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2428 Princeton Ave 13-2361 NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 13100005 BUILDING APPLICATION #: 13-10000528 BUILDING PERMIT NUMBER: 13-10000528 UNIT ADDRESS: PRINCETON AVE. 2428 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS: APPLICANT NAME: SHAIRI MAHMOOD ADDRESS: 510 SANATA CT. WINTER SPRINGS LAND USE: SINGEL FAMILY RESIDENTIAL TYPE USE: WORK DESCRIPTION: CITY-SANFORD 1 \_ LbV2 013 CT102014 DATE: October 31-19-31-518-0000-0630 PARCEL: TRACT: efMlt. BLOCK: LOT: FL 32708 /3 5p0bqr & d O SPECIAL NOTES: 2428 PRINCETON AVE. / LOT 63 SFR FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing ROADS 705.00 1.000 dwl unit 705.00 COLLECTORS N/A Sin Family Housiing 00 1.000 dwl unit 00 Rle FIRE RE LIBRARY CO -WIDE ORD 00 Single Family Housing SCHOOLS 54.00 1.000 dwl unit 54.00 CO -WIDE ORD Single Family HoN Ang 5,000.00 1.000 dwl unit 5,000.00 PA LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUWD 759. STAT RECEIVEDTBY: /G SIGNATURE: PLEASE PRINT NAME) DATE:20(12 NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OV&ER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT NOTE** EMNACNIED FIS , YND FEES NATHE SIOLEOUTTYROAD, IRE/RESCUELIBRARAN/OREDUCATIONALL ISSUANCE OF A BUILDING PERMIT. rtxbUvb PJ<E ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. TR REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, 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 SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE 'i'OP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** 101 ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. SEP '? l p i CITY OF SANFORDb BUILDING & FIRE PREVENTION ERMIT APPLICATION Application No: ` ` Documented Construction Value: $ Job Address: -z4 -0 P01INQ5TV1r A1/8 Parcel ID: Historic District: Yes No I& Zoning: Description of Work: C0i1JqCZuGT A R15k1 Plan Review Contact Person: 5G177r IUEs% Title: P?651PA747 T Phone: 407-704-41343 Fax: 407-M -Z r4'7 E-mail: COM Property Owner Information Name M i4 H MQ0 b 59A I P j Phone: Street: '51 V 5AIATi4 CT, Resident of property? City, State Zip: u% kae- rZ QPalUGS : _ 3174 Contractor Information X/V Name M • ' %ii. /U to /CA(A4ff 5=. 44 j i" Phone: -407- 330 Z5_4 7 Street: Vii C*V5T14L F4-!5,7-YtEW F4 -!5,7-T' Fax: 407-530-2!547 City, State Zip: S &Qj FL 372-77S State License No.: G b(0Z01 D Architect/Engineer Information Name: P 6-. Phone: Ay -1-57Z ' SSS 7 Street: 453i " O0 -N '5P—_4T4 Fax: 4D7- <24 - 54 3' City, St, Zip: At onvyrr 5 i,y Ft- 5z_ -74E -mail: rix 1 70l l= cOMI Bonding Company: _ Tft Mortgage Lender: Address: /p, Z 4Wr?..r Address: OF 33 / 0 S'a. 0 5. PER T IN FORMA Building Permit 19 Square Footage: I b Construction Type: le y No. of Stories: No. of Dwelling Units: Flood Zone: yva Electrical 13 Plumbing New Service - No. of AMPS: 1510 New Construction - No. of Fixtures: 7 Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. 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. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. 3-13 $z3Zet Signature o Owner/Agent Date Signature Contractor/Agent Dat N'1 1tit m m l J^1 ' i c## -6t, S , W 7 Print Owner/Agent's Name Print Contractor ge 's Name at a of Notary -State of Flor Date S ature Nota -State of FloridDatea ADA C. CAMERON ADA C. CAMERON ADA C. CAMERON Commission # EE 185655Contrnlasion # EE 185655 u Ct)MmiSF.+'• rc rr '^s5 =April 1. 2016 ms 1.2016 Emir! €, gmdeOTbuTIgPonYmrsaEDt~>6 1013 (D -F BadadtWTv1FA ws+oe3**701? Owner/Agent is Personally Known to Me or Contractor/Agent is rsonally Known to Me or Produced ID Type of IDIO.1 6VeQQ 55/0-6',9Produced 1D Type of 1D 45S32'd APPROVALS: ZONING: AWt 6-d343 UTILITIES: WASTE WATER: ENGINEERING. /CJ /-/3 FIRE: BUILDING: COMMENTS: Rev 11.08 P%4Rib Ll I City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Us Wes T 7c- Firm: AddressV:et-) E4=4s4 City: State: Zip Code: Phone: 4V '33U 2s2ll Fax: Email: Property Address: 247,f3 Property Owner: Parcel identification Number: ,3 - °%- 3/_ JY% 8_ 0000— 063c> Phone Number: X07- 3,I U- 9 6 02 Email: The reason for the flood plain determination is: New structure Existing Structure (pre -2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076) OFFICIAL USE ONLY Flood Zone: Base Flood Elevation: 0-- Datum: - FIRM Panel Number: 12.,10 COp 70f Map Date: `fi, fZ$ Zoc 7, The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: 91loodplain floodway The structure is in the: floodplain floodway O The structure is not in the: ED-Roodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: Reviewed by: S , S Date: p 20 1AEngr-Fi1es\E1evation Certificate\Flood Zone Determination Request Form.doc G01C,4la D SEP 2 6 2013 CITY OF SANFORD 1 BUILDING & FIRE PREVENTION PERMIT APPLICATION 07 j ? Application No: , Documented Construction Value: 1 17 F1 Job Address: ?iJ Z0 NAN65-109 Al6r, Historic District: Yes No I& ParcelID: i g 3 / - i18 -O O l 3 D Zoning: Description of Work: CDNSCBUGT ?651,>brvCS Plan Review Contact Person: Siwr WEST Title: PW!-;1>6R1T Phone: 4g7.70Z - 4 X343 Fax: 447- M - z;47 E-mail: k1.5Wx72q RAQ l-# CON( Property Owner Information Name M J4 H M00 > 5gA l e l Phone: -407- 31 Z7- q(eQ Z - Street: 5117 5A114TA C T, Resident of property? : Alp City, State Zip: M11K/7E2 'PPA UGS. &_ 3Z7dg Contractor Information Name M • 5 W&,;] 1A) l d1(!)j ff_ S. (!%57' Phone: -407" 330 -Z,524 I Street: 1013 CP(571 1_ www EI V- Fax: -407-530-Z5-47 City, State Zip: '5AN O4FT> . FL 3277S State License No.: C&G b b ZOI O Architect/Engineer Information Name: 5, CI & L P L-, Phone:. A07— 5 -V —S -57S7 Street: , qvj SOy-rk( S g= 4 34 Fax: 40 7-- S.74 -54 34 City, St, Zip: Al,RPW VTC f X2' , f=L 57,714 E-mail: rb.' If ZO Mai, colli( Bonding Company: u Mortgage Lender: Address: J,rz z n 66-7e 1 Address: p cid A/ltu PERMIT INFORMATION Building Permit 13 Square Footage: 16139 Construction Type: le) No. of Stories: % No. of Dwelling Units: Flood Zone: A/D Electrical 13 New Service - No. of AMPS: I s'O Mechanical 0 (Duct layout required for new systems) Plumbing M New Construction - No. of Fixtures: 7 Fire Sprinkler/Alarm D No. of heads: 9 10649.4.E 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. 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. 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. 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 1 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. jNt [ yY1 m m fit_ 1-3-13&Illyd- 13/,, Zet siinaLie-df Contractor/Agent Dat A 1 rAF-t, -5:, W6157 - Print ComractorlAt;ertt's Name _ 23 -iti to ofFlom Date , S at&e No -State of Florida- LAFRON ADArAMF DAC CRIuQRON .. R f °= ACommAtssion # EE 185655 Co unissim # EE 856561QAC. ._ Com -in.. t. l`r, • -r`5 ° ,' Mies l n1, . Ex{+i Jr. Baidtt111ruTigFsi1, 2016 latsaE 7ES7019 naTgFaonlursv0315 B:n£•.' iBt ' Owner/Agent is Personally Known to Me or Contractor/Agent is rsonally Known to Me or Produced 1D Type of IDI& 6fg i SSV -S-2 — Produced ID Type of ID OJo 'd APPROVALS: ZONING: COMMENTS: Rev 11.08 UTILITIES: ENGINEERING: FIRE: WASTE WATER: BUILDING: Jv /1 SEP `? 5 2011 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Zq, arit7. y Job Address: 247-0 KINCE W AVE. Parcel ID: Historic District: Yes No I' Zoning: Description of Work: Cc AI grei1%b w 41/1/ae FA n a—Y A%1 k w40- Plan Revitw Contact Person: 56o7r WEST Title: Phone: 4117 - 70z, 4 143 Fax: 407-M? - Z,57'4'7 E-mail: /15u1 72 1 4a -CDM Property Owner Information Name M)18 MUdi> 5YAICI Phone: Street: '"117 5NJ4M CT, Resident of property? City, State Zip: I/r i v'rez 5PP4y6es _2_'7t70 41 X/V Contractor Information Name M, 5 i U C2212/C/R Z 5 lfJ i' Phone: -407-110-? Street: Wee WQ) Fax: .407– 3 3 0 - Z5_4 7 City, State Zip: FZr 37_77_S State License No.: C6C bhZ01 O Architect/Engineer Information Name: "r S. CA—1 L F 6-.- Phone: Aai-- 572 ( — 5-57,S.7 Street: 53i S00 -r( 5 9 4 M Fax: Ap7— <yl —SQ 3*4 City, St, Zip:ALU/U•i . ' a!5;ri- 3z-14 E-mail: Z0 L yl-= C'O/( T1 017 Bonding Company: NA Address: Mortgage Lender: Address: PERMIT INFORMATION Building Permit 13 Square Footage: 16 B 9 Construction Type: 15 r1C No. of Stories: % No. of Dwelling Units: Flood Zone: NC? Electrical Q Plumbing M New Service — No. of AMPS: 1'5'10 New Construction - No. of Fixtures: 7 Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: 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. 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. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. lid Z3 ZeI Signature rer/Agent atDateSignure ntContractor/AgeDat( Ai c##fZ, S rr- Print Owner/Agent's Naammee Prim Contractorge 's Name C. CAMERON M1 ADA C. CAMEROW ADA C. CMM RON l Commission # EE 185655 _Commission # EE 185655 A(rynjgc n•.:: rr •''S5 Expims April 1, 2016 AprP 1, 2ti18 Exrir• gmdedllruTigFihhar+ 701 BuitlydTMiTOFA11M el04nitQ nk. WI• Owner/Agent is Personally Known to Me or Contractor/Agent isrsonally Known to Me or Produced ID Type of ID96V S1.Q7 SS/(> -So? - Produced ID Type of ID oSo 'd APPROVALS: ZONING: UTILITIES: WASTE WATER: BUILDING: ENGINEERING: COMMENTS: Rev 11.08 FIRE: CONTRACT 2013-821-63 Agreement made as of August 21, 2013 between the OWNER, Mahmood Shairi of 510 Snata Ct. Winter Springs, FL 32708 and the CONTRACTOR, Michael S. West, President, M. S. West, Inc. of 108 Crystal View East, Sanford, FL 32773. Proiect Location Princeton Ave. Sanford, FL 32771 Parcel #31-19-31-518-0000-0630 Legal Description: Lot 63, Gardenia, Seminole County Florida Scone of Work Design & Construct a new residence for Mr. Shairi. The construction is to be based upon architectural plans by MSW Designs, Model 1357, approximately 1688 total square foot under roof. This work is for the new structure and improvements as outlined in the Cost. Cost The Overall construction cost is projected to be $129,950.00 based upon Project Specifications. The Overall construction cost includes the Design, Engineering and Lot Drainage planning of the new structure and the construction of the new Structure. A $2,500.00 non-refundable binder deposit is required to execute this Contract, these funds are to be applied towards the overall purchase price. Agreement CONTRACTOR accepts the relationship of trust and confidence established between him and the OWNER by this agreement. He agrees to oversee construction, and to be in compliance with sound building practices and in conformity with local building codes. The CONTRACTOR will use his best efforts to complete the project in the best and soundest way and in the most expeditious manner consistent with the interest of the OWNER. This agreement is a Contractual agreement. This agreement represents the entire agreement between the OWNER and the CONTRACTOR and supersedes all prior negotiations, representations, or agreements. This agreement shall not be superseded by any provisions of the documents for construction and may be amended only by written instrument signed by both OWNER and CONTRACTOR. Page 1 of 5 O ER initial MARYpNNF 111149E, WMINOLE COUNTY THIS INSTRUMENT PREPARED BY: CLERK OF CIRWIT COURT & CONNTROLLER Name: 1 .4.,q .l dG,r !s lyoi-r- BK WIN? N? Pq 05651 O pq) Address: E CLERK'S # 2013124469 i—[ 3Z77 110,111110:1) 09/P6/I'013 12:?P:14 Mil REWHOINO FFF4 10.00 NOTICE OF COMMENCEMENT RE131IMPI) BY T 5"th State of Florida County of Seminole Permit Number: 13— 93 tel Parcel ID Number: 3 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. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) w PJ Iran W GENERAL DESCRIPTION OF IMPROVEMENT: C,fy `rkyC r k AI EW !SIA16 CPF Icy SES I D . rt/C6 OWNER INFORMATION: Name: A A d Ad m D 59 - dZ I Address: a0 V. i C7, ull Ali fz S /<l/ rS , F7L 3 Z70 0 Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name: Address: 10f,? a V51t l VIEW Oki - — 5Rd1F2,e L> Fiu 32-77-3 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be serve as provided by Section 713.13(1)(b), Florida Statutes. • l Name: ` KYA p el Address:^ *, In addition to himself, Owner Designates ctERK F -Aral a .1 Q91011* t To receive a copy 41owOM6r•s Ni s t1bd in M Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording u4% a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best o knowledge and belief. a S 4 /r Owner's Signature Ownels Printed Name Florida Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." State of County The foregoing instrument was acknowledged before me thi% u day of , 20 by / %e/y d U //D' / /` r Who is personally known to me Name of person making statement OR who has produced identification 0 type of identification produced:>_I 11-7 ADA C. CAAtFRpM Camftm # EE 185655 Notary S aturey. l1, 2016 h tet0936S1919 ALWAYS 5ET TRUSSES PER LAYOUT AND ENGINEERING THAT ACCOI`1FANY THE TRUSSES AT DELIVERY Refer to truss engineering to veriFc all girder ply 8juantities and required nailing/ bolting pattern. Off PERMIT"# r3.23 HANGER SCHEDULE J L - SIMPSON HU526 3 NEEDED) J L - SIMPSON, HG-US26 -2 I NEEDED) BEARING HE IGHT5 T - 1'-0' NEIGPT 6-0' HEIGHT VERIFY ALL DI fEN51ON5, WALL HEIGHT5, BEARING CONDITIONS, NOTES, ROOF AND CEILING CONDITIONS PRIOR TO CONSTRUCT ION. W, w W W C. 4 33' THIS LAYOUT 6UPERCEDE5 ANY PREVIOUSLY RELEASED TRUSS LAYOUTS FOR THIS PROJECT. REL: S-6-13) REVISom- LOADING CRITERIA v. o=0 -!oma D= -AD LO -41D OT TOC-:oRD L IST L o_o OTTON CHORlD D= -AD LOAD Il TOTAL LOAD I' IIIA WIND 5 T AIKDARD SII w1\110?D 5 D 3 m-'.o 3UlILDI\G EXPOSURE 5 BADIM6 T' Ili 11, Il 11, Ili 11, Il 11. Il ll, 11 11, 11 11, II 111• Il ll IIIAt ' I moi': -11 Ile®i II Il T 7I ll 111eeee lleeeeee n, I//. 33' THIS LAYOUT 6UPERCEDE5 ANY PREVIOUSLY RELEASED TRUSS LAYOUTS FOR THIS PROJECT. REL: S-6-13) REVISom- LOADING CRITERIA v. o=0 -!oma D= -AD LO -41D o$.,. OT TOC-:oRD L IST L o_o 0611 OTTON CHORlD D= -AD LOAD ps. . TOTAL LOAD os.;. WIND 5 T AIKDARD w1\110?D 5 D 3 m-'.o 3UlILDI\G EXPOSURE 5 BADIM6 T' NOTE IT 16 THE IESPONWBILITY OP THE BWLDNG DESIWNER OR ARCHITECT To PROJIDE AN APPROPRIATE 00W0ECTION FOR Twee TO SUPPORTM 6TwCTUW PER REACTIONS GLiQ?N ON TwG6 ENGINEERING. SPECIAL CONNPERATIONS FOR MECAANCAL EOLIRMI AND/OR FLU MBING (AM THEIR OOHECrfON6I IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT T1416 COMPANY 16 A TRUSS MA,NPACTTUIER WON WSPON6I8ILITMO AIREE LrVED TO THOSE 0E6CR9ED N WTCA WWW 'DEGrk IEGPONWO LITIEW. ACGCI®MIGLY, IT DISCLAIMS ANY PESPONLIIBILITIES AND/OR LIABILITY FOR THE CONSTRICTION OESUK ORAWN66. DOCU MBNTS INCN.LLDING THE INSTALLATION AND BRACING OF TRU66E5 MAWFACTITI:D BY T4I6 COMPANY. ZX, 8 3.7 TYPICAL TRUSS END WARNING CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING I NOT THE RESPON61BILWr OF THE TRUSS OE61GK:R PLATE MANUFACTURER OR TRUSS MAAFACTIROk PERS" ERECTIYP rFkW E6 AM CAUTIONED TO SEEK PROFESSIONAL ADVICE w M ELECTION BRACING W4104 16 ALWAYS R GUMED TO PREVENT TOFMM AND DOMNOINC DARING ERECTIpie AND PERMANENT BRACING WHICH MAY BE IEOWRED N SPECIFIC APPLICATIONS. GEE 'GWDE TO GOOD PRACTICE FOR HANDLING. INBTALLNG. RESTRAINING N BRACING OF METAL PLATE CONNECTED WOOD rFAME6IEcomiENDATION6' NBC6( 2006) FCR RIRTFER IFORMATIOt Ts1UxE5 SILALL BE INSTALLED N A STRAcmr AND PLUrm PO6RION. W4FRE NO SHEAT14M W APPLIED DIRECTLY TO TOP AND/OR BOTTOM CWOi76. THEY 69ALL BE BRACED A6 GFEC17 ED ON THE ENGNEEIED DESIGN, rf%Aft6 6+W.L BE HANDLED WITIH MASCNOBLE CARE DU W4 E-MCTON TO PREVENT DAMAGE OR ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN, VERIFY SPANS, PITCHES, OVERHANGS. ELEVATIONS. & BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. THE TRUSSES WILL BE BUILT IN ACCORDANCE WITH THIS LAYOUT' APPROVED BY: DATE: 5GOTT WEST 3 %-: - MODEL 1351 r03 GARDENIA S-6-13 TH 6123 PERMIT #,-L - OFFICE L KrnnmrWrrrITWBuildingComponentsGroup, Inc. Dei H 2400 Lake Orange Drive suite 150 Orlando FL 32837 p'::.....