-inch wide rolls, and can be produced in various other sizes. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, 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 guidance 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 or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOFCOVER..OPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate or Shingles Shingles Simulated Slate RhinoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report 140510.02.12-R2 FL15216-R2 Revision 2: 04/27/2015 Page 2 of 3 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver; Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver; 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named CIA entity for information on plants covered under Rule 61G20-3 QA requirements. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 Exterior Research and Design, I.I.C. Certificate of Authorization #t9503 END OF EVALUATION REPORT - Evaluation Report 140530.02.12-R2 FL15216-R2 Revision 2: 04/27/2015 Page 3 of 3 City of Sanford Certificate of Completion ISSUED 11.30.17 PARCEL NUMBER . 17.20.31.5VC-0000-0040 PROPERTY ADDRESS. ! 3798 HANWORTH LOOP k PROPERTY ZONING '.;` : ° y'`' `SR1A Single family',' OWNER NVR CONTRACT` OR , . + s. a'; ,: (RYAI PERMIT NUMBER 'ti .},1/7-1 DESCRIPTION OF WORK NE11 CONSTRl1y(JI0,N' TYPE . OCCUPANCY -USE GROUP.'',, OCCUPANT LOAD . r In accordance with this Ce with Florida Building Code F) _. OMES a I NGLE FAMILY RESIDENCE a idh_-, l inspections for compliance erformedand approved. If the construction project was, permitted_ --and built under the owner/builder contractor exemptiorf-bf Florida' State statute; 489.103 _ refer to state statute A a regarding limitations on renting; -,lease or, sale pf this property. Approved Building Offici 1 DESCRIPTION AS FURNISHED: Lot 4, KENSINGTON, RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida, BOUNDARY FOR / CERTIFIED TO: Ryan Homes/NVR Inc. ADDRESS: 3798 HANWORTH LOOP LOT 3 im SH TrINSHTE D - RI PT PRIVATE ROAD)(80' WIDE) REC. 112" I.R. ( B.B.) ,S` 89*4051 " W 1.00' NON -VEHICULAR EASEMENT 46_71 60.00' 1 " REC 112" I.R. NO I.D. L = 10.02' o- \ P.C.) REC. 1/2" I.R. NO 1. D. D= '31 R=5.95.00" \ L=49.15' REC. 112" I.R. C=48.60' #4671 CB=N 69027'21 " W 7.5' DRAIN. ESMT. TRACT B LANDSCAPE, BUFFER & WALL) 7.5' DRAIN. ESMT. LOT 5 REC. 1/2" I.R. NO I.D. rI ft 0valwoo Z' HANIVORTH All L DOP 3 q g 4a nu)o PRIVATE ROAO)(50' WIDE) Le PROPOSED = FINSHED SPOT GRADE ELEVATIONS BUILDING SETBACKS: AS FURNISHED FRONT = 25PERDRAINAGEPLANSPLOTPLANAREACALCULATIONSREAR = 20' 1l= PROPOSED DRAINAGE FLOW IMPERVIOUS COVERAGE = 2,064t SQUARE FEET OR 28.2% SIDE = 5' FOR 40' LOTS LOT GRADING TYPE B lde'10001 LOT CONTAINS 7,326t SQUARE FEET SIDE = 7.5' FOR 60' LOTS PROPOSED FINISH FLOOR PER PLANS = 29.7' LIVING AREA CONTAINS 1,353t SQUARE FEET CONC/LANAI/PORCH CONTAINS 711t SQUARE FEET SIDE = 10' FOR 75' LOTS SIDE STREET = 25' CRUSEiVffErER-SCOTT ASSOC., INC. - LAND SURV TORS LEGEND - LEGEND - P PAL. 5400 E. COLONIAL DR. ORLANDO, FL. 328,07 (407)-277-3232 FAX (407)-658-1436PLAT F FIELD POINT ON LINE TYP. • TYPICAL NOTES: _ I.P. = IRON PIPE IRON ROD P.R.C. • POINT OF REVERSE CURVATURE POINT OF COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF CAC.M. • CONCRETE MONUMENT RAD. RAD. •RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES SET LR. . 1/2, IA. w/®LB 4596 N.R, NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SELL, THIS SURVEY MAP OR COPIES ARE NOT VALID. REC, RECOVERED WP, WITNESS POINT 3. THIS SURVEYWASPREPARED FROM TIRE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P. O.B. POINT OF BEGINNING CALL. • CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. - PA. C. POINT OF COMMENCEMENT PAR PERMANENT REFERENCE MONUMENT 4, NO UNDERGROUND, IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. 2 CENTERLINE NGD NAIL 6 DISK FINISHED FLOOR ELEVATION B. S•- B.SL. BUILDING SETBACK LINE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. R/ W RIGHT-OF-WAY ESMT, EASEMENT 911. • BENCHMARK B. B. BASE BEARING 6. DIMENSIONS SHOWN FOR THE LOCATION OF AIPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. Z BEARINGS, ARE RASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN, DRAINAGE UTIL. = UTILITY S. ELEVATIONS, IF.SHOWN, ARE-IIASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED, CL. FC. • CHAIN LINK FENCE 9, CERTIFICATE OF AUTHORIZATION No. 45.96. WD. FC. WOOD FENCE C/ o • CONCRETE BLOCK SCALE f-- 1" v 20DRAWN BY: '• I P.C. PONT OF CURVATURE P,T, = PONT OF TANGENCY DESC. DESCRIPTION CERTIFIED BY: DATE ORDER No. ARCILENGTH PLOT PLAN 04-18-2017 1349-17 D = DELTA REVISED STREET NAMES ONLY 05-12-17 C = CHORD C.B. CHORD BEARING REVISED PLOT PLAN 05-24-17 2104-17 NORTH FORMBOARD FOUNDATION/ELEVS. 06-21-17 2509-17 nNAL/ELEVS. 08-14-17 3367-17 M. THIS BUILDING/ PROPERTY DOES NOT UE WITHIN THE ESTABLISHED. 100 YEAR FLOOD PLANE AS PER "FIRM" GRUSENM R, R.L ` 4714 ZONE "X" MAP I12117C0090F (09-28-07) W. SCOTT, L.S 4801 Revision [11 City of Sanford Response to Comments RECO: DIng & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 17-1392 Submittal Date May 2017 Project Address: 3798 Hanworth Loop Contact: Vicky Otero Ph: 407-692-9850 Fax: Email: votero@nvrinc.com Trades encompassed in revision: IN Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: Move A/C Unit to Rear ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building