•'• ' Florida Engineering Certificate of Authorization Number: 0 278 yam,••\' E Florida Certificate of Product Approval N FL 1999 33 : SCC •••` Page I of I Document ID: IUZF408-ZI 106161010 1 :• i 0.708 1 Truss Fabricator: Accu -Span Truss Conpany Job Identification: 6123 -/YODEL 1357 -SCOTT (BEST -- 63 GARDENIA (6123 -/YODEL 1 7OTS Truss Count: 25 t A • Model Code: Florida Building Code 2010 9.'•,C .• :5j" A Truss Criteria: FBC201ORes/TPI-2007(STD) s+S,Di Q•• G ` Engineering Software: A I p i ne Software, Version 13.01. *4 gyp`` Structural Engineer of Record: The identity of the structural EOR d i d not exist as of 0 112ER''* Address: the seal date per section 61015-31.003(5a) of the FAC Minimum Design Loads: Roof - 37.0 PSF p 1.25 Duration Floor - N/A Wind - 139 BPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the William H. Krick structure is the responsibility of the building designer/engineer of -Truss Design Engineer - record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet nest match the date shown 1950 Marley Drive on the individual truss conponent drawing. Baines City, FL 33844 3. As shown on attached drawings; the drawing nunber is preceded by: NCUSR408 Details: 1401SEC1-GBLLETIN-BRCLBSUB- Ref Description Drawing# Date 1 36638--A1 13249280 09/06/13 2 36639--A2 13249262 09/06/13 3 36640--A3 13249272 09/06/13 4 36641--D2 13249269 09/06/13 S 36642--D1 13249275 09/06/13 6 36643--D3 13249285 09/06/13 7 36644--C3B 13249268 09/06/13 8 36645-43A 13249266 09/06/13 9 36646--C1 13249279 09/06/13 10 36647--C2 13249277 09/06/13 11 36648--C3 13249278 09/06/13 12 36649--12 13249267 09/06/13 13 36650-41 13249276 09/06/13 14 36651 --EJB 13249281 09/06/13 15 36652--EJ7 13249273 09/06/13 16 36653--HJ8 13249264 09/06/13 17 36654--11.17 13249274 09/06/13 18 36655--CJ6 13249283 09/06/13 19 36656 --CJS 13249270 09/06/13 20 36657--CJ4 13249284 09/06/13 21 36658--CJ3 13249271 09/06/13 22 366S9--EJ3 13249263 09/06/13 23 36660--HJ3 13249265 09/06/13 24 36661--CJ1 13249286 09/06/13 25 36662--CJ2 13249282 09/06/13 6123 -/MODEL 1357 -SCOTT WEST -- 63 GARDENIA - Al ) Top chord 2x4 SP M2 Dcnse-13B Bot chord 2x4 SP_N1 Denso_13B :B2. B3 2x4 SP -M2 Dcnse-138: Webs 2x4 SP_N3_13B Lt Wedge 2x4 SP_M3_138::Rt Wedge 2x4 SP_N3_13B: Lumber grades designated with "1311" use design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.p1 25) TC- From 56 plf at -1.00 to 56 plf at 7.03 TC- From 28 plf at 7.03 to 28 plf at 16.50 TC- From 28 plf at 16.50 to 28 plf at 25.97 TC- From 56 plf at 25.97 to 56 plf at 34.00 BC- From 4 plf at -1.00 to 4 plf at 0.00 BC- From 21 plf at 0.00 to 21 plf at 7.00 BC- From 10 plf at 7.00 to 10 plf at 26.00 BC- From 21 plf at 26.00 to 21 plf at 33.00 BC- From 4 plf at 33.00 to 4 plr at 34.00 TC- 408.97 lb Conc. Load at 7.03.25.97 TC- 173.30 lb Conc. Load at 9.06.11.06,13.06.15 06 16.50.17.94.19 94,21.94,23.94 BC- 472.71 lb Conc. Load at 7 03.25.97 BC- 130.46 lb Conc. Load at 9 06,11.06.13.06,15.06 16.50,17.94,19.94,21.94,23.94 5X6= ADJACENT ROOF PLANE \ 5 X 6 3X4 3X8[11] n3X4[16] = 5X8= 5X6 3.79 ( SRS) = 5X6= J 4X6(F1) 3X8 1 t& -.p I_ 16-6-0 1 7-0-0 R=3205 U=443 W=8" (8" min.) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. 3 COMPLETE TRUSSES REQUIRED Nall Schedule:0.128"x3". min. nails Top Chord: 1 Row 012.00" o.c. Bot Chord: 1 Row, •12.00" O.C. Webs : 1 Row • 4" o.C. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. 139 mph wind. 15 00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B. wind TC DL -4.2 psf, wind BC DL -5.0 psf. GC i( Wind loads and reactions based on MWFRS. Calculated horizontal deflection is 0.29" due to live load and 0.37" due to dead load. Gable end supports 8" max rake overhang. Sec DWGS A14015ENC100212 b GBLLETIN0212 for more requirements Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 11] W3X8 3 44 L 1.25 16] W3X4 1.75 R 1.25 45] W3X4 2.25 R 1.25 5X64 [50] W3X8 3.44 R 1.25 3X8[50] a 3X4 -- I 6 5X6=- 3X4[45] 5X6(SIRS) = 3.79 T d._8-0-0 4X6(F1) 3X8 iii l p 16-6-0 _I 19-0-0 33-0-0 Over 2 Supports R=3205 U=443 W=8" (8" min.) Note: All Plates Are 2X4 Except As Shown. H Design Crit: FBC201ORes/TPI -2007 (STD) /, py''. PLT TYP. Wave FT/RT=2096(096)/10(0 QlS4/ TY:1 FL/ -/6/-/-/R/- Scale =.1875"/Ft. WARNING• NERD AND CONT ALL NATES ON THIS SIIEE,1 O TC LL 20.0 PSF REF R408-- 36638IYPONTIINT" FURWA NWARNING - DESIGN ,0 ALL CON,R•LLN INCLUDING INSTALLERS. •. Tru•.ee rep.re e•tr••• <e re In r•Dr .c•tlnp, n•rMll..v. <nlpplrp, .net•11 I'D ro Ore<.C: fpr t NiM • 1 fel Ie. the ,a. t .e.uen ...C3, (Dpl.e.nv Cee .nt 3..ety Inrerwt.oe. Dy Tpl .ro •,C.) ..r. O.708 TC DL 7.0 PSF DATE 09/06/13 prwtiee• prlor•to perlere.n0 tro•• rv.<t .tn• Inst•Il -11 pr-.- teeper•ry Dr•<.r.v r USI. Un,o•• tutee Otror.. s•, fp CrorO WII Mw preper.y •t •cope .tru<tur•I uw 't .ro -a- rorr w n.I I n.... proper.y .tt.<n.e r.v....... v Loc•t.o..e`•nwn r pere•,.••.t Iet.......t. t BC DL 10.0 PSF DRW HcusR4oe 1324s2110 I new Dr•c..9 .n•t•II•e p•r OCSI .oct.one 03. 07 or 010. .• eppl.c•DI• ALP I NE •nC t. Gefro(IT•000) 'ro- r......... .ny • Qj# BC LL 0.0 PSF HC -ENG WHK/WHK ny r...... ..........C„ .C.:• SI/Tp, M .. ...... o Dreq TOT . LD . 37.0 PSF SEQN- 522205Deon•. Nn,o•. not ee oan.r...e R•r•r ao e.•..,.v. loo• -z ror a ne•ro pI•ao po•.a.one. • NeF.,•+ w • (v I uildlnp Compononb Group ne. e.... n• or <oo. oww .o.t ...v ae... ro.<..` . ` ow pom`^,.on.I e.q l000r.nv % • pon..D.I.ty , T , tn• a ..vn .ne.n ,ro .D.I.ty .w . , ee..y. .ny .t,..• ( f . DUR . FAC . 1.25 FROM RF OEIanC10 FL 32837 ans .e.pon.osu.ty aro w.Ie.n• o...vro. p.r •Ns.nn , S« 3 For .nro.N.um w..: Tn ••e ••• r.. not • peve. IT•.000:.....a.e<m<eei 701: ... tpin or•. WC• ....Do.nwary.<o.: •• poet• FLCOANO278 ICC,-.......r..er• S/n.lw1 FN . SPACING 24.0" JREF- 1UZF408_Z11 b1Z3-/MUUtL 73.-J/ -JGVII Wtbl -- 03 LIANUtNIA - AL ) Top chord 2x4 SP -#2 -Dense -13B Bot chord 2x4 SP_#1_Dense_13B Webs 2x4 SP_#3_136 Lt Wedge 2x4 SP_#3_13B::Rt Wedge 2x4 SP_#3_13B: Lumber grades designated with "136" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 5X6= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.35" due to live load and 0.46" due to dead load. Calculated vertical deflection is 0.47" due to live load and 0.62" due to dead load at X = 16-6-0. 3X10(F1) 9 SS0712(SRS) — 3X10(F1) 8-0-0 1L&P 1 16-6-0 16-6-0 7-0-0 19-0-0 7-0-0 33-0-0 Over 2 Supports R=1315 U=144 W=8" (8" min.) R=1315 U=144 W=8" (8" min.) RL=186/-186plYunnWrprrnp Design Crit: FBC201 ORes/TPI - 2007 (STD) IPS P,.....;• ' 1 '/i, PLT TYP. 18 Gauge HS, ave FT/RT=2096(096)/10(0) a _Y:15 FL/ -/6/-/-/R/- Scale =.1875"/Ft. WARNING" READ AND FOLLOW ALL NOTES on THIS SNEETI . • TC LL 20.0 PSF REF R408-- 36639IwPORTANT" FURNISH 1HIS DESIGN 70 ALL CONTRAC70RS INCLUDING INSTALLERS. A • TIN•N. .e.u.re oatr.ee c.r. ,n l.Dr,t.t,ro. roM„r,y. .M1.pp lrq, Imt.111r.p Aro Dr.c„p, CCC r t•,n0 • •? tro ,«.a ..,t,w er sc31 (De.1.,.p Ge.Pe,..nt s.rar lore..«.en. br TPI — WTCA, .r«. 0.708 • TC DL 7 . 0 PSF DATE 09/06/13 P%. Ic s p11o1 to pe,lor.,np trowo I on Imt.,,..w .M1.11 p,ov..o 1-1.11 Dr.t.rq , BCS. U....rotoe otne..,m ae- tro. .n. ... P.o..r . o— pow..........n. • ePe p.epo-, . ne. v.a : . M1, q L t, .M1o.n , pe...n.n.t.. , .e.tr .s. . BC DL 10.0 PSF DRW HCUSR408 13249262 11 n..o D 46< m. Ie. par SCSI .ott.w. 03. •0T or 010. ..o.ppl ob— • • P ALPINE In C—t. G ... P I« (ITRDCG) wn.11 net m .nr M1, eA..- S aT BC LL 0.0 PSF HC -ENG WHK/WHKpeM1ablorer .w,«loo r t F nr r.,,,.r• a 1w.,. tro t.... ,n co,.ror..roo e.tM1 ANSI/TPI, 1. or I,— M1.,.e1,nv. .M1lpp..9. In. 11 e,•• • Dr ".1 a p A -.y P1.1.1 to o«M1 1«..r 1.N...ne Pe•,uen « wro.n Aro.• .n. TOT. LD. 37.0 PSF D.t..,.. 1..,:. -,-sten earo,...• R.I., t. ..... , . ISOA.: fpr .t.ro... p..t. pe.,t,en.. • '•4' ,. SEAN - 522213 C:: q or cov.r wv 1,.t ..q ann .,•.Irq. ,n..ww. «topu,.cs or Prorow.lonu a.q,ne.r„y V vI6NNldinpComponentsGroupFit. ,e.po,.,D,1.ay .o1.1r .e. tro eo..vn .,.p.,, lro w,t.b.,lar ,,,. ,,,, e! t . ee.,o. re..nr . ,/l+ •• ,••• •' DUR . FAC . 1 .25 FROM RF tro r••,.Ib,,,tr or tro vN,1e 1,q Oo ,r p.r AN 11 1 S•e.I. ler ro . ,n.ore.t ,on ..e Th.. ebu•• Orlando FL 32837 veno . p•o•• IT0.0CG ro..toot -oo; 7PI: ew.tp,mt.o.0. RICA: .....D ._.trr too. FLCOA#0278 IGGr-.- 1tt•e.....D . _s/Q aL N „,,,, SPACING 24.0'1 JREF- lUZF408_Z11 blZ3-/MVL)tL 7357 -bt;VI I Wtbi -- W IiAKLIMA - A3 Top chord 2x4 SP_#2_Dense_13B Bot chord 2x4 SP_#2_Dense_13B Webs 2x4 SP_g3_13B :W2 2x4 SP_#2_Dense_13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Gable end supports 8" max rake overhang. See DWGS A14015ENC100212 b GBLLETIN0212 for more requirements. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 10) W5X8 S 1.25 5X648] W3X4 1.75 R 1.25 Z Yd i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.00 to 56 plf at 3.03 TC- From 28 plf at 3.03 to 28 plf at 5.06 TC- From 56 plf at 5.06 to 56 plf at 16.50 TC- From 56 plf at 16.50 to 56 plf at 34.00 BC- From 4 plf at -1.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 3.03 BC- From 10 plf at 3.03 to 10 plf at 7.00 BC- From 21 plf at 7.00 to 21 plf at 13.33 BC- From 20 plf at 13.33 to 20 plf at 19.52 BC- From 20 plf at 19.52 to 20 plf at 33.00 BC- From 4 plf at 33.00 to 4 plf at 34.00 TC- 97.51 Ib Conc. Load at 3.03 TC- 64.22 Ib Conc. Load at 5.06 BC- 122.34 Ib Conc. Load at 3.03 BC- 51.31 Ib Conc. Load at 5.06 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 3X4 (A1) = 3X4 3X8= 5X6= 3X4[481 = 3X4 (A1) 5X6= 1t&&-6-4-0 alp 26-8-0 TF2-P 8-0-0 I cc 16-6-016-6-0 7-0-0 6-4-0 4-8-0 _6_ 13-5-12 Le 33-0-0 Over 3 Supports R=326 U=19 W=8" (8" min.) R=966 U=125 W=8" (8" min.) R=1758 U=216 W=8" (8" min.)pNf11F11Nl7d/ryd)I Note: All Plates Are 2X4 Except As Shown. H, Design Crit: FBC201ORes/TPI -2007 (STD) ;..•••••••.; 1 y PLT TYP. Wave FT/RT=20%(0%)/10(0) ! . Y:1 FL/ -/6/-/-/R/- Scale =.1875"/Ft. WARNING'• READ AND FOLLOW ALL NOTES ON THIS SNEETI IMPORTANT" FUNNISN TNIS DESIGN TO ALL CONTRAC704S INCLUDING INSTALLERS. t. ; : TC LL 20, 0 PSF REF R408-- 36640 Try„oe roeu,ro •etre•e ,n .......... R. C b•ne1, emt • Fele. t» ,a. t .elt,en er RCSI (0161•„p C.onont sero yo:•a1ebyyvTPI 1Z';;'C.9; *:':z 0.708 1 ? C DL 7.0 PSF DATE 09/06/13 pr•btloo• D, for "to porro,•,ry a,rew Iuneaion, In.C•„er, N•,1 Drovree te•Dbr•ry b clop DCSI • Un, rod Oanerv, OKD•OorO ,h bevo p,ope„y III - P L ¢npe e, ure, ." bmp •ne bort cl1ire Z. prop•,,' ; r,•,p ::l„r,p Loc•tron `.M•n ; "De„ergot I:te,el roe .o.•R. • BC DL 10.0 PSF DRW HCUSR408 13249272 o b ....D ,n.u„be per DCSI e•ctlonw 03. IT o, 810. • wo P1.1-1. ALP I NE In D .1e1 q c -t. G, Inc (IMOCG) ,N•1 et by r......... r r •ny e.",.albv • SAT O Q : BC LL 0.0 PSF HC -ENG WHK/WHK ny r•nmo to ee,1e a"e t,"., re cenre...neo •rab'ANSI/TDI ,, o, ror b•rg1„q, ,n,pp,n n• tea. ' poro `:e1a,: ,A'"° o ""A`: Q` • TOT. LD. 37.0 PSF SEAN- 52235320dinpComponenaGroupne. e,•.Ir,p p• "" '•°'°' , t,.,o t ,. e,..,,q, n" , ,-pty,.nce b1 oo1.F, ion., onpfne.,rno o • iv , e• Dee.,bll.a' w y ro: tNe eo,.on ebe.n. ',,,b`;,,;t.b,,.ty .ne ,.. , e..,pr e, .ey . , t .. •• \ OUR. FAC . 1.25 FROM RF pe^„e„Ity o1 u.e Ru,Ie.np De„pn•, per AN51/T I , s.e : fe, In ror..tlw • `Tn . ••• IN•••' Orlando FL. 32837 ea e. S FL COA NO 278 'a:r:.. ,eb :aa: oln. vee..... .eeo•eo•: M. .e•.aD.n.t.erv• •TCA.•"i•oi ,bb,neb.t,r e G 4- SAO ILI A/1 ` '\• ,` 6/7019SPAC I NG 24. 0" J REF - 1 UZ F408 Z 1 1Y0ff11/0- 1, blZd-/INUUtL 73,/ -bLVII Wtbl -- b3 GAHULNIA - LIZ Top chord 2x4 SP_#2_Dense_13B Bot chord 2x4 SP_#2_Dense_13B Webs 2x4 SP_#3_13B Rt Wedge 2x4 SP_#3_136: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC a) Continuous lateral bracing equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 9) W3X4 2.50 R 1.25 4X6= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C81C member design. Calculated horizontal deflection Is 0.16" due to live load and 0.20" due to dead load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4X6(AN) = 3X10(F1) 3X8 /// 8-0-0 13-4-0 13 4-0 13-5-12 1_6.4T 4-8-0 7-0-0 26-8-0 Over 2 Supports 311 R=1070 U=118 W=8•r (8r• min.) R=1075 U=119 W=8" (8" min.) RL=161 /-161 H. Design Crit: FBC201ORes/TP 1 -2007 (STD) WON.. PLT PLT TYP. Wave FT/RT=2096(096)/10(0) &Y:3 FL/ -/6/-/-/R/- Scale=.25"/Ft. READ •• IDPOR7ANT•• FURNISH 7H Is DESIGN 70ALLCLLOW ON71tACCALL I C UD G I S7AL'ERS. ;' • ; TC LL 20.0 PSF REF R408-- 36641 Tru • roes r.:.arses c.re rn I.brre:4-. n.nel.np, .M1rp _ .n.l. •n.ne er.e •,rp a. pyrew .erar.n DESI (Darier p C...... S....y rn.ar..'IbY-71, I ...IC.) r 0. 708 1 TC DL 7.0 PSF DATE 09/06/13 o porlor •rnp aM1ow Iurrcl lanes. I—....... • . proare. lo•p.r •rynbr .c lnp PIOCSI.. Unl noto0 •ot M1orO•.e. leC e,or M. o. Pre« ey . .tM1oerw awr., .M1 •n: • bett re• w p.oporly . . M1ee •are . i p t wM1o.n p•r..n.nc .a.r I rear P BC DL 10.0 PSF DRW HCUSR408 13249269In.a• crop r rn.e per OCSI .xuon• u.•n . DID. ..".pp....... w • S • 3 ALP 1 NE IT. a .lee q C we .na.aDV•e0 1 IIT•OCG) , . I t m r..pe;.lole r.r .ny e.vl.tl•n rr h.. e.jpn S AT BC LL 0.0 PSF HC - ENG WHK/WHK y r. repro to Bane aM1. r .. In eonro... M1 .Ns vTPI a, e r r M1.ne1 r.rp. .M1 1ppr In • $ Ing .I a.....w. .pply pl.t., t...aM1 ..r a..., .no p.,ll•en ., .M1..n .b.v..ne ,n t +. P TOT . LD . 37.0 PSF SEQN — 522333Det.11s. Orel•.. n.lN .tMr•rb Do/.I aor• r.•Inps 160.•2 IOr .t.ne.r0 pl•lo p..IClons. . •.. Rkp.I.".Ion.lepineerinp Ab [ ` DUR.FAC. 1.25 FROM RF 2e duw"'. Components Group rep. e.pen..bll1••0 o ro.ttrnD. sol" erten lo.i. rTM1•cw la.b l at.rw °we o • e..1 ror .• •• • • r r ..pre . y pre . ne . •• .• tM1s rewp.n.l e.I lty er tM1. D..uelnp Dpupno. ror .xslnPl l Sec. T.b Eer nor rnrorru... w tT•ten•••• Orlando FL. 32837 p.nor.l , Pro•: In.ott:....a.ba0•a... TPI: .w.ap.n.a.ere. WIC. ....belnea.trY ca. FLCOA#0278 ICC. _7 .......r• S/QNAL SPACING 24.0" JREF— lUZF408_Zll 6123 -/MODEL 1357 -SCOTT WEST -- 63 GARDENIA - D1 ) Top chord 2x4 SP_g2_Dense_13B :T4 2x4 SP_N1 Dense_13B: Bot chord 2x6 SP -SS -13B :B1 2x6 SP_M2_13B: Webs 2x4 SP_M3_13B :W5 2x4 SP_N2_Dense_13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.00 to 56 plf at 7.03 TC- From 28 plf at 7.03 to 28 plf at 13.33 TC- From 28 plf at 13.33 to 28 plf at 20.45 TC- From 56 plf at 20.45 to 56 plf at 27.67 BC- From 4 plf at -1.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.03 BC- From 10 plf at 7.03 to 10 plf at 15.00 BC- From 10 plf at 15.00 to 10 plf at 19.67 BC- From 21 plf at 19.67 to 21 plf at 26.67 BC- From 4 plf at 26.67 to4 plf at 27.67 TC- 382.10 lb Conc. Load at 7.03 TC- 171.15 Ib Conc. Load at 9.06,11.06,13.06 TC- 264.07 Ib Conc. Load at 15.06,17.06,19.06 BC- 494.27 Ib Conc. Load at 7.03 BC- 127.29 lb Conc. Load at 9.06,11.06,13.06 BC- 131.98 Ib Conc. Load at 15.06,17.06,19.06 BC- 611.51 Ib Conc. Load at 20.45 ADJACENT ROOF 3X6(A1) 4X6= JAIVLVJ = 8X10= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 2 COMPLETE TRUSSES REQUIRED Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row 012.00" o.c. Bot Chord: 1 Row 012.00" o.c. Webs : 1 Row 0 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Calculated horizontal deflection is 0.17" due to live load and 0.22" due to dead load. Gable end supports 8" max rake overhang. See DWGS A14015ENC100212 & GBLLETIN0212 for more requirements. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. JT No 6) 15) PLATE SIZE W3X10 W2X4 LATERAL CHORD SHIFT BITE S 1.25 S 2.75 3X1O(A1) e -z B-0-0 2X4[15] III 1 1 I cc 13-4-0 13-4-0 311 13-5-12_6_ 4-8-0 7-0-0 26-8-0 Over 2 Supports 31.1 R=2564 U=352 W=8" (8" min.) R=2651 U=369 W=8" (8" min.) v 1µTumµrrhn Note: AllPlatesAre2X4ExceptAsShown. Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. 20 Gauge HS, ave FT/RT=20%(0%)/10(0) o t i1_11114 1''1TY:1 FL/ -/6/-/-/R/- Scale =.1875"/Ft. WARNING•• HEAD AND CONT ALL NOTES a+IN15 sSTALL • • , '• TC LL 20.0 PSF REF R408-- 36642 IYPDR7ANr•• .UNMISNTNISDESIGNi0ALLCob1NACT0NsINCLUDINGINSTALLERSNj11 .s•. Irs ertr••o ur• In I•en e•UnD, ror,. nry, .blobLq, ,mt•„,.p •ro Dr•e ,.q. I : 4,v • aro a.• a •Ola,on er Dcsl tb,lel,y Ce•Pen•na s...ay In.er..a.on, by ,PI .ne Wrcq .-W , . TC DL 7.0 PSF DATE 09/06/13 P••calw• br,•. co a•ror.l.q a •e nlon•. In•a. n•.• •b• , P•o.,eo a•,.ber•ry br•c l.q r DCSn o. 708 U,.1„• role. oabA-_ aeb cro •b ,,. b.owr,y •a ebeelwvucaor.l .ro•.`Iry •ns ee ro b•w . v.eb.r,y •ca• bee .wleoo .q. L•e•taon•a,•,be•n ror bors.ronc , r .ar nc gee. a BC DL 10.0 PSF DRW HCUSR408 13249275 roll b• v br•elnp In•a•Ile. b•r KSI ••ellen• Ds. •T or •10. •w •pp,le•bl• • ALP I NE ITV 9 .....9 C -a. G.e.P I- (ITWDCG) .ron roa m IA....... r.. •.y ..vl.alon , abl. q avn BC LL 0.0 PSF HC -ENG WHK/WHK ny ql,. r• ao b.,,. aro tr•.• m <•nfw••rKs •Hb ANSI/TPI 1, or rer b•MII,q. sb 1pp,np, 0 i q: br•cl„0 er ar..... Apply b,.a., ae ..eb r.e. er 1...• .,.. b...a,o,....be.n .be...ro bn ' • . Q C TOT . LD . 37.0 PSF SEAN- 522322 0.c•n •. ,..I•.• rolls •aro..,v. bier as .r•., • a•DA.Z rer +<•w•.. b,•a• p••,alon• A • L. _ or cwo wv 1,•u •,• ab,. .r•. Lq, •cewc.roe er p.•r•.•la.•, s,glroo,rq . • `/ I BYlldlnpCOmpOn•nb Group nG• r•.bs..,bu,ay .el•y nr aro e..,vn .no.n. Tro wll.el nay •w w• or ab . s•1m ror •ny . q aa1• O ( rj DUR . FAC . 1.25 FROM RF abs r•• be,.•,b,ncy •r cro bnel.q D••,•ror ar ANSIM. a 5•c.2. Fer s e Inrsr..alo,. • , •• e•• Orlando FL, 32837 vnsra ro 1 wv ,TWNCG. ro•.,a•ecv - T,. .•..aP,n•a.erv: WTCA:...-.Z..ary •••o•N FLCOA#0278 ICC: •••.ICC"r•.•.v 91nMrw G G SPACING 24.0" JREF- lUZF408_Zll 6123 -/MODEL 1357 -SCOTT WEST -- 63 GARDENIA - D3 ) Top chord 2x4 SP—#2—Dense-13B Bot chord 2x4 SP_#2_Dense_13B Webs 2x4 SP q3 13B Rt Wedge 2x4 SP_83_13B: Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC a) Continuous lateral bracing equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 91 W3X4 2.50 R 1.25 18] W3X4 2.25 R 1.25 4X6= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C81C member design. Calculated horizontal deflection is 0.16" due to live load and 0.21" due to dead load. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 4X6(A9R) 3X1O(F1) a 3X8 & 8-0-0 L 13-4-0 13-4-0 I fE 13-5-12 _11-6-41` 4-8-0 'T` 7-0-0 1 ME 26-8-0 Over 2 Supports R=1071 U=0 W=8" (8•• min.) R=1013 U=0 W=8" (8" min.) RL=149/-154 Kiln+nmwn...._ Design Crit: FBC201ORes/TPI -2007 (STD) ` v;,.••••••••. PLT TYP. Wave FT/RT=2096(096)/10(0) `131! :2 FL/ -/6/-/-/R/- Scale=.25"/Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI IYPDRTANr•• FURNISH TRIS DESIGN TD ALL CONTRACTORS INCLUDING INSTALLERS. : : TC LL 20.0 PSF REF R408-- 36643 Tr esus raepl,• •.tros • . m pprleµLp. Nene, .rq. Mlpp l,q, Imu.l.....1 er e,..p 41... . ie .3tD. I ••t salt... o: WCSI tD ilei a ce.N.endnl S.r.ty In..r.a,e.. by TV, % nCA' . Fay 0.708 DL 7.0 PSF DATE 09/06/13 prKL...• prl•r to pd•I.r•Ine tMN Iu«Cion•. Inst.11dr• M 1 pr.vle• twpo,•ry Dr•clnp KSI. R pr. -,.y -L p.... ..... .. "'"• ee ey C° • BC DL 10.0 PSF DRW HCUSR408 13249285NILMwpr—,:y •tt6D•e . e.0 c Il.q L«HIe..••De.n r p•rgrwnC 4t• I ro0• si64 sF 1 D••. lnp n.t•lIN No, RCSI wct Ions RS. RT er RID. •• .pplle.e l• • T S ALP I NE in 006 -ng C-• Groep Inco 0T -KG) .n .D,t D. r..p.n•IDI. rer •ny a.vl.tle r . ep.•1b S A I 0 BC LL 0.0 PSF HC -ENG WHK/WHK ny /•liar. to Delle tM P.O In c—rq«o I—-SI/Tol 1. M r.r D.MI lrq, •Dlpp load Inert 1 • Dr... -9 er t.....• Apply pI•t•. t. •eD r«. e. t.p•..w po•Itlon .. a.e.n .D.v..ne m tD• ,ml TOT . LD . 37.0 PSFD.t.II. en l... n«N •tMr.l•• R° r — er..l..e. 1WDA.2 r., .t•ne•r0 pl— pp•It len,. . •d•1,L,"'`l SEAN — 522 342706611dingCOTQOAONDTGroupNG. e...l..e °, covor Fide° le unp rods er•.Lq. 1..°Ic:. t •e -pt *r p•eF`olwl •^vroD r a'1y't . din. ••°• po...Du. y uldly . Do es..Wn .Awn. I- .D,llty ..w .. oI 1• e.Ner. •ny • «t ! •..e.u.pe• ` DUR . FAC. 1.25 FROM RF Orlando FL 32837 tM rop.n•IDlllty eI tM O I Ulnp D.•len.r wr ANsln I 1 S«.2. Fe, ... Inlor••t ion v `TDI. /`' _{` FLCOA #0278 ,u • weo; elT•. DCG: w.. t.«D ew. 1pl ....tpin•t ere: ntA: w. .«IMu•vy a V,o 1 t 9iobno I SPAC I NG 24. 0" JREF- lUZF408 Z11YL bl2J-/MVUtL 13b/ -bUVII Wtbl -- b3 1,AKULN1A - G3C Top chord 2x4 SP_#2_Dense_13B Bot chord 2x4 SP_0112_Dense_136 Webs 2x4 SP_B3_13B Lumber grades designated with "138" use design values approved 1/30/2013 by ALSC 1-11) = (J) Hanger not calculated (2)2x6 SP_p2_13B supporting member. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4 III 4X6= 1- -9 9-5-7 II 0-0 2X4(A5R) c7- 0-0:1.) 5-1-10 0-11-6 5-3-2 0_y_lq 6-1-0 Over 2 Supports R=305 U=26 W=8" (8" min.) RL=75/-33 R=220 U=36,mme wnPn II H=H1 oP , lv H. Design Crit: FBC201 ORes/TPI - 2007 (STD) ' .••••'•••..;1'' PLT TYP. Wave FT/RT=2096(096)/10(0) `Bt!I.. COVY:1 FL/ -/6/-/-/R/- Scale=.5"/Ft. wARHING READ AND FOLLOW ALL NOTES ON THIS SHEETI• • REF R408-- 36644IMPORTANT•• FURNISH THIS OESIGN TO ALL COMMAC70RS INCLUDING INSTALLERS. . • ` TC LL 20 . 0 PSF Tre•»• .--1. •arae • - ,epr,ea,nD. pe» n• ' Fella. t » I.t.,a »Itl•n o:r•csl De,lel I.n•:. IPo.np. , t.11lnp . pr.pl q. R • 0. 708 ? DL 7.0 PSF DATE 09/06/13n• Ce pan»c S ,aY Inrer»tl»• •r TPI •ne AICA) ro • y P'. pale• to »rlore,rq — ,unc on•, ln.t...... »• 1 pr—... te.••ry —.1.9 RCSI • Vnl.. rot» ot»r.l w. cep core •X•11 n re prewrly .tt•cn»'• pctp••1 .»•:1., •,.e putt tcy p . n.n n • p.a•er,y •a•cNo• .,•1• c .q. Lac a •ne.. r »...»nt la•••1 .»v.I oi on• a BC DL 10.0 PSF DRW HCUSR408 13249268 c,..• In,aa l» »r .CSI ••pupa• 03.e•7 e. D,O. •.e•ppO—III.. ALPINE M117 wIl•I q Gt»e ant. Group Inc. (17DBCG) .p.11 Nat » •••pe ,lpl. rar .ny eevl.t,pn Fro. l-"Ibn S AT : Q BC LL 0.0 PSF HC -ENG WHK/WHK y r..,e.. to W"d t„a tr... In aen,er..nt...tp »51.7.1 ,. er re. ,,..,Iny. .,,Ipplrq. Ina 1 ; P Appy pl•a•. to ..cp ,»o er a.••..ne p•.Itlen ...I,e.,, .pp,,. .. pn I, {y . TOT. LD. 37 .0 PSF SEAN- 522289Mc. a •. ,..1•.• ..ot•e oaNe..l». R•,•r to er•.Iny ,•W -i ,er a.w.•e pl•ca p»Iclw.. A »•1 • I pr..lnD er to .. »p. I,.alnp an,. er.., q. ,n•It.a., .c—p—c. pr.,....— »•In..rl DUR .FAC . 1.25 FROM RFIBuildingComponenoGroupne. er ,,,tee„ ee •, n° '••• •,•' e.pe„•Isu ltr » oly r tNs eo.,•n •New.. 7N• . ,ay .w a or t1.I. e.am r .,.y . •••a •• Lr Al—I.—Illy •, — Dunel„p Do.,•nar »r 1NSI/711 , S«.R. For r Inrere•tlw. • tTh.. Orlando FL 32837 tD.M.r•1 ne • »D.' I7• -DCO: •...Ia•pc• ca•. TPI ..• ap.n•t-9. RCA w.—holN.try.cp. SS ON / { \`• FL Con #0278 1CC: ..e.,«••,• er• ML a` 9/06/201 SPACING 24.0" JREF- lUZF408_Z11 07ZJ-/I1ffUUtL l3S/ -JLUII Wtbi -- b3 GAHULNIA - UJA Top chord 2x4 SP_#2_Dense_13B Bot chord 2x4 SP #2 Dense_13B Webs 2x4 SP #3 13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC H1) _ (J) Hanger not calculated (2)2x6 SP_#2_13B supporting member. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 15) W2X4 S 2.25 4X6 - THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 3X4 1- -2 8-9-13 III 8-0-0 2X4 (AR) = Lci -0-0::--j 3-1-10 2-11-6 3-3-2 2-9-14 6-1-0 Over 2 Supports R=305 U=36 W=8" (8" min.) RL=50/-24 R=219 U=30y(n+•mrEuprlr/ H=H1 ASA H• i Design Crit: FBC2010Res/TPI -2007 (STD) •.••••••••.• 4 PLT TYP. Wave FT/RT=20%(0%)/10(0) ! Y:1 FL/ -/6/-/-/R/- Scale=.5"/Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI •V, • TC LL 20.0 PSF REF R408-- 36645IMPORTANT•• FURNISH 1HIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLCRS 1rufNf rpu.r• ••t,•N C• s In reDr lcet .rq. n,M,lrq, •D 1ppin°. Inst•„I,q •n0 br•c l,q, r to 1b = tM1. ,a. N,t..n .r'.GSI (DD.,e. q Co.NNnt S.—, Inre.NUM. ey ,.I .n• WTCA, r :.rad• O.708 1 ? C DL 7.0 PSF DATE 09/06/13 P,ec;•Co Drlor•to Nrler•I,q tNN r Inst•er w 1 P-1 tNpfroy D •C ,.q OCSI • Unl notoe otMr•.s tep P,q,e wM111`Mw Properly • cM1N uCtur•1 fM•tM1ln° •N Pott P.eN.11 ; .PI..• ,.°let 1...° Lec `:M1e.n ; ; pe.Nn.nt ,.t.,., ,..t..l BC DL 10.0 PSF DRW Hcusaeoe 13249266 fn•„•M1fv er•e .,.p .nfa•„•e per KS 1 ••ctlonf 03. 57 e, 010. No• Pp1luDlo. TALPINEInDNlleln° ce•nent. Greep Int (ITIpCG) fM1.11 et ee re.penflble r , •ny e.•I.tlon .ro. I. -%n S A I Q : Q` { BC LL 0.0 PSF HC -ENG WHK/WHK ny rellvre ao WI,e tN troll In eonroryr.C• eltM1 ANSI/1P1 1 or ror n,ro 11n°, ,M1 Ipp l.p. In•t 1 brK ln° oI tr uef•f. Apply pl•N• ao NCH rico or troll foe peatlOn •f fM1e.n .Dov. •..e on tN 1 • w ; TOT . LD . 37.0 PSF SEQN - 5222850.t•1,•, vn,a•• notae ether•. N. R•r•, to .... 1”. 160A.Z ro, --rd plat• psfJ <len•. A N• /- e, e... p.°. , I.t` q aM1l. e,.•,n°. , Itw.. •ttNt.ne. e. p.',... ,ene, p;n„r„o we •' DUR .FAC . 1 .25 FROM RF2L.. compononb 13 up nc. ;,,F DCI Ity N y ror ti e•f.°n bf e. TN •Dlnty •,.e uN o 1, eNlo. ,ny ,t,llet •••• •• tM r••penfIDIIItY eI tM Wllelr.p 0.f1°N, per ANSI/T 1 l Sec.=. For •• s Inlor•etlon w iH1f( •••It•.•• OrlandobOA NO 2781 ICC: - r*y 9In.°” ... 1`.e`°.`o.` TPI ....`el".` .,°` m`A ... •D`I"w".y `o.' '' •+IONAI FioxAnnl SPACING 24.0" JREF- lUZF408_Zl lICC: . IeeN I• 01ZS-/mVUtL 73J/ -ZA VII Wtbi -- b3 GAKUtNIA - Ll Top chord 2x4 SP_#2_Dense_13B Bot chord 2x4 SP_N2_Dense_13B Webs 2x4 SP H3 13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC See DWGS A14015ENC100212 & GBLLETIN0212 for more requirements. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. PLT TYP. Wave ZALPINE lduildinq components Group nc. Orlando FL, 32837 FL CoA N0 278 4X6= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. 2X4(A1) = 2X4 III 2X4(A1) LC' -0-0--j LI -1 -0-0:J 1_ 3-0-8 _I_ 3-0-8 _I 6-1-0 Over Continuous Support R=95 PLF U=12 PLF W=6-1-0 RL=8/-8 PLF Design Crit: FBC201ORes/TPI-2007(STD) FT/. RT=20%(096) /10 (0) WARNING•• READ AND FOLLOW ALL NOTES ON THIS SNEETI l` IMPORTANT•• FURN ISN i"IS DESIGN 70 ALL CONTRACTORS INCLUDING INSTALLERS Lw reRa •e o. vow c•ro In f.•rl<.tlnyVCA), h•Mllrq. wh,PPhq. Imt•Ill,lyT•,D • ce roues th. 1•ae t oeluon or eCSI (ew le l,q Ce.penont S•roty Inror.•uon, by Tilll Ane nu) r wr•c p. ...... Pr,orwaI ......Iny t n<tlen• In.t•Ilo.. • 1 P—.- te.Por•ry brwlny p BCCquSrIOUnlo.w — etM M top Clore M h•w Prowrly •a che• 1• « t.r.l whe.thl„y .M belt " h•11 h t prowrly • r,y,e c•Illny L«•tlorl.t•how r r wrwnont I.t•••. ..•v.l h•11 h.w br•cln9 lwwllee Por SCSI w«tleh• 07. 07 or 010. oo• ppl m•blo. in eulle,•ly CY.pen•na. Group Inc. (ITSWCG) •w11 net w r••pen•Ib is Cor •.y ew 1•tlon rr hl. a ny I•,l.r• to p,110 tw t•.s. In <on•,th 1/TPI 7, er Ser w,W llrq. •h 1pp l,q, ln• br•m,q or wu.w+ APP1r plat— w .« I— h rf, e. or v—vw. ••,e wa uon •w sh•.n .mv. •ne on t1r 1 In D.ull., .nl••. wtoe Pa h•r.lw•. R.r.. to ........ 100A.2 r.r .uM••e p,.a. pw ltlon•. A w•'G Ores l,ly Or <O.P P.w Ilwthq ah,w erw,ry, Iro,tvl0 .Kwt..,e• Of prolwa.n•1 Any lroorhq I r.•P.,•1b,1,tY w1.1y Ser tw ee.,yn whwn. The w.,t•bll,,y It uw o e••,yn Cor .,.y w ruc rwpon.lb,llty or aw s.,le„q 0•wlyn.r wr ANSI/ T/I t S - _z Forrw Inrerwtlon •••: tlhls p•ner•1 n• . P•y.: ITS - KG' ..o. lt•b<e <... TPI w. lP ln•t Ary. e1G •w •bclMu•try.cw: ICC: •w.,cc••r•.ery 8-0-0 Ht k, 1 S AWO-.." i!Z1 1 FL/-/6/-/-/R/- TC LL 20.0 PSF TC OL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.01' Scale =.511/Ft. REF R408-- 36646 DATE 09/06/13 DRW HCUSR408 13249279 HC -ENG WHK/WHK SEAN- 522248 FROM RF JREF- lUZF408_Zll DIC3-/mVUCL 137/-JL,V11 WtJI -- D3 bAKUCwIR - 1,4 ) Top chord 2x4 SP_#2_Dense_13B Bot chord 2x4 SP_#2_Dense_13B Webs 2x4 SP_#3_13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 2X4 (AR) = 2X4 (D8R) o\ LC:i -0-0:1.) 3-0-8 aTF 3-3-10 6-4-2 Over 2 Supports R=310 U=41 W=8" (8" min.) RL=37/-44 R=236 U=25 W= 0-2-10 8-0-0 Design Crit: FBC201 ORes/TPI -2007 (STD) Pp..•••••.° PLT TYP. Wave FT/RT=20%(O%)/10(0) Y:1 FL/ -/6/-/-/R/- Scale=.5"/Ft. IYPORTANE•• H READ AND ALL `SLFURNISHTNSDESIGN7LLC70RSINCLroISTALERS. ' '• TC LL 20.0 PSF REF R408-- 36647 T N•w• re°u.r• uvr co. prer.1e1»t.c»aMpr for •tao.,1».trr1epnrN.np GaMm wr.. u.n..e. t. a•.., n• Iron. tn• nIplo, r• . N7•. 1n1 pp, ». o'tv.. eL.• . a...., q pe.. rro. I ry ear.n>.r DSI (11-1,19 Gpety Inby 1 _TC DL 7.0 PSF DATE 09/06/13 : p1, i08 DCSI • — Unl••. m1.O ItM...w t» crorI wN• w pre»r ly .a .c • a ur•1 .n •t1....p •ro eota cqe=aD M 11 M • prep., r.p.,1 „' p. Lec•a.on.` ; P:" er.enl 1•'.M ..• r pfL .Q • _ BC DL 10.0 PSF DRW HCUSR408 13249277 t.1 per DCS.:eet.en. Ds. Dl e, DID. •s .pp1.<.p1. BC LL 0.0 PSF HC -ENG WHK/WHKALPINEIll0111,11.9 Ga Qltw Grwp Iro (ITWDGG) •111 nIt m •.9,1.•.,11, ro• •ny esy.•1.•n rr N. »:pn $ Aj O : L ny g11Nre to pu 11,1 tM 11— to conror onto •.ab ANSVTPI, 1. Or r.r e.rollnp. e1. Ippin In. 11 • ^ J Dol:... A -.ye p;• t. e.<n 1e<e .r 1...• ., a pe..C.en .• .Mon .R.v..ro°en 1N. : .' (` QCLd TOT . LD . 37.0 PSF SEQN - 5222521.. u..... -Id • ,. ». R.1.r to ,1r•...q• 160A•z r . ne•,e p1.t. p.•.Clen. A I Bulldin Com ononb Gmu no o»D• Ie.atM aN.. e...1..p. Iro1<woae» e%. `.Ion.1 e,•.ro.. 1.q .. 1L • p P P •.pw.•IDu.tY . y r ee••pn .noon 1M •e.nty 1• e..Ipn Ior •ny . 1kj3Di •p. .•• DUR. FAC. 1.25 FROM RF Orlando FL. 32837 tM ,:P .en.ty er tM D.I I..npLD...pn•. »r ANsS/lPI 1 Sot z Pere Inro,..a. .» `T ••....•• FI. COA #0278 v.•r.1 rocc :yepIn.xG: '. ' °'`°" lrI ap.n.t e.p. ncA:.....x.Me•a.y.<»: dei I ` N SPACING 24.0" JREF- 1 UZF408 Z11 6123 -/MODEL 1357 -SCOTT WEST -- 63 GARDENIA - C3 ) Top chord 2x4 SP -#2 -Dense -13B Bot chord 2x4 SP -#2 -Dense -138 Webs 2x4 SP -#3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC 1-11) _ (J) Hanger not calculated (2)2x6 SP_#2_13B supporting member. Bottom chord checked for 10.00 psf non -concurrent live load. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. This plate works for both joints covered. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSEDbldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 4X6= 6 2X4(A5R) = 2X4= 3X6(++) III I 0-8-12 8-2-4 8-0-0 Lc1-O-O::J 3-0-8 Dille1-10-14 1-1-10 01 3-0-8 1-9-6 1-3-2 6-1-0 Over 2 Supports R=305 U=38 W=8" (8" min.) RL=35/-33 R=220 U=19 H11 m H1 50 Design Crit: FBC2010Res/TPI - 2007 (STD) ,P ` •.. • 1 y'., PLT TYP. Wave FT/RT=2096 096 /10(0 1 / $ Y:1 FL/ -/6/-/-/R/- Scale=.5"/Ft. WARNING READ AND FOLLOW ALL NOTES ON THIS SHEETI • TC LL 20.0 PSFIMPORTANT•• FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. .• : REF R408-- 3664 8 r.pe,r• •t tr•.o c.ro In I.br,uclr,p n.rol,.q, n,pp l.q. Iln• .ro br.<I.q or •ro re1•p. Lt«t «It1en 1. SCS . <Ww1•p.ny Cp.ppn.nt S.rety I--- -by M .ro .TGA) c.Ly/ O 708 1 TC DL 7.0 PSF DATE 09/06/13 riebritt..•. pr to w•roranp trove r m.. (rot...•.....II prI.. ...... .e n,D _r SCSI • u11«• not« otro..l«. top cro. .h. .,. properly .t .cn«pr- •,ctNr.1 .ho.n.I..D .ro bot nor '- n.11 h... • pr.porly • •<n« r°•,e -; ,q. Lee t. pho.n ; p....ront •.t.r.1 ro.t t... • _ BC DL 10.0 PSF DRW HCUSR408 13249278 w11 h.w sr.<I„• •na.1l« ps. Dcsl .«t,on. •a.n e. •lo...•.pPl l<.a. • • ALPINE In calla • cp e .nt. creep Iro cn,Rcc) peal rot ro r.,po aae e•vlalen rrIT1 BC LL 0.0 PSF HC -ENG WHK/WHK 1 r., l o wI I• tro t.e.. In cenre...ro• .Ith ANSI"PI 1. or For h.ro tJnp, ph 1pp lnp. •n A S AT 0 i Qricin• oT te..... Apply pl.t.1 I. 1.<n r.c. o. tre...ro p..ltlon .. •ro.n .sse..,ls en th _ J • . t ,- TOT. LD . 37.0 PSF SEAN - 522282D.t.n.. •.a roc« otrora«. II, • w er*::: p I.OA-Z ror .wro.r• p11t• po 1c 1. A «iy 1i f• // 718duilding Component Group ne. er«I,1• •• < ee.r p.o• 'oaal.'..o .r.a.p. Irol<.V.` .«.pt... o po,r`^.1on.1 enP;n«r •..D _ • t • r.•pen.,a my « y I •,pn .h..n. rro . .ba ny ro „ •' 7,-0 • •• • DUR . FAC . 1 .25 FROM RF Orlando FL, 32837 tro r..poaanty tro Ww,1a,y Dea•ror ver AHSIrTP. I Sec.2. For nror.a.m o. tTh. •••a••lo•• r,.ra net« p.•.• IT• -RCB• ••..It.bc•.c—. TF.: ... tp,na .rD. •TCA ro . x.ro..oy < FL con NO 2711 IGG ..-. I«..•• er• Ls/nAI ti N,Ll! _ - _ SPACING 24.0" JREF- 1 UZF408_Z11 t 6123-/MVI/tL 13J/ -JGV11 Wtbl -- 03 GAKLItAIIA - MZ ) Top chord 2x6 SP_H2_13B Bot chord 2x4 SP_H2_Dense_13B Lumber grades designated with "138" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Shim all supports to solid bearing. Provide ( 2) 16d common nails(0.162"x3.5':toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"0.5" , toe nailed at Bot chord. 0-4-3 T THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=264 U=75 0.E .. A-1)1 -6-11 1-1)-3 10-0-0 R=132 U=0 (1.5" mi .) i16 9-0-0 Over 3 Supports R=358 U=4 W=8" (8" min.) RL=116/-39 quHrmwrrurr/ Design Crit: FBC201ORes/TPI -2007 (STD) yri r;•.H' PLT TYP. Wave FT/RT=2096(096)/10(0) • / TY:3 FL/ -/6/-/-/R/- Scale=.5"/Ft. WARNING• DCSND READ AFOLLOW ALL NTEOS ON THIS SHEETI • TC LL 20.0 PSF REF R408-- 36649IMPORTANT•• I RMISH THIS IGN 70 ALL CONTRACTORS INCLUDING INSTALLCRS • T,u.»e r»ylrs o,trpNe caro In r.e,eut,.q. nero l.,.R. ,DIPP,Iq• ,n,t•IIIn• ona Droc .,p. f tow.. I- 1— t »It,en DCS, (O......9 C—...t S.'e ' Inner»tlen. DY TPI .,re •TCA> .:.. f TC DL 7.0 PSF DATE 09/06/13 Fol oct.coo Pae. to perro..,,q t Innoue„ • 1 01-1eo to.porery Dre.1,q OCS. j 0. Ov 3 i. tee otner.l.o. roc .m.e .n 10 P,o»,Iy a .<.<^n 1. N.o,ra eN ,n..m bot e • q. Loe.teen,` , -1 .... nC ;etor , , BC DL 10.0 PSF DRW HCUSR408 13249267 MII•Mvo Dr..r,q ,n,te,1» »r DCS, .ec t,on, 03. BT or BIO. .. M. ,.. •• t • I ALPINE ITTI 0.1,e C—rento Gr—p In.. (ITmCG) -11 »t m .»pen,ID1. r .ny a.vlalm r tN,, a.,•,r BC LL 0.0 PSF HC -ENG WHK/WHK e,ry I.Ilure 19 m,1a tIw cr». .n center»nce tn'ANSI/T, 1. Or Cor N.,re,enp, wlpPlnp, , •Ile A Drm„rP o. a ,. Amoy Prete• to oe.n ...e or tree. ,N.e ».lion ...Ire.., .»oe .,. ort t SAT 0 Det.1, Nno -too etD 000. R.r.. t. e.»erg, 1 oA.z f , .na.ra Pl.te P»,teen.. A % . TOT. LD. 37.0 PSF SEQN- 522221 c.971 --- y Do ,Iet1,r —. er»,,,,. — to.: .t.,..yp.1 t......., 0.•1.»r1„0 • ` .. 716uilding Compon•nbGmup ne. , 11,1 fe, t» »•1 n .LP.P ,1,. , , oD111ty m e.e tire. rr r.. »y t, . • • DUR. FAC. 1.25 FROM RF tM r»pmo,D„ICY or tNo Bu1101,y 0..,•»r per ANSI/TPI 1 Soc i Fw » enfor»tlen .» In 1•t1 •• Orlando FL 32837 D• ...1 mt.. »po. ITB-DLG:—..tT I- .00 op—t —9. WCA »..mina»try..» FLCOA#0278 ICC---.1..»...er• S/nklfit EN. SPACING 24.0” JREF- lUZF408_Zll k 0103-/MVUCL 13D/-ZALV11 WCJI -- 03 VAKUILNIA - MI J Top chord 2x6 SP_N2_13B :T2 2x4 SP_M2_Dense_13B: Bot chord 2x6 SP q2 13B Webs 2x4 SP_p3_13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Special loads Lumber Dur Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -2.67 to 56 plf at 0.53 TC- From 28 plf at 0.53 to 28 plf at 5.42 TC- From 56 plf at 5.42 to 56 plf at 6.33 BC- From 21 plf at -2.67 to 21 plf at 0.53 BC- From 10 plf at 0.53 to 10 plf at 6.33 TC- 236.00 Ib Conc. Load at -1.47 BC- 219.71 Ib Conc. Load at 0.53, 2.53, 4.53 In lieu of structural panels use purlins to brace all flat TC 0 24" OC. Deflection meets L/240 live ani factor for dead load is 1.50. Shim all supports to solid beat THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 COMPLETE TRUSSES REQUIRED EEEEEEEE!= Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" D.C. Use equal spacing between rows and stagger nails in each row to avoid splitting. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. 2X4 III 4X6(R) %A 0-11-0 L 5-5-0 9-0-0 Over 2 Supports all R=776 U=116 W=8" (8" min.) R=612 U=81 7-0-0 H Design Crit: FBFT/R T 2096 096 ;200 0 STD) , P ,•.ems, PLT TMP. Wave ' 1 •'o,, TY:1 FL/ -/6/-/-/R/- Scale=.5"/Ft. WARNING•• REM Arra FoLLar ALL NOTES ON THIS SHEET( • • e TC LL 20.0 PSF REF R408-- 36650IMPORTANT •• FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS •• 7rWso. r•.elro s.lro.o oro In I•prlc.t,rp, n 1.1. -Ipp„p. In,L.l.., o,M Droc lrq t 1*- p.po,wnt S.rety Infer..(.- by TPI ..e @• ,' elle. In bq t ..Kion oT ec51 (ee,le,np C 1 TCA) ::•• 708 1 5 TC DL 7.0 PSF DATE 09/06/13 Pr.cu • ., ee,ee t ..y D .<InR O. ecslR w I•., netee etn•.. non nwe . rpocre.prporlmye, u@tllpco.e .eWeper ... 1. -t- Pply .1-h- o.r pppolrnnno„ L I e BC DL 10.0 PSF DRW HCUSR408 132492761,91. lv L- SCSI ,•t.. 03. 07 r 010. w.D to . 0 r.1 r•,cr. t ., • ALP I NE ITB 11-1-9 Cbpb-t, Greta Inc (ITMDCG) . - m re,pon,ID1e ler .ny e.• .0 en , I = BC LL 0.0 PSF HC -ENG WHK/WHK ony Io,lurs to be n0 Loo tre„ ,n ten roryM. - to IANSI/TPI 1. or Tor n.nellnR. M M-9. I c An _ Dr`c„q eI tru .. Apply pI:_ to eocn Toc• oI Lru„ Anp pe„i,en ., ,.eon .D W. .M on t o • S AT O D..11., pnl..:'et. t....l.e R.I.r to er..l,q, Is0l1.z , . .......t. Ps.It 1pn.. • .$ f . /t V TOT . L.D. 3 7 . 0 PSF SEAN - 522304 p...r p.R. .MI A- .cc.pt.nc. or pr.I...I-1 ..,Rln«.Inp • V FROM RFIaulldinpComponentsGmupno. r•.pen.,el..Ly ,.I.Iy E.r L.e e.. IR. ,n.... Tn• oeltoD,llty .•..•..• L . e.,ly. .er ..y , •.• .• DUR .FAC . 1 . 25 tM r•,pon•IDI1Ity by tn• Wne1r,R D.•Ipner trr ANSI/T I 1 5•c.t. For .. Inlor.•tlon s. Lim •••Rel,@•.• ` Orlando FL, 32837 Ronorol .t.. wv: rn-Kc ... K 9 c..: TPI• m 1p1.•c -9: nCA:.....,min ry <e. FLCOANO279 IGG:.w.1«..Ler@s'M lA1 rrN sSPACING 24.0" JREF- lUZF408_Z11 I, 01L3-/INUULL 73toy -JIM l Wtbl -- 03 GAHUtNIA - tJS Top chord 2x4 SP_#2_Dense_13B Bot chord 2x4 SP_#2_Dense_13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Shim all supports to solid bearing. MWFRS loads based on trusses located at least 7.50 ft. from roof edge THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C81C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. 2X4(A5R) R=173 U=54 (1. m ) 11-6-11 1-10-3 R=130 U=0 (1.5" 11 mi .) 10-0-0 8-0-0 Lci -0-%.j 7-0-0 Over 3 Supports 31.1 R=340 U=21 W=8" (8" min.) RL=99/-40nwnn pq Design Crit: FBC201ORes/TPI -2007 (STD) ` •••••A. i4'''4, PLT TMP. Wave FT/RT=2096(096)/10(0)Y:11 FL/ -/6/-/-/R/- Scale=.5"/Ft. RNIS" 7NG•• READ AND F011a ALL NOTESIN an ITHIS SMEETSTALL y3 . TC LL 20. 0 PSF REF R408-- 36651IYPDRTANT'• TURN ISN 1N 15 OCS RE 10 ALL CONTRACTORS INCLUDING INSTALLERS. t 11u. w. rogClrC •.tre-o Coro ,n I.D....t1,.,, non.11n,, wnlpp.n,. ,mtoll lrq ontl Droclnp [e ,1.e M1. .w .tl.tlen e! DCSI ,.e,1tll , C.genent Ser•ty Inre.••t,.n. by TPI ontl •TCA) . r.t O. i08 1% TC DL 7.0 PSF DATE 09/06/13 preCtlCow prior to porlorNlr,, tMw. IurKtlon.. I....11orw Moll D,ov,.e te•P.r.ry p .0 I,q p DC51 • Un1sI mto0 of Mr-, wa COC Cn.rtl .M1. M1ow Pr ly • — w uC tur.1 wh In: on. Dolt , w M1.11'M1 . DroDerly . i....n, L IM1.-n : perN.ne I.t.r .7_- etre, Y` D BC DL 10.0 PSF DRW HcusR4oe 13249281 n•11 n.v. Dr.e l,q lnwt•1•etl por DCSI .ottlenw 63. 97 or 810. ..o.pD11c.D1o. ALPINE IT. Dtl 1l 9 coblob ntw Gr p 1,- (IT•IC6) nhal1 .tet m • S AT 0 BC LL 0.0 PSF HC -ENG WHK/WHKp. 11w o ror .ny tl..1.tl.n r nl. gyp. ony rolluro to W11tl lM trues. In conlorNonc. -,tn ANSI/TPI 1, or !or MM11np, Mlppin,, c lrq .r tr. • Apply p1.t•w to o % Idr 01 t,u.w .,.tl pew ltlen .. .1.ew. .tw-o : en tM In tetl etM1...I.. R.I.. t. tl...,.. IeoA.x ,., .t.ntl..tl D1.t. pe.ltl.n. A ..t6 • e TOT. LD. 37.0 PSF SEAN- 52216571dudinpCompononnGroupnc. •'-• Ir., .r ov.r p.,. 1..u.q tn......I,.,. Intl %t I.....Dt.,....uw....aen.1 wrglM•.I,q •. t .. rll..1.1y r tn. e...pn .1..-n TM10 .ult.e 111ty .ro . .I 1hl. e..Io...r .nY • 4. # DUR . FAC . 1.25 FROM RFtM1er.wpon.IDlllty er t 8u114.19 D..I,,..r por ANSI/TPI I S•c.i. Fe, e • Inrer-.t ion ww t1N1. ••.tr•••• Orlando FL, 32837 ,.n...1 w . ww: In.Dee: w -.It -De, T 1: ---. pD st.o,,: •TCA: w..ee1 Wary FLCOA#0278 Icc:-.-I....•er, 111, S/Qi A.N oi n t SPACING 24.0" JREF- lUZF408_Zll b12:7-/mVUtL 1,7b/-Jt.V11 Whbl -- b3 GAKUtNIA Top chord 2x4 SP—#2—Dense-13B Bot chord 2x4 SP_#2_Dense_13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional CbC member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. 2X4 (A1) _ Lci -0-%.j 1 R=171 U=53 (1. " m .) 1-6-11 3-1 -3 R=127 U=0 (1.5" mill'.) - 0-0 7-0-0 7-0-0 Over 3 Supports R=336 U=21 W=8" (8" min.) RL=88/-304000. 1101111111111r1up/r/// Design Crit: FBC201 ORes/TPI - 2007 (STD) P•..•• H PLT TYP. Wave FT/RT=2096(096)/10(0) • 14TY:4 FL/ -/6/-/-/R/- Scale=.5"/Ft. WARNING•' REND AND COLO• ALL NOTES on 7X15 SNEETI . • TC LL 20.0 PSF REF R408-- 36652IYPOR71wf" FURNISH THIS DESIGN 10 ALL CONiN. LL Ns INCLUDING SNEE I Tr u•M• roqulro •.trp•• e•r• ,n I•brlc•t 1,•, D•Mllr,°, •„Ipp,n°, ,nwt•„In° •M DrK lnp co ,,tl tb. ,a. t a.t e” .r Ks, IDp„tl,e° e eeeet S.rety erpr ale". ey ir, .w .,C.> . z1.1 0.708 1 TC DL 7.0 PSF DATE 09/06/13 pr•cl-c• p•e.•ce p•.r...,rq c w ru,.eu aes. ie•u cors •D•n prw,e• t«wr•ry D e1n° D •eso • w 11 eo at brp.cuo, f yeo• t. . c,.o, cow bamo. re, p•, eb• ..... p.oper ry •t .cD.e wcn,ew.•, •" cn,"° •,ro bou c°oa BC DL 10.0 PSF DRW HCUSR408 73249273 r•r DCSI —1— u..7 DID. I,. Dp„e,e• [e D ."t• Drab (iT•Dee) .b•„ "• t b• •.pee.I•. •"y .•,.,.t, .. Ill. e•t°" S AT BC LL 0.0 PSF HC -ENG WHK/WHKALPINE ey r•nur• w wne cD. vuw• ,e ee,.ror..nes .,c” •Ns vipi r or— b•,w-y. •mpp,np, ,n• , c,-9 or c.v . Apply w•t.• w ocb .c• or c.v. •"e po•`en .w wn•.n .boyo .,.tl •,. tn• 0,1— d - ll,,.• ,bD.•: , ..e p,.t. p•w,t,e". . •. ,' • TOT. LD. 37.0 PSF SEAN- 522239 e.•.,,q or covr p•°o n•t ,r• t"n er•.,np. ,m,uw• •eeopc.,.e• o woro•,on•, a,q,ewr,ep < 1 u0dinp Compononn Group ne. , , ,p p, p, • po,...b,,,ty a •r re, tb. tl..,pw u.•... T"• •„ t.b,,,tr .etl tl e..., r .ey w /C •• e .° DUR. FAC. 1 . 25 FROM RF Orlando FL 32837 tb• 'owp l,..,cy tb •u„e,ep 0•w,°„•r p 1, ANSIfTn r S_ z Fo. o "rorF. . tTn,. •••.• 1r • l• p•n•r., ti N p•°. in.•[e. ...c.epv.co.: ir,:.o.. w.,.,t •.°..rt.:"•...be„a..vy < `' U /tl dl.. FLCOA#0278 Iu:. ,..••.•pr° '.. _ / _ , SPACING 24.0" JREF- lUZF408_Zll b1Z3-/MUUEL 1357 -5CUTT WE5T -- 53 GARDENIA - HJS ) Top chord 2x4 SP -#2 -Dense -13B Bot chord 2x4 SP -#2 -Dense -13B Webs 2x4 SP -#3-13B Lumber grades designated with "138" use design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 3 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. THIS ONG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSEDbldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Hipjack supports 6-11-8 setback jacks with no webs. Shim all supports to solid bearing. 3X4(F1) L-111-5-0-J 9-10-1 Over 3 Supports Bel R=326 U=38 W=10.564" (10.564" min.) R=236 U=84 (1.!" m .) 11-6-6 1-9-14 0-0-0 R=342 U=0 (1.5" m+ 1 8-0-0 H. r' Jryy''' iDesignCrit: FBC2010Res/TPI-2007(STD) PLT TYP. Wave FT/RT=2096(096)/10(0) s e TY:2 FL/ -/6/-/-/R/- Scale=.5"/Ft. WARNING• REM AND FOLLOW ALL NOTES ON THIS STALL • IMPORTANT" ,UNN15N THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. • S TC LL 20.0 PSF REF R408-- 36653 lru, w r.eu,r• •rt` M c•r• ,n I.b c.t ,,,9, n•M„rq. .n,pp,nD, ,n.t.11 I,q •,b er.c,n9 f pM w, , ,. •-SI <D :e, D -e.Pen.,t s..ay 1nr•..•t m. ey ,P1 .ne .,[., r wwr.: P..et,e•, -1— ao P•rr —” two• ,•halon,. 1n•u,1or.... , t• ...y --N r O -S11 O 708 1 TC DL 7.0 PSF DATE 09/06/13 P,—,e. n arwn .;.n •lw •ln•r•,.. teP C-0 wn v, Pre .y •t c Nl, ,.. aur., w It,l" .,.e aro •. n.l Pr.Perq .ac r,91e c•, M. Loc•a,on.t, P•--- l.Wr.l r r nc pt aro• MM l n•r. eneln9 ln.0 n•e por 9es1 ,•et,onw 03. e7 or 910. s•M m,ea. • t BC DL 10.0 PSF DRW HCUSR408 13249264 ALP I NE 1n 9•, BC LL 0.0 PSF HC -ENG WHK/WHK 7rulld le, n.11 ,rnDCe•po,e,t, Gro„P Inc 11119-41 w rot Oo r•,pon. ID le r •ny Wvl.t lo., r ant. 4o.19n I.Il.1 to G,I10 two tr„n. In C-1 or••nce •,ln ANSI/i 1 I, or Ior w•nelln9, •n 1pp lrq. 1 a•1 • D ..ln9 er t.,.... Apply Pl.t.w t...<n r... ,r arN...,...,.lt„n .. wn••,...e,,..,,e en : wc•u,. w,s ,.oaoe oa,o.a... It., .. a, e.•.,,,9, 19pA-z ro. ,t•m•re pl•t• P•a aon. A A. Ord,,,9 ,r C- P.D. lebaln9 I- ero l,q, I,e, •ccepc or p 9re..le,•1 ..q lryr1„p •• O rQit TOT. LD . 37 .0 PSF SEQN- 522168 OUR. FAC 1 5 FROM RFinpCOmpen•nD7 Gmup nC. r.,Pe,. le,llay .el.ly , tn• e.,l9n •,,.n. T,..•,t.tlllay .,, ,. •r a,l. e..1 •, . . ny . tl f : Orlando FL, 32837 FLCOAk0278 p=.lelllay or aM b„e„q D•.t9- p,r ANSI/TPI 1 S...3. rer •.. Infor..al on • J0.x...1 „ „ P.9.. 1T1. .ww. ... eNKG ,a•ec9.ce•. T 1 apin.a.,r9: 1Ic.: ..• .ec1M•,ary c CC. ,cc.......9 , tl••• S/n ., w , G 2 SPACING 24.0 ” J REF - 1 UZF408 Z 1 1 b7Z3-/MVUtL lJtIl-J(.VII WtJI -- b3 UANUtN1A - HJr Top chord 2x4 SP—#2—Dense-13B Bot chord 2x4 SP—#2—Dense-13B Webs 2x4 SP—#3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 0-4-3 F THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere In roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Hipjack supports 6-11-8 setback jacks with no webs. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 3 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4(A1) =— Lac -1-5-0--J 9-10-1 Over 3 Supports BPI R=326 U=38 W=10.564" (10.564" min.) R=211 U=76 (1. " m ) 11-6-6 3-9-14 R=367 U=0 (1.5" m i l% ) - 0-0 Design Crit: FBC201ORes/TPI-2007(STD) 1''1PLTTYP. Wave FT/RT=20%(0%)/10(0) v e TY:1 FL/ -/6/-/-/R/- Scale=.5"/Ft. WARNING•• READ AND FOLLOW ALL NOTES ON THIS SHEETI • • INPORTANr•' FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS .• I r TC LL 20.0 PSF REF R408-- 36654 Tru•••• r•eu1,• ••tr••• t•r• In I•br lC•tlrq, n....0. ..pplrq. In.t•11 I,.• Ane br•e l,.•. ,HI t •eltlen eI xsl rwlle., C.yen•nt s•rety Inle.e•tl.n, by TPI Ane OTC•) r ....dDr•cu ce•e•r1o. to «rrer•I,y tn.« rurKtlon•. .n•t•ner..b.n tD«Dr•ry br•tln0 r DCS.. 0.708 a TC DL 7.0 PSF DATE 09/06/1 3 Dr«les y " `"°° '""`"'"° '"° °° e. "° n n•. • pr r.y .—cb•e rl,.. ..... .q. Loe•uo«`.nwn ro. Der.•ne..c .•t•r•I r«c ,a pr Deb• n•I I n•.• br«I, --Ibe KSI •oc 1— O3. DT DID. • BC DL 10.0 PSF DRW HCUSR408 13249274 ALPI NE mr or « •DDI.e•bo, Ire 90Im,.9 Cb•D -- 61e .nt (ITTIGCG) —.11 .tet m re.Den,Ib1. Ior .ny e..1alm , tb.. %-9. 1 BC LL 0.0 PSF HC -ENG WHK/WHK y r•1I..e to slue tb• t .... 1. tear• nt• .Itb ANSIn I I, o. 1., r..ne n,.O, •n IDDI 1 • y tt•• S T 0br•t.ry eI tr...•. APPOr P11-1to e•1hI.t• If -.11•,a1-16— •. •bD•n .bo...ne e^ D• .... .n1«• net« etMr•IY. R•I.r w er«I,q• 16GA-Z ror --re DI•u pe•Ic len•. • .tl. i TOT. LD. 37.0 PSF SEAN- 522242 1 AuifdinpCompononbGmup nG. Orlando FL 32837 FLCOA#0278 d, *I- Dr ce.•r p•y 11•t lnp tbl• er•.Irq. Irq IC•to• Kt•pt•ncs or pror«•len•1—Irrl,q • iy ,,,,,y ,,, tM a«.pn •ne•n. TM wlt.blllty .ne .,. e. tbl• e..lp. ler .1 ID,L• the r«Don•Obnity or t1» D.nm.q D.•.D,.•r P.r ANs.nn I S.e z For a Inror..clm 'cT c D•.....I n•c . «D•: rn-eeG: e.e.I—q.— T..... tp—t °r.. WTCA:•...•ee l,.w.cry c IM--.Ic... 1. r0 i % j e• C` S,^N1.1 rt1 DUR. FAC. 1.25 FROM RF SPACING 24.0" JREF- 1UZF408_Z11 b1ZJ-/N1UUtL lSb/ -Z:,GVII Wq l -- b3 GANUtIVIA - Wt, Top chord 2x4 SP_#2_Dense_13B Bot chord 2x4 SP_M2_Dense_13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Shim all supports to solid bearing. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4(A5R) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 10-6-11 m . R=121 U=38 (1. ) 1-5-12 9-4-7 R=92 U=0 (1.5" min 0-8-0-0 Lci -0-0i:Nj 5-0-0 Over 3 Supports —_ R=265 U=20 W=8•' (8" min.) RL=73/-32 uuunnu,ln/q,, Design Crit: FBC2010Res/TPI -2007 (STD) Plr H' • 1 ,, y' PLT TYP. Wave FT/RT=20%(0%)/10(0) t ••••••/_-Y: 4 FL/ -/6/-/-/R/- Scale=.5"/Ft. WARNING'• READ AND EOLLOD ALL NOTES ON THIS SNEETI • ' TC LL 20.0 PSFIYPONTANT" FURNISH iN15 DES'.10 ALL CONTRAC10R5 INCLUDING INSTALLERS.•• .• REF R408-- 3665 5 9. Tr u,w• rpe v ea trw. eoe m r•Dr,c•71ry, b•ne.1nR, ,1,1pe. p. 1mcH lbq •w er• eINCS a S. (w. C—..t S•r•ay .erer..a.w. by TP..ee .TCA)::1: 1,. ep 7 8 1 TC DL 7.0 PSF DATE 09/06/13 r-6—In•a•11or• ,b•11 prove, a•ePer•ry b •e.eR . • Vn.••• roaw ecr,.r..•., a.p crore ,b•n b•w p.ewr ly •u•en.• •vett°r•. .MKblrq •ro boa .qr• My • properly Hc•cMe r,•.O co. u4. Lee•U w, •new , p•rrnwc IHv. rote c;lr4 . BC DL 10.0 PSF DRW HCU$R408 73249283 e 11 b•v br•e1,y muenw p•r DCS. wca+oe. 93. 97 or Dlo, ••e•ppl.wel•. e ALPINE w. T• 11—.1.9 cowoeo..c. Groep (.TDDEG) .n... ..a » ......... r.r e.v..a1w : BC LL 0.0 PSF HC -ENG WHK/WHK ny IM1ur• to wne a1» cres 1n cw re. an •NSViP1 1. or for ft , .,rR. • . . S AT O D QRi b..e..q •, are.„. App.y p..a., ae ..e..::: o, a.e.. «,e po..a.w ., .1,o.e .bev. ee ..., . . (. TOT. LD. 37.0 PSF SEAN- 522162ac.u•. ,,,..... mase oa bor.l,•. RN•r w oro „q, I60••2 for •t•rgoe p.•ao p••R1w, • •• f31' o i • ' er..,p er ,or.r p.R. .,,a.rq a..., er..,.q. lee —. t o...ty. ne. or p.e.•.•.w...eR.e..r.eR 1 p i .• ! DUR . FAC. 1.25 FROM RFI uifdlnp COmpOnOnb Group nG. s•pwnb ..ay w.ey re. an. e••.v.. wow 7b• w,cm n,q, wa e•e or ab.. a•..Rn rer wy •c. •• •• Orlando FL 32837 abo r..pw•.bulay or a» w,.e. y o.,.v»r pe. •Ns nP. 1 5« z. For o.. .eror..uw . P. Tb. •.•v..,.+•• w\ DC.: * 1 ,o o• wpo. .T••DCG: eee 1-9.— TP. .aple,a.orv: WCA: .....be.we.crr.p SInAIAi rCN ''. _ SPACING 24.0” JREF- 1UZF408 Z11FLCOANO278 .cc:.....cc,.r. e.R __ _ 6123 -/MODEL 1357 -SCOTT WEST -- 63 GARDENIA - CJS ) Top chord 2x4 SP_k2_Dense_13B Bot chord 2x4 SP_M2_Dense_13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5*:toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"0.5" , toe nailed at Bot chord. 2X4(A1) _ LC1-0-0-li 5-0-0 Over 3 Supports - R=263 U=19 W=8" (8" min.) RL=66/-25 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 10-6-11 R=119 U=37 (1.!" 2-1)-3 i - AD 0-0 R=90 U=0 0.5" min PLT TYP. Wave Design Crit: F FT RT 2096(096)/ 0(0) TD) ``AAAA•••• 4'•,, INVY 2 FL/ -/6/-/-/R/- Scale=.5"/Ft. WARNING** READ AND FOLLOW ALL HDTES ON THIS SHEETI '• TC LL 20.0 PSFIMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS •• ; REF R408 - - 36656 lr .. r .- Att.OY Caro Iw INrIC.0 I,q,--.1.9, NIPPI,.•, In.tA111,.• AM blo...e I • t •M ' relle. tw LN A .0—.r DcsI (90"bq Co o..ont S•rety Inrer.alon. by TPI Aral •TCA) :.r.yT O 708 t TC OL 7.0 PSF DATE 09/06/13 Pr.calce. orlor•ae Nrrer.l,.D anAN hotly.•. ,-11111. .w• 1 p-iot, aoePor•ry br•c I,.P r DCSI • UnI.A et•b Ol hor.IN. too Chord •h. 1 Mw or 11y At -od'• Oetdr•1 ANAtwlnp Arb wtt hor w.Ilow • Pr•« :.y.*,, .teed .Iwd a ulrq t«.0«.a.woN P.r..nont Lgra rAAc...c-4BC DL 10.0 PSF DRW HCUSR408 13249270 howbrtAIIpAr eCS. NCtlon• e7. eT or B4O. No. Pollublo. • • ALPINE IT• w11d1 a CaPdnent• Gr Int. (IT.DCG) . AI. wet oo resp—ol•Io Io..ny do•I.alon .rhl. I BC LL 0.0 PSF HC -ENG WHK/WHK Any L.. r wne two v... In tonne .A«...aw ANSInPI ,, or ren h•wdllw•. •w loP lrqII i S AT 0 Q >: er.e lwe or t.Iei.N.. APply pLao to e•eh r•cA er t.eN A,w p.+lt lon o .ho.n .Does Aho on thr. • D.t.I1.. Pw1o.. Nt.e eahor.IN. Rer.r to dr...,.e, ,ew.: Ion .t.wd..d el.t. PNIaIon.. A Nfy `. ,. • ,4, c TOT. LD. 37.0 PSF SEAN- 522236711rulldl.. ComponentsGroup nD. d.A.1,y .• ceoor PA•o Io,a`ne aw„ drN1..e. Iro1CAa.. •ce•Py1* o eNPo,I`^•I= a,q,,...rly:\ N& Po,..,b111ty N y r ho N.,•w ,we.w Tn.P1a.D11ILSho P I. dNr= .ny .t. . • DUR.FAC. 1.25 FROM RF OTIDndO FL, 32837 ... Pon>'bil,oraw.•vnPANs nP, , s«.a. For nror.a.on T•q••nd.d• e.w...1 w.t . N••• rn.eeG:..A.1a-9 a T.I IF.— or•; nCA• ....m .w.arywFLconNO278ICC• --. IC..•.....9 f)AI Al EN., +'' _ __. _ SPACING 24.0" JREF- 1 UZF408_Zl l 1DIC3-/mVI/CL .JJ/ -Z1bVI I rIICJI -- DJ L)AKUCn11N - 1.J9 Top chord 2x4 SP_#2_Dense_13B Bot chord 2x4 SP #2 Dense 13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Shim all supports to solid bearing. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"0.5"), toe nailed at Bot chord. 2X4(A5R) e O-O bj Q-0-0 Over 3 Supports_I R=195 U=20 W=8" (B" min.) RL=48/-24 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS f DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/160 total load. Creep increase factor for dead load is 1.50. 9-6-11 R=65 U=22 (115-11 i . ) 8-8-14 R=53 U=0 (1.5" min. T - 0-0 Design Crit: FBC2010Res/TPI-2007(STD) P / PLT TYP. Wave FT/RT=20%(0%)/10(0 Q /._TY:4 FL/ -/6/-/-/R/- Scale=.5"/Ft. WARNING• DESIGN AND FOLLOW ALL NOTES ON 11115 SNEETI ` TC LL 20.0 PSF REF R408-- 36657IYP4R7Iw1'• rURN1$M 1M 15 DESIGN r0 ALL CONTRACTORS INCLUDING SNEE I 1 . • :' Tru•"• rpu,re o•t,er care ,n r•Dr ,c•tln,, h•ro„n,, In," rM,pPlnp. ,n•C•, •r•<In, / t ,iM e. tM .eedon EGSI (E I,eln, C--s.rar Inre.e.dm.'Dr *I • nD... C.) , ;:..7 ! TC DL 7.0 PSF DATE 09/06/1 3 n..ctice• P•Ie. to Po.ro.. Lq th•w I--I.•t•n•r, ~1 Prw toep•r, •r.cln, , Me 0. 708 We, Mthln, NM1.- r,,. ...... 9 L"ehrerP.• M De e I•te,.Ir..t •.,D• • BC DL 10.0 PSF DRW HCUSR408 13249284 er.c„q en•ulI" P.r ECS, ••ct len• 07. •0r •r $10. •• •PPI,<",• r ALPINE I1ti 11--.9 ce en« t. Groep Iro. (,,.ECG) 1h., rot - r...•.... r...ny ..ve.tl•n rr the, ep BC LL 0.0 PSF HC -ENG WHK/WHK ny r•u".. w I. tM v.•. en <o .•,.c• .Ith'usl/TPI 1. er rer h•ronn,. •ne..ln,. 1 Iof • S AT 0 Irq •. t " • b.ey PI•t., t...;h ..e9 er t."„ .ne ,.,Iden ...he.n .ee"..ne .n t oat . . @ F TOT. LD. 37. 0 PSF SEQN- 522159Da•11•. m,w• rot" otMr.,•.. R.r.r 1e er•.I,q• 180.•2 rer .t...... p,•t• po•Id M• w w are.Irq e. 1-11 ww 6, 6" thew e,•. e,q, Iro,e•1•• "<.rt• •r rrer.••I.n•, •n,Inwrin,f. //'moi I' • I Bulldinp Compomnb Gmup no. , e e, e, Po^.•D. d tr t .Ir r tM e.,,,n .he.n 1M ,wlt••n ay .” " the. e.ap, r .ny •t • i DUR . FAC. 1.25 FROM RF Orlando FL, 32837 t"• r••pe •len ltr tM Eu, Imn, wd,n.r P.r .Nsv1n 1 s.< z re. w . Inr•re•don Th 4. ••• M roto -9.. In.KG- — It—g..—: IPI• .e•.twMl.er,: Eoc.: •••,•• FLCODA #0278 ICC:r;:.,«••1. r, ., InhIAI FN_. SPACING 24.0" JREF- 1UZF408_Z11 01ZJ-/MUUtL 1301 -JGUII WtJI -- OJ GAHUtN1A - UJ3 Top chord 2x4 SP_g2_Dense_13B Bot chord 2x4 SP_g2_Dense_13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. 2X4(A1) is THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=64 U=20 (1.5'.mi .) 9-6-11 1-1)-3 Y-110-0 R=51 U=0 (1.5" min. T -0-0::.j 0-0 Over 3 Supports R=193 U=18 W=8" (8" min.) RL=44 y.(E1tN111 ptllllr!!!! 1 Design Crit: FBC201 ORes/TPI - 2007 (STD) ,M. H' ''i, PLT TYP. Wave FT/RT=2096(096)/10(0) -Q6Q/ TY:2 FL/ -/6/-/-/R/- Scale=.5"/Ft. WARNING" READ AND FOLLOW ILL NOTES ON THIS SHEE71 • • TC LL 20 . 0 PSFINFORTANT'• FURNISH THIS DESIGN 70 ALL CONTRACTORS INCLUDING INSTALLERS. .• • REF R408-- 36658 r. n.ro • 1mr«",.• o. t.o.o c•.o 1n rwrlc•41C nn°, mpr l.w• t•I11.1° •11• Dr•u.q t •Sna a. t ••lt.« .I DCSI ° CP•pPnont s•f,ty In..r..N.n. by Irl • • MCA) : 11 0. 708 1 TC DL 7.0 PSF DATE 09/06/13 Or.cac•s Pn.r a. perr.r.lr1° t ctlan,. In,u n.r„ 1 Prov1•• a•.7+.r•ry er•e lrq DCSIR M";' n.a.• .tn•r•1... ` tro ";" n•°" Pr.P.rly .a .<'. """'•' •`"'"° °" ""BC DL 10.0 PSF DRW HCUSR408 73249271n.... OrON., ly • • neP r;R1• C. .:;. L«•uon,`, P.r..n•nt I.to.l r.. des 1 My Dr«1ny .n•c 11N «r WCSI wccl•ns •7 •7 or R70. •,e.pplle.el• ALPINEIT• 6..l , C..n•nt• Graf I« (1TW000) ,n.11 t eo .•.pon,lDl. I.r .ny Iovl.tlon rr BC LL 0.0 PSF HC -ENG WHK/WHK ny f•,l.,ro to e.1II ane tr"„ 1. R•nr.r••nc. .1tn ANSI17PI I or Ior n•nel lrp, M pp.n°. I t. L Or`cl,.p or t , APrly pI.t., to ..Ch .,..I 1—, .n• p.,.`. ., ,ne.n •e....n• .n t ';:p 0 SAT 0 Q TOT . LD . 37.0 PSF 1 un1...rot.• .tn...1•. A•I•r I•r..Ino ',•DA•Z I., , rI A—. r..ltl.n. A AeA w+ SEQN - 5222 33 Ir.• 9 or —or Y90 11•a1 q tn1. •r..1 q 1n.1c.t.. —Op ..... oI pr.,.,.1.n.1 w Wln..r. q • I auildinp Compononn Group ne. , .r tn. « ", „ „ pw...e.l ,ty ,. •ly I ,ton ,11..n ,n. , a.e111ty .nI " tnls I .1 d1 I .ny .tDNA. .o ( .• \ !$ OUR. FAC. 1.25 FROM RF Orlando FL. 32837 tn• r..pe ,.0n1ty .• tn• D.1 °,—,. c— P•r 1p: n ICA ry .. Tn ••. y...r.1 ro ., wvo. In.sCc .eco cow: Trl: ... aP•n,a.•.°. WICA ....«1n•ua ry c ••• n •II• ,r FLCOA#0278 ICC ....t..I•Or, ,-_ S/na. I GNG.ir' SPACING 24.0" JREF- lUZF408_Zll 6123 -/MODEL 1357 -SCOTT WEST -- 63 GARDENIA - EJ3 ) Top chord 2x4 SP_#2_Dense_13B Bot chord 2x4 SP_H2_Dense_13B Lumber grades designated with •'1315" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails 0.162"x3.5 toe nailed at Bot chord. 2X4(Al) _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSEDbldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 9-6-11 R=64 U=20 (1.5' mi .) 1-1)-3 0-0 R=51 U=0 (1.5" min. 0-%.j 0-0 Over 3 Supports R=193 U=18 W=8" (8" min.) RL=44 Po umlWpugFn Design Crit: FBC201ORes/TPI -2007 (STD) ' P ...•••.,• k . PLT TYP. Wave FT/RT=2096(096)/10(0) a Z `(}Y:2 FL/ -/6/-/-/R/- Scale=.5"/Ft. WARNING" READ AND FOLLOW ALL U07ES ON THIS SNEETI • TC LL 20.0 PSF REF R408-- 36659IMPORTANT*' FURNISH THIS DESIGN 70 ALL CONTRACTORS INCLUDING INSTALLERS. •• ICS". T,N•.e.,... O. 708 1 TC DL 7.0 PSF DATE 09/06/13aee.um or WG51 (0u ue,np Ge+pen.na S.rmy I+r..+•uen, by Tn »e vcq•y•c le••epernpan.,o onIn. a ...rn ,n• . prov.o. awpor•ry br•e.npU_ M. n »e oano,a. »` ro.o ,n• » ,-p—, •a •crave ucwrn. •n .n.. . p,ep•r.y. „p,e Lx .en,`, o. ; pe,.n»na '.ae, . re.a, .s. BC DL 10.0 PSF DRW HCUSR408 13249263 n•rr neve b,•c.,q .n•a•rr•e p•, INS. ..c a.en, 07. R7 or 010. pp.—b.. • • ALP I NE 1" 0u.re.n9 C—.na, Gra,p I— (ITWDCG) •n..r re, •ny e.v..alen rr an , e Ipn S AT BC LL 0.0 PSF HC—ENG WHK/WHK r•.ru,• ao buua an. a.u„ , c.nro,..neo ..an AN,InI a, or ror Wena n.q:.nrp.l,q. rn oAA • / Apply P: 6123 -/MODEL 1357 -SCOTT WEST -- 63 GARDENIA - HJ3 ) Top chord 2x4 SP_#2_Dense_13B Bot chord 2x4 SP_#2_Dense_13B Lumber grades designated with "138" use design values approved 1/30/2013 by ALSC 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. 0-4-3 F_ 2X4(A1) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -1.48 to 55 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 4.18 BC- From 0 plf at -1.48 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 4.18 TC- -6.89 lb Conc. Load at 1.41 BC- 22.62 Ib Conc. Load at 1.41 Wind loads and reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. R=33 U n. 9-6-6= 2 (1.5" mi 1-9-14 R=71 U=0 (1.5" min 0-0 L -1-5-12--J 4-2-3 Over 3 Supports R=153 U=35 W=10.564" (10.564" min.) 001"Fnnrurrnn,,, H. Design Crit: FBC2010Res/TPI-2007(STD) `td,.'R°•'1°' v PLT TYP. Wave FT/RT=2096(096)/10(0)`Bl! t :1 FL/ -/6/-/-/R/- Scale=.5"/Ft. tARNING'• REM AND FOLLON ALL NOTES ON THIS SHEET• • • • • TC LL 20 REF R408-- 36660IYPDRTAM " FURNISH THIS DESIGN 10 ALL CONINACIORS INCLUDING INSTALLCNS • • .0 PSF lrwwow ro•.•r• s n.ro .nwt.lSC • I.nv. wn pp.,.v. "^v ••• Dr•c CAwR• ;e;r " O. 708 1 ? DL 7.0 PSF DATE 09/06/13folly. tro ..t..l e..l .o.. orr0051 (pp.Itl.np o.pp.ent .rotY . nro...c.on, DY 1D1 ro ;F) o y pr.ct.eew pr.er to parr r.l.y a Inwl.Ilorw w 1 prev.tlo to+per<ry br•<..q DGS' • D„1. rotor elD.r..we `tap ro:e :D p1 --y .l wro'ti..e •, D.tt cy °; • BC DL 10.0 PSF DRW HCUSR408 132492651;'N... properly at ,.a Le<.t.onw`nb..n I.r e.n .. ' r • r., IX.9 b• ......•....9 mu - ler •CSI ..n.enw 07. DT er 010. ...PP• ..I.. • ALP I NE In NNI'tl.ro C t. Grew Iro. (.MCG) ....11 rot m re.pee..D.e fl, ..y a.v..t.en r e. 0 SAT 0 Q` 5 BC LL 0.0 PSF HC -ENG WHK/WHK y r•u b.• to ep.'a tro tr.,• ... co..rorwro• .It. ANSI/m l e, rer rorol l.q. •D.pp.r.v. ...t D..<Ir.° er tr.,•.. Apply p'.t.1 t..•<N r.<. or tr.w..ro p...l.en ., ,....n .•....ro en tro . . • TOT. LD. 37.0 PSF SEQN - 522230va•u•. ....'.•• rot.. etro - Nor- w eronp, I•pA-E r.. u• 0 p'.t. po•It.ow• A r•' •° a71BuildingComonnbGFouIT. uop..*1o,r`^•. en.'. qrvv .,pw,.e...ty >o y .er tro tl.,.• . p.n ,ro . .•.'.tY ro . . «•• . y . DUR .FAC . 1.25 FROM RF Orland0FL.32837 tro r.•p.... 01ty.r tro 11"Idi vrw..vw. p ANSInD' l SM r For nror..uo o. `TN.., ro... "' ' p•vo: In.•GG . -9 `"'' TPI: ....tpl.,t .r•. ;TCA :DCI"°".trya"'. '' S/AL EN a SPACING 24.0" JREF- 1UZF408 Z11FLcon40278 ; -- «•• ° 910620 I 6123 -/MODEL 1357 -SCOTT WEST -- 63 GARDENIA - CJ1 ) Top chord 2x4 SP_N2_Dense_13B Bot chord 2x4 SP_g2_Dense_13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. OPT 8-6-11 R=-14 Rw=12 W -A 1 5" min.) 0-0 R=11 Rw=12 1.11=4 (1. min.) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. 11-C1-0-0:1.) 1-0-0 vr 3 S pports R=150 U=25 W=8" (8" min.) RL=22t*tlt Eunntuyrphrp Design Crit: FBC201 ORes/TPI -2007 (STD) ` ,.••••'••••: ti PLT TYP. Wave FT/RT=2096(096)/10(0):4 FL/ -/6/-/-/R/- Scale=.5"/Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI . • REF R408-- 36661IRPORTAM'• FURNISH THIS DCSIGN 10 ALL CONTRACTORS INCLUDING INSIALLERS. • • • TC LL 20.0 PSF Tra.•ww roqu.r• •alta.• G v In I.brIc.L1 rone1. 1 1qn°. wn.PP ^0• ma.111•,.ey.I braelCAj .e R ` to O.870 sLn. LL.a .•It.en DGSI cwllel ° GP•ponona :.Ieay Inte.wtlen. by 7.ne .IGA> : y. v 1 DL 7.0 PSF DATE 09/06/13 1. P-1baler Le yrre....q anew r roaloe. InwL. u•.. m. 1 pre".a. aeePor•Iy brae lly eCSI • e°'r'y " ""°° 1' ' kc BC DL 10.0 PSF DRW Hcusaaoe 13249286wnn•w b•eWrq .u.enee II..e c u.q. L«•u e...`,ne.w r . I»r..n.na nu 1 •. I.1 oi eq n•11 Mw brae lrq .mt.11oe wr KSI w«c Ions e3 e7 er RIO. •, wbblle• • i ALP I NE Ire 0-101, , Ceae1.•nL• Gr p I«. (IT•RCG) wn.1 rot « r.•PPn..b1e ler ..y e."l.alen Iry If ee•n S AT Q if BC LL 0.0 PSF HC -ENG WHK/WHK any r. n1,.. w bulla ane I,—. - eonr•re •.an'ANSI/TPI 1. or ro.—11,y..n wIn° eI tr,.e Awls PI.a., to ...n 1... .1 L ." ...b P•.1L.en .w ,ne.1.....1 en an. • \/ F TOT.LD. LD . 37 . 0 PSFror..w. ROIOI Le era.."•; ,sv..: IeI ..nese P.— «.la.en, A .. V'. P/` ,• SEQN- 5222242.11d in. Componen4Group nc. er..1.1, er Pb"•. Wv 11.a1,q ant, eL...q Iro.A.Ve, .ewebt.«• a e........... .q....I.rq ter••••r•wben.......y wl•1y I. Lne.n 11Ir «,1,, r wy • ••.......• DUR FAC 1.25 FROM RF OFIandOFL.32837 ` • •• Pen.belayaroa.1mnANSVTPI , S« 2 For w -r•r•.L.Pn .. `7. ro.•1 ro o D.WI17-KG• w .a.bc TPI:... aP.—I er°. RCA' r..••bcnM..•Lr°'"` y'` e` O A 4 SPACING 24.0" JREF- lUZF408Z11FLCOAN0278IGG ..-.eL..re•r°.._ .La amFnnl THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR. 6123 -/MODEL 1357 -SCOTT WEST -- 63 GARDENIA - CJ2 ) Top chord 2x4 SP_A2_Dense_13B Bot chord 2x4 SP_k2_Dense_13B Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Shim all supports to solid bearing. 6 3079 2X4(A5R) = 8-6-11 R=-13 Rw=10 Q1 51 5" zzmin. ) R=-9 Rw=9 U=41 5 irl LC1-0-0:: Ij 1-0-0 v r 3 pports R=138 U=27 W=8" (8" min.) RL=22 Special loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.00 to 56 plf at 1.00 BC- From 4 plf at -1.00 to 4 plf at 0.00 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSEDbldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(i/-)=0.18 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord. Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord. Design Crit: FBC201ORes/TPI-2OO7(STD)P`Y;••; 1 y•%. PLT TYP. Wave FT/RT=2096(096)/10 0 • / TY:4 FL/ -/6/-/-/R/- Scale=.5"/Ft. WARNIHG" ITEM AND FOLLOW ILL NOTES ON THIS SHEET$ • ' TC LL 20.0 PSF REF 8408-- 36662IMPORTANT•• FURNISH THIS DESIGN TO ALL CONTRAC70WS INCLUDING INSTALLERS. •• , lr.nw. ,oee.re •, tr•.o care .n ,.Dr,c.c,nY, n•ne.,rq, .h, pp,.q. ,nft.11,rq •M br•c,np t ane ' eF TKSI '°""°' `°•°"""` "ety e...t,en. Dy TPI .ne fFCA, ':'• 0.708 '! TC DL 7.0 PSF DATE 09/06/13 neat.•°pr e°r"te ........9 t w.ct.m.. Inst, n•,. fn.n P•e..o• t..p•,oy b.•e..q r DCS$• Vn.H Mt•e OtMr•,.s. top - I sh• w p.ep•r ly • .thee .t,octvr.l WtD,rq .,q Detm. no,W ly .t t.phee „Y,e : Mnp. L.e tI BC DL 10.0 PSF DRW HCUSR408 132nszez h..l•hw• er.c lrq Inst..l•e per KSI sec t,onf 63.•67 •,`910. •. •ppl,c.Dlo • t•r•, r•.t t .. ; ALPINE 1n Oenel q cede •nt. G,e Inc (ITWBCG) .M 1 ..ot De re.pen.ICl• , , •ey e.vl•t.on h1. A Ipn BC LL 0.0 PSF HC -ENG WHK/WHK y ,,.1,,, to Wlle tho t e.. .n eon,• qnc• •Ith ANSI"PI 1. o, ,or qM Q. .h1M 1 `11 I. A ti br....q e ...... App., p..ts. to e. h I•c• oT I.—, .ne Pef.`len ...he•n •Dov. •.bo,. t S AT TOT.LD. LD . 3 7 . 0 PSFet.e , .... `te er.., q16OA-Z , .re p.,t• pe.lt,en.. A .' h% SEAN— 522156 I BUildinpCompon•na Group ne. er..l,q e. cev,pll•Ye ':.1a1."°i e.•. e,•„=. .' 4':.. bIC. 7y.: a c poo.`^;.o. e.q,,.••,. y • • 1 (( e•oo•,*.D,l,cy y . +.Yn . Tho , t.b.l,cy ,.e N ..Y,. .ny .t. / . ` . FROM RF d6' ' 1 DUR.FAC. 1.25 Orlando FL. 32837 th..•.Pon..bn,ty eT the DN.I Inp "w"I 1 Sec 2 Fer n,er..t.o. s Th •••' p•n•r•I ,.et ew P.Y.: IIW.000 ,,—g.c—: 7PI. .w tPln.t. aY. RCA .De.neuary c ••• B"Il'Ro FLCOANO278 IeG:-1 .e........ ,,,_ ,s/Hent EN- I SPACING 24.0" JREF- lUZF408_Zll Gable Stucl Reinforcement Detoil ASCE 7-10: 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 120 riph Wind Speed, 15' Mean Height, Partially Enclosed. Exposure C, Kzt = 1.00 or- 120 moll W.nCI Speed, 15' Meon Height, Enclosed, E•posure D, Kzt = 1.00 Fir: 00 moh Wald Snaecl. IS' Mann Ilaimht. Pnrt..nity rmrincod. r.mm- r. 0. K>t = I.nn D.ona•al beoee option, ve••l.Lol Il•ngth may br dauhled he,. clip .Nmol be o, .• is used rummer, t i,o.mnol brute for 4500 at tach tend Ho. .eb tot.. length .s 1•t' Ver t.col length shown n IobiC ObV VP Conmec t d.ogonol at midpoint of vertical 111TY Surlding Components Group Inc. Ee4h Gty. MO 83045 2.4 Dr -L o2 or bolte• dmponot brace. single Q,- Bauble cut upper end AboutIL I r - T III' :t: ncL• I I I8' :I: L 1 VJl `til Pierer to chart WARNING'-- RCAD AND rOLLOV ALL NOICS DN THIS DRAVING, INPORIANI•. rURNISH INIS DRAVING 10 ALL CONIRACIORS INCLUDING II[ INSIALLCRS Ir n r necasesrra.nry ...Irene Core oU •co -p he d rig, strpxno..n:toH.•q and bontlV A) fcirc. the 0, 10, 1 1p-( or BCJI lBuid"I Gx•Iwn 1- lle's shot, vi,ot..n, li IPI or41 VILA) rprett.:es ar br to per, top C these runeeons only of Shea pe ovale temporary lroe.np 4chalonoil•d Oiher..se, lop Chord vd hovl• Droperly OIIOChr.ri - (a,ol 1he0 thing end Scardsewntweeol -C-,4) t, lOed P ..ad I -c Ls 113. R7 - DI ren p.•rnonW.. toterel 9e. .ebs +hor ho -I -S broc•g) .,stair rd err BC}I sic lwns B3. B7 J. BID. es eroIKO We, ADply rPochrtoortrussandPovuonessha.n above tial on the Jo-nt tie loss. u•,.ess noted ot Defer l0 llronngs 160A-7 nor SIOMiOrli DIO1f WS•Uons IIV Buid•q Cororonents Grow Inc s,.it not be respenpblr roe any drviot.on rron thts dr re A-. to build the tress :n co..rorne..cr .ilh AnSl/IDI 1, or roe bndi: V. slvpv^D, rs lel.oL bloc -morC -ng or trusses A Lv01 on INS dro.ng or cov r pow 4stmg it-- dro.•ng, i.wce l.. A. or prof--- .ngnror..g r. 0-o bj.ly solely faro tr." dvagn sho.n I.,. su telxhly and 1 dre.,ng nor any structure .s Il,v ••.spoes.b.l•ty or the ll d,1 g Des•pner par ANSI/IPI I Soe.2 nor n mforno UO., sea Uws Job's gii-rol •.,les page end IM51 .Vb'llevpre IIVBCG ....t.bcai:-; IPh ..v lrxnst orn: Vll'A, ... s1K.n o-•vm•n. ICC • ... -.F. b ei`..ie e} •1•v:- iiclryj length. ec sere•i 0. 7VU8 1BCSIe . ton Brocing Group Species and Grades: Group A: S ruse-P.ne-rir Hen -Fir BI / e2 Stondord B2Stud M3 Stud e3 Stondord Dou los Fir-Lorch Southern Pine••• a3 e3 Stud Stud Standard I Stondord Group B: Hen -Fir 111 t Btr al Dou los fir-LorCK Southern Pine•-- al ==1i al N2 42 1.4 Braces shop be SRB (Stress-Roted Booed) For Ix4 So. Pine use only Indusir-ol 55 or Intlustr.ol 45 Stress -noted Door 11ds. Group B volues m0 be used with these rOtlPs. Gable Truss Detoil Notes; Wind Load deflection Criterion .s L/240. Prov.de uplift connections for 55 pir over continuous bearing (5 psf TC Dead Load). Goble end supports load from 4' 0' Outlool ees with 2' 0' overhang, or 12• plywood overhang SoPine lumber design values based an the ALSC Jonvory, 2012 rutin Attach 'L' braces with IOd (0128'.30• m.n) mods. For (I) 'L• brocei space moils of 2' o.c. n I8' end zones and A• oc between zones I:Ii:For(2) 'L' braces, space moils of 3• o.c. in 18' end zones and 6' o.c. between zones. L' bracing must be o minimum of 80% of web member length. Goble Vertical Plate Sizes Vert -cot Lem lh No Splice Less than 4' 0' Ix4 or 2x3 Greater than 4' 0', but 2.5x4 less than 11' 6' Geeother than 11' 6- 3x4 Pefer to common truss design for peo U. splice, and heel plates Referto the Building Designer For conditions not addressed by this deto.l. REF ASCE7-10-GAB14015 DATE 2/14/12 DRWG A14015ENC100212 MAX. TOT. LD 60 PSF MAX. SPACING 24.0' 2x4 Brace Goble Ver llcol Spacing Species Grpde No Braces 1) Ix4 'L• Brace ' 1) 2x4 •L' Brace (2) 2x4 'L' Brace - (1) 2.6 'L' Brace • 2) 2x6 'L' Brace Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Sr.n- Cj) j U o v SPFf H ul / d2 4' 3' 7' 3' 7' 7- 8' 7• B' ll' 10' 3' 10' 8' 13' 6' 14. 0' I4. 0' 14' O• 4 3 n' 1' 6' 7• 7. 1- 8' 6' 8' 10' 10' 1' 10' 6' 13' 4• 13' 10' 14' 0' 14' 0' S lud 4' 1' 7. 2- 7' 5- B' 6' 8' 10' 10' 1' 10' 6' 13' 4- 13' 10' 14' 0- 14. 0- Stondord 4' I' 6' W 7' 5' 8' 6" 8' 10' 10' 1' 10' 6• 13' 4- 13' 10' 14' 0' 14' 0- SP DFL 1 4' 4- 7' 4- 7' 7' 8' 8- 9' 0' 10' 3' 10' 8' 13' 7' 14' 0' 14' 0' la' D- 02 4' 3' 7' 3- 7' 7' 8' 7' 8' it, 10' 3' 10' 8' 13' 6' 14' 0' j4' 0' 14' 0' 03 4' 1' 5' 11' 6' 4' 7. 11' 8' 5' 10' 1' 10' 6' 12' 5' I3' 3' 14' 0' 14' 0' S tud 4' 1 5' 11' 6' 4- 7' 11' 8' 5' 10' 1' 10' 6' 12' 5' 13' 3' 14' O' 14' 0' Stondord 3' II' 5' 2" 5' 5' 6' 10' 7' 4• 9' 3' 9' 111 10' 9' 11' 6' IV 0' 14' 0' U U O S P F I I r 0I / 02 4' 11' S. 4' S. S. 9' 10' 10' 3' 111 8' 12' 2' 14. 0' 14' O' 14. 0' 14' 0' 113 4. 8' 8' 1' 8' 8' 9' 8' 10' I' 11' 7' 12' 1' 14. 01 14' 0' 14. 0' 14. 0' Stud 4' 8" 8' 2" 8' 6' 9' 8' 10' 1' 11' 7' 12' 1• 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 8• 8' 2' 8' 6' 9' 8' 10' 1' Il' 7' 12' 1' 14' 0' 14' 0' 14' O' 14' 0' SP Drr L 111 S. 0' 8' 5' B' e' 9' II' 10' 3• I1' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0- 02 4' II' 8' n• 8' 8' 9' 10' 10' 3' 11, 8' 12' 2' 14' 0' 14' 0' 14.0' 1 14.0- 113 n' g' 7' 3" 7' 9' 9' 8' 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 8' 7' 3• 7' 9' 9' 8' 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Stondord 4' 8- 6' 3' 6' 8' 8' 5' 8' 11' 11' 4' 12' 1' 1 13' 2' 14' 0' I4' 0' 141 0' d l X 0 U O U SPFJ I_If Stud I -If 441 / a2 5' 5• 9' 2- 9' 6- 10' 10' Il' 3' II' 8' 13' 5' 14' 0' 14' 0' 14' 0' 14' O' 0 3 5' 1' 9' 0- 9' 4- lo' B' 11' 1' 12' 9' 13' 3" 14' 0 14' 0' 14' 0' 14' 0' 5' 1' 9' 0- 9' 4- 10' 81 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0- 14' 0' Stondord 5' 1' 9' 0- 9' n 10' 8' Il' V 12' 9' 13' 3' 14' 0' 14' 0' 14' 0- 14' 0' S P F L 01 5' 6' 9' 3' 9' 7' 10' II' 11' 4' 12' 11' 13' 6' 14' 0' 14' 0' 14' 0' 14. 0' 112 5' 5" 9' 21 9' 6' 1o' 10' 11' 3' 12' li' 13' 5" 14' O' 14. O' 14. 0- 14' 0' q3 5' 1- B' 4- 8, 11' ID' B. ll' 1' 12' 9- 13' 3' 14' 0' 14• p 14' 0' l4. 0' Stud 5' 1' 0' n 8' l l' 10' B. 11' 1' 12' 9' 13' 3' 14' 0' 14 0' 14 0' 14' 0' Stondord 1 5' 1' 7' 3- 7' 9- 9' 8• 10' 4- 12' 9' 1 13' 3- 14' 0' 1 14' 0- 14' 0- D.ona•al beoee option, ve••l.Lol Il•ngth may br dauhled he,. clip .Nmol be o, .• is used rummer, t i,o.mnol brute for 4500 at tach tend Ho. .eb tot.. length .s 1•t' Ver t.col length shown n IobiC ObV VP Conmec t d.ogonol at midpoint of vertical 111TY Surlding Components Group Inc. Ee4h Gty. MO 83045 2.4 Dr -L o2 or bolte• dmponot brace. single Q,- Bauble cut upper end AboutIL I r - T III' :t: ncL• I I I8' :I: L 1 VJl `til Pierer to chart WARNING'-- RCAD AND rOLLOV ALL NOICS DN THIS DRAVING, INPORIANI•. rURNISH INIS DRAVING 10 ALL CONIRACIORS INCLUDING II[ INSIALLCRS Ir n r necasesrra.nry ...Irene Core oU •co -p he d rig, strpxno..n:toH.•q and bontlV A) fcirc. the 0, 10, 1 1p-( or BCJI lBuid"I Gx•Iwn 1- lle's shot, vi,ot..n, li IPI or41 VILA) rprett.:es ar br to per, top C these runeeons only of Shea pe ovale temporary lroe.np 4chalonoil•d Oiher..se, lop Chord vd hovl• Droperly OIIOChr.ri - (a,ol 1he0 thing end Scardsewntweeol -C-,4) t, lOed P ..ad I -c Ls 113. R7 - DI ren p.•rnonW.. toterel 9e. .ebs +hor ho -I -S broc•g) .,stair rd err BC}I sic lwns B3. B7 J. BID. es eroIKO We, ADply rPochrtoortrussandPovuonessha.n above tial on the Jo-nt tie loss. u•,.ess noted ot Defer l0 llronngs 160A-7 nor SIOMiOrli DIO1f WS•Uons IIV Buid•q Cororonents Grow Inc s,.it not be respenpblr roe any drviot.on rron thts dr re A-. to build the tress :n co..rorne..cr .ilh AnSl/IDI 1, or roe bndi: V. slvpv^D, rs lel.oL bloc -morC -ng or trusses A Lv01 on INS dro.ng or cov r pow 4stmg it-- dro.•ng, i.wce l.. A. or prof--- .ngnror..g r. 0-o bj.ly solely faro tr." dvagn sho.n I.,. su telxhly and 1 dre.,ng nor any structure .s Il,v ••.spoes.b.l•ty or the ll d,1 g Des•pner par ANSI/IPI I Soe.2 nor n mforno UO., sea Uws Job's gii-rol •.,les page end IM51 .Vb'llevpre IIVBCG ....t.bcai:-; IPh ..v lrxnst orn: Vll'A, ... s1K.n o-•vm•n. ICC • ... -.F. b ei`..ie e} •1•v:- iiclryj length. ec sere•i 0. 7VU8 1BCSIe . ton Brocing Group Species and Grades: Group A: S ruse-P.ne-rir Hen -Fir BI / e2 Stondord B2Stud M3 Stud e3 Stondord Dou los Fir-Lorch Southern Pine••• a3 e3 Stud Stud Standard I Stondord Group B: Hen -Fir 111 t Btr al Dou los fir-LorCK Southern Pine•-- al ==1i al N2 42 1.4 Braces shop be SRB (Stress-Roted Booed) For Ix4 So. Pine use only Indusir-ol 55 or Intlustr.ol 45 Stress -noted Door 11ds. Group B volues m0 be used with these rOtlPs. Gable Truss Detoil Notes; Wind Load deflection Criterion .s L/240. Prov.de uplift connections for 55 pir over continuous bearing (5 psf TC Dead Load). Goble end supports load from 4' 0' Outlool ees with 2' 0' overhang, or 12• plywood overhang SoPine lumber design values based an the ALSC Jonvory, 2012 rutin Attach 'L' braces with IOd (0128'.30• m.n) mods. For (I) 'L• brocei space moils of 2' o.c. n I8' end zones and A• oc between zones I:Ii:For(2) 'L' braces, space moils of 3• o.c. in 18' end zones and 6' o.c. between zones. L' bracing must be o minimum of 80% of web member length. Goble Vertical Plate Sizes Vert -cot Lem lh No Splice Less than 4' 0' Ix4 or 2x3 Greater than 4' 0', but 2.5x4 less than 11' 6' Geeother than 11' 6- 3x4 Pefer to common truss design for peo U. splice, and heel plates Referto the Building Designer For conditions not addressed by this deto.l. REF ASCE7-10-GAB14015 DATE 2/14/12 DRWG A14015ENC100212 MAX. TOT. LD 60 PSF MAX. SPACING 24.0' Let -in Verticals Goble Truss Plote Sizes Rigid Shco ihrnn 4 Nc45 ftrmfar ce,q Ml>nbi•r We Nod s 5 Spoced At 4' o C. 4 Noris Cedo,g 60 Ie pproprtote ITV goble cietoil for e sizes for verticol studs. Engineered truss design for peol., b, and heel plates. vert.Col plotes overtop, use o le thot Covers the lotol oleo of lopped plotes to Spon the web e, 2X4 2x42x8 Provide Connections 1 or uplift specified on the engineered truss design. Altoch eoch •1• reinror C.ng member with End Dr -fen Noils IOd Common (0148'r 3. ,rain) Noils o l 4' O.C. plus 4) r;al in the lop aid bol ton Chords. Tour oiled No.lS IOd Common f0148'r3',mw)) loenoils of 4• or:. plus C4) to(•no A!, io the top Ond bottom Chords this delad l0 be W.ed with the oppropriole I1W goble deto4 for ASCE wind lood. ASCE 7-98 Gable Detod Drowo;gs A13015980109, A12015980109, A11015980109. A10015980109, A13030980109, A12030980109, A11030980109. A10030980109 ASCE 7-02 Goble Deto.1 Drawings A13015020109, Al2W5020109, A11015020109, A10015020109, A14015020109, A13030020109. A12030020109, A11030020109, A10030020109, A14030020109 ASCE 7-05 Goble De tu4 Drowings A13015050109. A12015050109. A11015050109. A10015050109, A14015050109. A13030050109, A12030050109, A11030050109, A10030050109, A14030050109 ASCE 7-10 Goble Detod Drowings A11515ENC100212. A12015ENC100212, A14015ENC100212, A16015ENC100212. A18015CNC100212, A20015ENC100212. A20015END100212. A20015PED100212, AI1530ENC100212, A12030ENCID0212. A14030ENC100212. 1F rNC100212, iluflililu A18030ENC100212, n20030ENC100212, A20030ENDt1 406, 420 .'IrT PNOe12 A r iS(•c• Got ropriote ITW goble detoil for mo.inun Vi e.\A1j.L•do •e length. T• Reinforcement Attochment Detoil 1' Re.nforcing •7• Reinforcing Member Member Toe -noir Or - End -moil To convert from 'L' to •T, reinforcing members, nultiply •T• incre0 se by length (loosed on opproprio to ITW goble Cletoil). MOrinum ollowoble 'T• reinforced goble verticol length is 14' rron top to bottom Chord. 1• reinforcing nember notertol must notch size, specie, and grode of the 'L' reinforcing member. eb Len( th lncreose w/ 'T' Broce Exonple ASCE 7-10 Wind Speed = 120 mph Meon Roof Height = 30 rt, KZl = 1.00 Goble Verticol = 24•o.c. SP 93 T' Reinforcing Member Size = 2r4 T• Broce lncreose (From Above) = 30% = 130 1) 2x4 'L' Broce Length = 8' 7• Moxinum •T• Reinforced Goble Verticol Length 1.30 r 8' 7' = II' 2' Gable Detail For T• Rein r. Mbr $iZP T• lncrp0 se 2x4 30 2x6 20 WARNING'•• eCAD AND rnLLOW ALL NOTES ON 11NS DRAWING' C1 3 IMPORIANI•• rUPNI\11 1HIS DRAVING 10 AL1 CONIRA 1 R' INCLUDING 11 IN\In r REF LET -IN VERTCD1 ¢ LLCRS. • • J ` ••• IrwO reut.rr r•trYme Core r (abrgot.yl. ho-tSa Shxw.yl. instomnp end brounp, Re(f to ' • t3 DATE 2/16/12 C. ano. Vw• latest o"'f, or DCSI r9. f—c 'onlx)m1n 11— .it v, llo-, by 1P1 o.wi VTCAI r saferOCl.CY3 Drpr l0 per(Or rvnD thY3l• ft•nC L.On! In>{eller> Sh011 DrOv.tlY lenpprOry brOC..ip BCSI• O. 708Me55roledolhe—Se. top Chord >h011 K.- Uraperly OIIOChed st—cl-al sheath O d tlam • DP.WG GBLLETIN0212 1prd Shpl1 leve O pM operly OIIOChYII rilyd Ce.bnp LOCot—s s.w.n for p—mann. lateral st f .eb3 Shell Move brat. -p n W"d Der BCSI Oeel.on5 93. B7 or 910. 03 e p11cO1xe. ApdY [ t l•• face of tr..33 Omti DOS.I.an 05 >ho— Abu— end On the jVM De104>, .,nle SS ro1ld OI e • • ' Building Cempon•nts Group Inc. pefer to wo..m95 IJA•Z ror sto.xfo•d IA.te M..toms ' SAT 0T1WBvadnpCompo-•nls GrOVD Inc. short not b.• rIsba.sbty ror a -y dr..O4o•. rrpm Us do nA• i Q MAX. TOT. LD. 60 PSFr.4vr to W1d the vuss .- eonfor.mmce .Rh ANSI/IPI 1, or ror ha.x11.n9, shipp[np, ..L 1011015 t • 1 oc. or bosses A s•ol on tlrs Jro."q or Covr pope 65t -p th.i d'o-9, rd1 let, OC<•V t, or pror•sso-ei a-ymer 9 re>MO Z.ty solely ror thY dreg- iho.- the L.rtabl.ty emd La O 4 • \ v DUR. FAC. ANY Jr e.np for eny Llryt lDrr .s lh• r-n-i.b4.ly or lh• 9pid.y D•s.pmer Der ANSIrIPI 1 Sec.z. •••••••. i • Earth Gy. MO 53045 ror m • mrarmo aon s•• lws Tab's B••Mrol rotes mp• o -d these .eb cil•s, - S'Qf.. . GNBIIVBCG' ....t.bcgco-. 1PI-—Ap.nst-9. WIG4 ...LbC.ndustryorg: ICC .. Cl;ol` v MAX. SPACING 24.0' CLB WEB BRACE SUBSTITUTION T -BRACING THIS DE FAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR IS SPECIrIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB L -BRACING BRACING METHOD 1S DESIRED. NOTES: THIS DCIAIL IS ONLY APPLICABLE rOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BP.ACING OR SCAB BRACING. ALTEPNAIIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. r1JP MINIMUM ALTERNATIVE BRACING, RC -PUN DESIGN WITH APPROPRIATE BRACING. WEB MLMBEP SPECII-ILD CLB ALTEPNAIIVE BRACING SIZE BRACING T OP L -BRACE SCAB BRACE 2x3 OR ?X4 1 POW 2x4 I -2x4 2x3 OR 2" 2 ROWS 2X6 2-2x4 2XG 1 POW X4 1-2x6 2x6 2 ROWS 2XG 2-2X4(;!;) 2x8 1 ROW f?x6 I -2X8 2X8 2 POWs 2x6 2-2x6(;,> I-BRALE,I.-DPACE AND SCAB BRACE 10 BC SAI4C SPECILS AND GRADE OR 13LI lEP THAN WEB MEMBEP, UNLESS SPECII-ICI) 01HERWISE ON L-NGINCEP'S SEALED DCSIGN. CENICP, SCAB ON WIDE FACE Or WEB. APPLY (I) SCAB TO EACH rACE Or WEB. APPLY TO EITHER SIDE OF WE ATTACH W1714 10d BOX OR GUN 0128'1. 3',MIN) NAILS, AT 6. O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB 13P.ACING T -BRACE OR L -BRACE APPLY SCAB(S) TO WIDE FACC OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 100 BOX OR GUN 0.128', 3',MIN) NAILS. AT 6' O.0 BRACE IS A MINIMUM 80% Or WEB MEMBER, LENGTH SCAB T—BRACE L—BRACE Nlllllplll/llilli'' y/i• H. to ......, vAVNING•• ROAD AND ratpv ALL Nmcs CW ,Nis swrl, 1/y 1 . W. -r e.1 -one Ce -e •n rob. cot+vp, ...61-9. S6 --•p. ••• lell..,p and h-ec.g RerH e <` TC LL PSF REF CLB SUBST. DATE 1/1/09 rdlo. 0C31 "A"n Conoonrnt Se rely Inr0 lone by IPI end vICA) re- se rety p-ec tcro r •rl • Pr ro-..no Isar P—I.— InSlene-S •ubv P -oath, lenpo-e-y b-ec•..g or. SCSI. unless TC DL PSFjd tithe -+•Se. lop Che•d SNIII hour P-oPe-ly 61toChect alryC t.r•o1 ponela end bollen Cho -d ShrS bve • to, O• O DRWG BRELBSU60109 P-OPr-ly olleChed -.jd Ce1 np Lorol.o..i Slo— Pr -retort hole-el-lit-oni or .ebS .11 hev' b -OC -o .S,*INJ It- KSI St,c% W 83 i 67 see INS orae -1 notes Poor ro- no -r e-ne4•n S r - K DL PSFJob's INPDRIMI•• rUPNISN COPY Dr 11115 DESIGN ID INSIALLAIIDN CDNIPACIER * • Ilv IlWa-.p Coroonents G-oup Inc. IIIvBCW not be-rsoonsbIP ro- drvotw f -O BC LL PSF Sulldit COMp0lNnta G=p Ills still ony ibf drsgn. ony rat— to bid the t -acs r• Conro-nonce .ilh IPI, o- rob-icolinp, hondl•np, shit p. • n...".no 1 brouno or v"ssrs IIVBCG Crr 111 - trf node 20/19/16GA rv,N1S1.1 SAT Olaoaleor 4SIp1. 6••3 o -ode 37110160 rhlvnLU poly sI.rl Aavy 0.1'. to eoch roc+ or vois, posMoned eS Sh n • Q TOT. LD. PSF a no on -1-1 De 1011 , • A Seel on INS W --v O- co, r- nope ntkatef accept—e ono o-OIrSSienel rnpmH-+.p -e spo-, b A", DUR FAC. solely ro- J.p vans eoroonrnl oes.rin fb.n IN. .—W.ty eW ease or tl.f ewoon.nl ro- e 0 Earth Gty, MO 63045 t>,„IJ np •f the-espon.. ty or the II..IU np Drfgn.- Pe- ANSI/IPI I SeC 2 Ilv-B[G ....t.bepco , IPb +.+tp+Kl Ce., vICA- ..esbundvfvy Con, ICG .+. Soreo-o elS'L SPACING Iw PERMIT # % '- ENgfilY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX' = 66 The lower the EnergyPerformance Index, the more efficient the home. Fl, 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst lose? 6. Conditioned floor area (ft) 7. Windows" Description a. U -Factor. Dbl, U=0.52 SHGC: SHGC=0.33 b. U -Factor. Dbl, U=0.60 SHGC: SHGC=0.32 c. U -Factor: N/A SHGC: c. WA d. U -Factor. N/A SHGC: d. WA Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Area a• Concrete Block - Int Insul, Exterior R=12.3 1166.00 W Single-family b. Frame - Wood, Adjacent R=11.0 296.00 ft' 1 c. WA R= ft' 4 d. WA R= fN 10. Calling Types Insulation Area No a. Under Attic (Vented) R=30.0 1357.00 fl' 1357 b. WA R= fe c. WA R= ft' Area 11. Ducts R ft' 109.48 fl' a. Sup: Attic, Rot Attic, AH: RoomslnBloc kl 6 542 40.001!= 12. Cooling systems kBtu/hr Efficiency W a. Central Unit 31.8 SEER:15.25 ft' 1.417 ft. 0.327 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1357.00 fP b. N/A R= ft' c. N/A R= W 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Co compliant fe tures. Builder Signature: _ Date: 7/7, ZQ LV,'-_ Address of New Home:z4l$ Pig l siC CTaiV AYE City/FL Zip: 5,G p & 313.77 kBtu/hr Efficiency 28.8 HSPF:8.70 Cap: 65 gallons EF: 0.87 Pstat OE THE Sr Q.e Cr I'll, a ecov Din 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 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Proved tame. Lo18ZMode41367 Suites Hams: MSWEST Street: zAZO PI INCOWN 4Ve. Permit Office: City, State. Zip: sxyFaet 166 ;Z 717 1 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford 1. New construction or existing New (From Plans) 9. Wag Types(1462.0 sgff.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R-1 2.3 1166.00 le b. Frame - Wood, Adjacent R-1 1.0 296.00 M 3. Number of units, If multiple family 1 c. WA Ra ft, 4. Number of Bedrown s 4 d. WA Ra w 5. Is this a worst case? No 10. Ceiling Types (1357.0 sgfL) Insulation Area a. Under Attie (Vented) RQ30.0 1357.00 fN 6. Conditioned floor area above grade QF) 1357 b. WA Ra IF Conditioned floor area below grade (11P) 0 c. NIA Ra W 11. Ducts R fl' 7. Wlndows(149.5 so.) Description Area a. Sup: Attic, Ret: Attic, AN: ROOmsIn81odc1 6 542 a. U -Factor: Dbl, Ua0.52 109.48 fP SKGC: SKGCCOM b. U -Factor. Dbl, Ua0.60 40.00 ff' 12. Cooling systems k8tu/hr Efficiency SHGC: SHGC-0.32 a. Central Unit 31.8 SEERA525 c. U -Factor: NIA tt' SHGC: 13. Heating systems kBdYhr Efficiency d. U -Fedor: NIA fr a. Electric Heat Pump 28.8 HSPF:8.70 SHGC: Area Mighted Average Overhang Depth: 1.41r R. Area Weighted Average SHGC: 0.327 14. Hot water systems a. Electric Cap: 65 gallons 8. Floor Types (1357.0 sgff.) Insulation Area EF: 0.870 a. avab4r-Glade Edge trnutatlon R-00 136T 00 v b. Conservation features b. NIA Ra fN None c. NIA Ra fP 15. Credits Pstal Glass/Floor Area: 0.110 Total Proposed Modified Loads: 26.50 PASSTotalStandardReferenceLoads: 40.35 1 hereby certify that the plans and specifications covered by Review of the plans and I:,: •JCA-•I' pf this calculation are i mpli nce with the Florida Energy specifications covered by this yv f Code. , calculation indicates compliance with the Florida Energy Code. L- . : ` '`: ` ' PREPARED BY' Before construction is completed I' „T• DATE: this building will be inspected for;3 compliance with Section 553.908 ie•' I hereby certify that this building, as design d, is in compliance Florida StabAss. p it, . y with the Florida Energy OWNER/AG BUILDING OFFICIAL' DATE: 2 DATE: Compliance requires cer ification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed In accordance with 403.2.2.1.1. Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 9/19/2013 8:59 AM EnergyGaugoO USA - FlaRe92010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: Now/Existing: Comment: Lot62Mode11357 FLProp2010 1 MSWEST Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 1357 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # BIocIdSubDivision: PlatBook: Street: County: City, State, Zip: Street Address Seminole FI , CLIMATE b/ Design Locav on IECC Design Temp 7MY Sitb Zone 97.5% 2.5% IM Design Temp Heating Design Daily Temp 119nfer Summer Degree Days Moisture Runge FL, Sanford FL ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1357 10856 SPACES Number Name Area Volume Kitchen Oocupants Bedrooms InfilID Finished Cooled Heated 1 Roomsln8k)ckl 1357 10856 Yes 4 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R -Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Roomsln8h)ckl 145.6 It 0 1357 IF 0.32 0 0.68 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Gable or Shed Composition shingles 1518 R' 340 fP Medium 0.85 N 0.85 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1357 It= N N CEILING Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) Roomsln81ock1 30 1357 il' 0.11 Wood 9/19/2013 8:59 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent SpamCavity Width Height Sheathing Framing Soler Below 1 NW Exterior Concrete Block - Int InsOoomslnBloc 12.3 3 2 8 0 25.33333 0 0 0.6 0 2 N Exterior Concrete Block - Int InsOoomslnBloc 12.3 52 6 8 0 420 fe 0 0 0.6 0 3 NE Exterior Concrete Block - Int InSBloomslnBloc 12.3 6 5 8 0 51.33333 0 0 0.6 0 4 E Exterior Concrete Block - Int InsElloomslnBioc 12.3 12 6 8 0 100 W 0 0 0.6 0 5 SE Exterior Concrete Block - Int InS®oomslnBloc 12.3 3 2 8 0 25.33333 0 0 0.6 0 6 S Exterior Concrete Block - Int Ins9oomsin8loc 12.3 35 0 8 0 280 ft' 0 0 0.6 0 7 W Exterior Concrete Block - Int In89oomslnBloc 12.3 33 0 8 0 264 ft= 0 0 0.6 0 8 - Garage Frame - Wood RoomslnBloc 11 37 0 8 0 2961P 0 0.23 0.01 0 DOORS Omt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 NE -NE Insulated RoomsinBloc None 0.4 3 0 6 8 20 ft' 2 --NW Wood RoomslnSloc None 0.46 3 0 6 8 17.T7777 WINDOWS 041enta". show.. is Ifre entered onbnhtbbr. Wail V Overhang Omt ID Frame Panes NFRC U -Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N=>N 2 Metal Low -E Double Yes 0.52 0.33 N 5.416666 1 It 5 in 1 It 0 In HERS 2006 None 2 N=>N 2 Metal Low -E Double Yes 0.52 0.33 N 48.5625 It 1 It 5 in 0 It 8 in HERS 2006 None 3 E=>E 4 Metal Low -E Double Yes 0.52 0.33 N 3.333333 1 It 5 in 2 It 3 in HERS 2006 None 4 S=>S 6 Metal Low -E Double Yes 0.52 0.33 N 16.625 fe 14 51n 0 it 8 In HERS 2006 None 5 S=>S 6 Metal Low -E Double Yes 0.52 0.33 N 3.166666 1 ft 5 in 1 it 0 In HERS 2006 None 6 W=>W T MOW Law -E Doubts Yes 0.6 0.32 N 40 fe t RS in t It 0 in HERS 2006 Nome 7 W=>W 7 Metal Low -E Double Yes 0.52 0.33 N 32.375 ft' I ft 5 in 0 ft 81n HERS 2006 None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 301 ft' 301 fix 64.1 ft aft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaoes Proposed SLA 0.000360 1281.3 70.346 132.29 0.2628 7.0821 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.7 28.8 kBtufhr 1 sys#1 9/19/2013 8:59 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 9/19/2013 8:59 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 15.2531.8 kBtu/hr 1080 cfm 0.75 1 sys#1 HOT WATER SYSTEM Type SubType Location EF Cap Use SetPnt Conservation Elechic None RoomslnBlock0.87 65 gal 70901 120 deg None EFSECSystem SOLAR HOT WATER SYSTEM Collector Storage Company Name System Model # Collector Model # Area Volume FEF ne None ft' DUCTS Supply — Return — Air Percent HVAC # J # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage CIN RLF Heat Cool 1 Attic 6 542 ft' Attic 542 fe DSE=0.88 RoomsinBI 0.0 din 0.00% 0.00 0.60 1 1 TEMPERATURES Progremable Themuntat: Y Ceiling Fans: CooTi XjJan Feb Heatlng Jan Feb X Mar Mar X A X may Jun FX Jul X nJun Jul AMAug S Sao X Oct Oct X Nov Nov X Dec Doc Jan Feb lel Mar A l May Jun Jul Aug Sep l O NoVentlng Thermostat Schedule: HERS 2008 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) 78 78 78 78 78 80 78PM808078787878788 Cooling (WEH) 78 78 78 78 78 78 78 78 78 78 78 78PM Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 AM 69 68 68 68 68 68 68 68 68 88 66 68 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 s8 68 68 68 66 66 9/19/2013 8:59 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: IPe WCE7tmn) QsF, PERMIT #: tjt .1=t, 2 MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, wealherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.f. TesAV or visual Ospection requked. Fireplaces: gasketed doors S outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat tl 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heal when compressor can meet the bad. Ducts 403.2.2 Alt duals, air handlers, fitter boxes and building cavities which farm the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 4003.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or dearly marked circuit breaker electric) or shutoff (gas). Circulating system pipes insulated to = R-2 aocessWe rnarmal OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, cxawlspaces, garages or outdoors adjacent to pools or spas. WM AV Pools 4W.9 Root pumps and pool pump motors with a total horsepower (HP) of = f Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except tt TO% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=780rb (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooM1ing or heating capacity regdves separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 9/19/2013 8:59 AM EnergyGouge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 wrightsot Manual S Compliance Report Entire House DEL AIR HTG, A/C S REFRIG. INC 531 COMM WAY, SAWFORD. FL 32771 PW9.407-9332885 Fac 4073393953 Web: WWW Dejultoom For. MSWEST Lot62Mode11357 z4ze Vi)NIFTaN ql1E Job: Lot Mode"367 Date: September 18, 2013 Or. RH Manufacturers Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Cartier Model: 25HBC530A"30+FX4DN(B,F)031 Actual airflow. 1000 cfm Sensible capacity. 23084 Stuh 110% of load Latent capacity. 5252 Btuh 136% of load Total capacity. 28337 Btuh 114% of load SHR: 81% Equipment. Design Conditions Outdoor design DB: 41.9°F Heat loss: 17072 Btuh Entering coil DB: 69.1'F Indoor design DB: 70.0°F Manufacturers Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Carrier Model: 25HBC530A"30+FX4DN(B,F)031 Actual airflow. 1000 cfm Output capacity. 27265 Btuh 160% of load Capacity balance: 35 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer. Model: Actual airflow. 1000 cfm Output capacity. 0 kW 0% of load Temp. rise: 0 °F The above equipment was selected in accordance with ACCA Manual S. 2013S p-190&47:12w• ^f' •tsoR RphLSubO Unkw=1201212.1.08 RSL=W P 1 E4FiinVASWESi1Lob2hbde"35 afB2Mod•11357.rup Gk=MA Fbussdcm E Design Conditions Outdoor design DB: 92.4°F Sensible gain: 20917 Btuh Entering coil DB: 77.8°F Outdoor design WB: 76.3°F latent gain: 3849 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 24766 Btuh Indoor RH: 50% Estimated airflow. 1000 cfm Manufacturers Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Cartier Model: 25HBC530A"30+FX4DN(B,F)031 Actual airflow. 1000 cfm Sensible capacity. 23084 Stuh 110% of load Latent capacity. 5252 Btuh 136% of load Total capacity. 28337 Btuh 114% of load SHR: 81% Equipment. Design Conditions Outdoor design DB: 41.9°F Heat loss: 17072 Btuh Entering coil DB: 69.1'F Indoor design DB: 70.0°F Manufacturers Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Carrier Model: 25HBC530A"30+FX4DN(B,F)031 Actual airflow. 1000 cfm Output capacity. 27265 Btuh 160% of load Capacity balance: 35 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer. Model: Actual airflow. 1000 cfm Output capacity. 0 kW 0% of load Temp. rise: 0 °F The above equipment was selected in accordance with ACCA Manual S. 2013S p-190&47:12w• ^f' •tsoR RphLSubO Unkw=1201212.1.08 RSL=W P 1 E4FiinVASWESi1Lob2hbde"35 afB2Mod•11357.rup Gk=MA Fbussdcm E Component Constructions Job: Lot62Modell367 wrightsoft- P Date: September 18, 2013 Entire House Or. RH DEL AIR HTGr AIC & REFRIG. INC 531 CODISCO WAY, SAPFORD. FL 32771 Phone: 407-3332985 Fa 4073333853 Web: WW WAELAIROOM For. MSWEST, Lot62Mode11357 Location: Or Indoor: Heating Cooling Orlando Intl AP, FL, US Loss Indoor temperature (°F) 70 75 Elevation: 105 ft r Design TD (°F) 28 17 Latitude. 28'N Bum Relative humidity (96) 30 50 Outdoor: Heating Coo ng Moisture difference (90b) 1.3 46.6 Dry bulb (°F) 42 92 Infiltration: n 366 Daily range ('F) - 17 ( M) Method Simplified 1.28 Wet bulb (°F) - 76 Construction quality Average 0.077 Wind speed (mph) 15.0 7.5 Fireplaces 0 40 Construction descriptions Or Area U -value Insul R Mg HTM Loss C19 NTM Bain 0 14.6 r Buff --F r-'FMM Berm a 1h Bum am Walls 16.0 775 17 0.520 0 14.6 243 16.0 13A- Blc wag, slu000 eld, r-10 eld bd ins, 8' thk 112' gypsum n 366 0.077 10.0 2.16 792 1.28 469 board int fish no 31 0.077 10.0 2.16 67 1.28 40 14.6 e 97 0.077 10.0 2.16 209 1.28 124 16.0 se 26 0.077 10.0 2.16 55 1.28 33 s 260 0.077 10.0 2.16 563 1.28 334 w 191 0.077 10.0 2.16 414 1.28 245 nw 26 0.077 10.0 2.16 56 1.28 33 al 997 0.077 10.0 2.16 2157 1.28 1278 Partitions 12B•0sw. Frm wag, r-11 cov Ins, 1/2' gypsum board in fish, 2x4' wood hm Windows 2A ,2om: 2 glazing, cir bw-e outr, air gas, rrd no brk frm mat, cir Innr, n 1/4' gap,1/8' thk NFRC rated (SHGC-0.33);1.4 R overhang (325 ft window ht, 0.7 R sop.) 2A42om: 2 glazing, cir lo" outr, air gas, rM no brk frm mat, cir innr, n 1/4' gap.1/8' thk NFRC rated (SHGCa0.33);1.4 ft overhang (525 ft s window, ht, 0.67 R sop.) w al 28.2fm: 2 glazing, cir burrs outr, air gas, rnd no brk frm mat, ck irmr, 1/4' e gap,1/Ir thk NFRC rated (SHGC=0.33);1.4 R overhang (1 R window ht, 2.3 ft sop.) 213-211m 2 glazing, ck bwe outr, air gas, mg no brk frm net, cir Innr.1/4' s gap,1/8' thk NFRC rated (SHGC 033); 1.4 R overhang (1 It window ht, 1 R sop.) 2I42omd: 2 glazing, ck Iowa outr, air gas, rril no brk frm mat, ctr innr, w 1/4' gap,1/8' thk 1.4 ft overhang (8.7 R window M. 0.5 R sop.) Doors 11 D0: Door, wd sc type 296 0.097 11.0 2.73 807 1.71 507 5 0.520 0 14.6 79 16.0 86 49 0.520 0 14.6 710 16.0 775 17 0.520 0 14.6 243 16.0 265 32 0.520 0 14.6 473 38.4 1243 98 0.520 0 14.6 1426 23.4 2283 3 0.520 0 14.6 49 40.7 136 3 0.520 0 14.6 46 16.0 51 40 0.840 0 23.6 949 68.7 2761 no 20 0.390 0 11.0 220 11.9 239 2013Sep1908:47:12 wrightsoft p gms." um.., 201212.108 RSUDS057 Paye 1 E1F eMW7LoOOft e11357.mp Calc=MJB Fbuseboer E Ceilings 180.308d:)Mft ceft, asphalt shingles roof mat, r-30 cod hs. Ur 1357 0.032 30.0 0.90 1221 1.73 gypsum board Int fish Floors 22A-cpt Bg floor, IgM dry sod, on grade depth, carpet itr fish 146 0.989 0 27.8 4046 2343 wrightsoR2013-Sep-1908:47:12r:pnls,bo unci 2012u.1.oe RSU08057 Paw 2 E+F en357r<ot 2Nbde11357.n p Cak=NUB Fbuse4rx E 0 w n-ghtsoft- Project Summary Endre House DEL AIR HTG, A/C & REFRlG. INC 531 COM900 WAY, SArFORD, FL 32771 Rhone: 407-3332895 Few 4073333555 Wob: W W W.D13 A RCOM For. MSWEST, Lot62Mode11357 Notes: esian Informatir. Job: Lot92ModeN397 Date: September 19, 2013 By: RH Weather. Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 17 OF Daily range Relative humidity M 50 % Moisture difference 47 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 13506 Btuh Structure 14781 Btuh Ducts 3566 Btuh Ducts 6136 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 17072 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 20917 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 2514 Btuh Ducts 1335 Btuh Homan g Cooling rea (ft2 1357 1357 Central vent (0 cfm) Equipment latent load 0 Btuh duVdume lfP) 10859 10859 3849 Btuh Air changes/hour 0.45 0.23 Equipment total load 24766 Btuh Equiv. AVF (cfm) 81 42 Req. total capacity at 0.75 SHR 2.3 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade COMFORT 13 PURON HP Trade COMFORT 13 PURON HP Model 25HBC530A"30 Cond 25HBC530A"30 AHRI ref 3645739 Coil FX4DN(B,F)031 AH R I ref 3645739 Efficiency 8.7 HSPF Efficiency 12.5 EER, 15.3 SEER Heating input Sensible cooling 21600 Btuh Heating output 28200 Btuh @ 47'F Latent cooling 7200 Btuh Temperature rise 26 OF Total coding 288W Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.059 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 0.84 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightLsoft ftKSuft0 LWY9rca12D1212.108 RSL=W 2013Sep.1908.47:12 P"01 EBF+ e113579 o182Mo0M1357.rup Cele= M19 Fbu= faow E wreght raft RighWO Worksheet Entire House DEL AIR NTG, A/C & REFRIG. INC 531 COCISCO WAY. SAWORD. FL 37771 Phone: 407-3332885 Fat 40749.33853 Wb: WWW De AIROOM Job: Lot62Mode11367 Date: September 19, 2013 By: RH f Room rwm E, di hbuse Sim 3 2 Ecposedwab 145.6 R 120 R 3 Roorn heigi 8.0 R d 8.0 R hnVcod 4 5 Room dimensions Room area 1357.3 W 1.0 x 1220 R 1220 R3 Ty non InorpelnMer Load Ame M Load n itm HWRi'F) BWR') R) or Perimeter (R) W HM Cod Groes WPM Hest Cod Groes WWS Med Cod 6tql 13A,t0ocs 24-2o520m 243" 0.077 0. 0.520 n n n 216 1.26 14.61 15.95 1461 1595 420366 5 49 0 0 782 78 710 469 a6 775 0 0 0 0 0 0 0 0 0 0 0 0 tl----GG 11 13A IONS 11DD 0.077 0.390 re re 216 128 10.96 1169 51 20 31 20 67 220 4D 299 0 0 0 0 0 0 0 0 tW 13A,10ow Q077 a 216 1.26 10D 97 209 12 0 0 0 0 282lm 130r10oc9 0520 0077 a se 1461 4D.75 216 1.26 3 25 0 26 49 55 136 33 0 0 0 0 0 0 0 0 G w tql E`. 13A,10oes 2a2om Q077 a5M s s 216 t29 1461 1595 29D 17 260 17 563 243 255 96 17 78 17 172 243 102 265G' 2B•2fm 0520 a 1461 1595 3 3 48 51 0 0 0 0 1 1 13POOws 24-2om Q077 Q57D w w 216 1.28 1461 X41 191 3 414 473 245 1243 0 0 0 0 0 0 0 0I--JGG w 2/42orrd 13A-10oce 0.840 0077 w nw 2360 69.68 216 1.28 40 26 4 26 949 56 2761 33 0 0 0 0 0 0 0 0 P 12B4ftw 0097 273 1.71 295 296 607 507 68 68 185 116 C 16830ad Q032 Q90 1.73 1357 1357 1221 2343 122 122 110 211 F 22Aco am 27.79 0.00 1357 146 4048 0 122 12 333 0 6 c) AID awwsion 1773 17 Ewelope low/giIn 10999 11407 1043 677 12 a) "ArOon 2508 208 65 b) Roomvertildlon 0 0 0 13 bterel 9dre: ODMFwts @ 230 6 1 C 0 Appiw-Wdher 1200 0 Sbtdal (Ibss 6 to 13) 13506 14781 1250 742 Less extend bed 0 0 0 0 Lou transfer RedeftWon 0 0 0 0 0 0 0 0 Subtotal13506 14781 1250 742H15Dictloses26% 42% 3566 6136 269E 42% 330 308 Tdd room load 17072 20917 1578 1050 Air required (cfm) 1000 1000 93 50 Calculations approved byACCA to meet all reouirements of Manual J 8th Ed. wtreghttsotre 1%hi S.% s0 UnkwW 2012121.08 P-IL=057 2o13Ssp 190eP4"O; E1Fi 357La102Nbde11357.nrp Calc= MA 1 -bun bow E weiyhtsoft- Right -J® Worksheet Entire House DEL AIR HTGr AIC & REFRIG. INC 531 COOWO WAV, SAWORD, FL 32771 Phone. 407333.2W5 Fax 407.3333&53 Web: W W W.DBMRaDM Job: LOt62MOde11307 Date: September 18, 2013 sr. R14 I Roan Warne 611m i ettm 2 2 Exposedwal 10.4 R 254 R 3 Room heist 8.0 R hwUcool 8.0 R hmUcod 4 Room dmersio a 1.0 x 127.5 R 1.0 x 129.5 R 5 Room area 127.5 R' 179.5 fP Ty cwebtctxn fn Load M LOW Mffbff E1tfVR'-'F) ehhlfl v pwineter (R) arper+nw (R) 9W tem Cool I Gaoes Mn West Cool G;roaa I WKS Heet I Cod 6 tq! 13410= Q077 n 216 1.28 0 0 0 0 0 0 0 0 2A-2an Q520 n 1461 15.95 0 0 0 0 0 0 0 0 2A•20n 1520 n 1461 1595 0 0 0 0 0 0 0 0 Vpl 13/410we 0.077 re 216 1.28 0 0 0 0 0 0 0 11 L—D 1100 0.390 re 10.96 11.88 0 0 0 0 0 0 0 0 13A,100= Q077 a 216 1.28 0 0 0 0 0 0 0 0 282fm 0.570 a 1461 40.75 0 0 0 0 0 0 0 0 W 13I410an am? se 216 1.28 0 0 0 0 0 0 0 0 yl 13410me 0.077 a 216 1.28 0 0 0 0 120 12D 260 154 2A,2om 0.52D a 1461 1595 0 0 0 0 0 0 0 0 2B-2fm 0.570 a 1461 15.95 0 0 0 0 0 0 0 0 13A•10oca Q077 w 218 1.28 84 6t1 147 87 84 68 147 87 2A -20m Q50n w 1461 3841 16 2 237 622 16 2 237 622 2A•2on4 0.840 w 2360 68,68 0 0 0 0 0 0 0 0 W 13/410oce 0.077 rw 216 1.28 0 0 0 0 0 0 0 0 P 12B-0sw 0097 273 1.71 0 0 0 0 0 0 0 0 C 16830ad 0.032 Q90 1.73 128 128 115 22D 130 13D 116 224 F 22/440 a989 27.78 QOD 128 10 709 0 130 25 708 0 61 c) AID excursion 12831 1 278 E-e4m bsWgain 787 1212 1466 1364 12 a) triltratbn 181 57439 139 b) Room ve NIon 0 0 0 0 13 trtt3rtel gire: Ooctrparts ® 230 0 0a 0 AA lwcevdhsr 0 0 Stbtatei (lies 6 to 13) 9611 1269 1904 1503 Loss ederrei load 0 0 0 0 Leas trwww 0 0 0 0 RedstrkUlon 0 0 0 0 14 S otd 968 1269 1904 1503 15 Dud loads 25% 42% 256 527 26% 42% 503 624 Told morn bed 1224 1 2407 2127 ArregLired (cfm) 72 86 141 102 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. VveWats4aftt Rpht p SubOUnk*mW201212.1.06RSUX057 1013Ss 190Po2 F-4,RbdWWESL Lod2Mode"35TlcW2M dd1367.nry CWc=MA Fbuaahcm E 2 I+ wrightsott- Right -J® Worksheet Entire House DEL AIR HTGr A/C & REFRIG. INC 531 CODLI;W WAY, SAW -ORD, FL 32771 Phone: 407.3332695 Frac 407339.3853 Web: W W W.OEWROOM Job: Lot82Modeh367 Date: September 19, 2013 or. RH I Rbom rwm Sri A *dw Edm 2 Exposed wal 9 2 R 10.0 ft 3 Room heig1t 6.0 R leWcod 8.0 R hmUcod 4 Room dm mbm 1.0 x 60.4 R 1.0 x 149.0 R 5 Room gree 69.4 R' 149.0 t1a Ty Cw*Wu:tbn ll -value or MTM Nee (fM Load AM M Load rwmber BuMt"n at 2)) or Pedrrreter (R) Bt or perkreter (ft) Med Cod Grose WRS Meat Cod Goss WP7S Mod I God 6 13A-10me 0.077 n 216 1.28 0 0 0 0 60 64 138 62 2A-2om O.52D n 1461 15.95 0 0 0 0 0 0 0 0 2A.2om Q52D n 1461 15.95 0 0 0 0 16 0 237 258 Vl 13A•10ms 0.077 re 216 1.28 0 0 0 0 0 0 0 11 L-O 11D0 Q390 re 10.96 11.86 0 0 0 0 0 0 0 0 13A•10ocs Q077 a 216 1.26 0 0 0 0 0 0 0 0 2S.3m 052D a 1461 4Q75 0 0 0 0 0 0 0 0 W 13A,10oc9 Q077 se 216 1.28 0 0 0 0 0 0 0 0 Vj/ 13A-10ocs Q077 a 216 1.28 46 45 97 57 0 0 0 0 G 2/42om Q s 1461 1595 0 0 0 0 0 0 0 0 G 29-2fm 1510 s 1461 15.95 3 3 45 51 0 0 0 0 1 l 13A•10ms 0.077 w 216 1.28 0 0 0 0 0 0 0 0 C 2 ,tom 1510 w 1461 3641 0 0 0 0 0 0 0 0 2A•2m d 0.640 w 23.60 6666 0 0 0 0 0 0 D 0 w 13A,10ws 0077 rwv 216 1.28 25 26 56 33 0 0 0 0 P 1284sw Q097 273 1.71 0 0 0 0 112 112 305 192 C 16B3Dad 0.032 0.90 1.73 OD 60 54 104 149 149 134 257 F 22A -V 0.989 27.79 0.00 60 9 255 0 140 10 276 0 6 c) AED a mesion 7 25 Er -lope bWgmin 508 236 1092 764 12 a) VIVUWm 158 50 172 54 b) Room vertllation 0 0 0 0 13 bto. pdm: Ocaperts ® 230 0 0 1 230 Applar-WdYer 0 0 StUdal Qires 6 to 13) 668 286 1284 1049 Lees ®denial bad 0 0 0 0 Less trweer 0 0 0 0 ReddrWicn 0 0 0 0 SLUdd 866 2BB 1264 1049 H Duct beds 26% 42% 178 12D 26% 42% 334 435 Tet room bad 842 40B 1 1597 1464 Nr =..d (efm) 49 20 1 94 71 Calculations aDDmved bvACCA to meet all reauirements of Manual J 8th Ed. gft w—f t RIghLSu6eO lk*mmM 2D1212.1.OB RSlA8057 2M3 -Sep -190 8 Pegse 3 3 E1F eH357Ud2MD"1357.rup Calc -M18 Hmmbcea E wrightsoft Right -JO Worksheet Entire House DELAIR HTG. A/C & REFRIG. INC 531 000900 WAY, SAWORD. FL 32771 Plane 407-3332885 Fex 407333-3653 Wbb: WWW OB AIROOM Job: Lot92Mode11357 Date: September 19, 2013 ey: RH I Roam rwm lGYCXo Living 2 6(posedwal 320 R 241 R 3 Room heist 8.0 R heal/cool a0 R heWcod 4 Room dmensima 120 x 20.0 R 1.0 x 424.5 R 5 Room area 24D.0 R' 4245 tP Ty W) LOW number R(fVR; PERI R5 ofpub, ar (ft) etW orrepoh, er (ft) etuh) Heat Cod Grose NPS Had Cod Owe WFfS Heel Cod 6 13A•10oca 0.077 n 216 1.26 160 160 346 205 104 72 156 92 2A•2om Q52D n 1461 15.95 0 0 0 0 0 0 0 0 2A•2om 0.520 n 1461 15.95 0 0 0 0 32 0 473 516 W/ 13410=s C1077 re 216 1.26 0 0 0 0 51 31 67 4D 11 t -D 11DO 0.390 re 1Q96 11.88 0 0 0 0 26 20 22D 239 Vjl 13A•10oce 1077 a 216 1.28 0 0 0 0 12 12 26 15 G 262m 0.520 a 1461 40.75 0 0 0 0 0 0 0 0 W 13A -10=s Q077 se 216 1.28 0 0 0 0 26 26 55 33 Vel 13410om Q077 6 216 1.28 0 0 0 0 0 0 0 0 2A-2om Q520 a 1461 15.95 0 0 0 0 0 0 0 0 2B-Zm Q520 a 1461 15.95 0 0 0 0 0 0 0 0 Lpl 13A,10oce Q077 w 216 1.28 96 56 121 72 0 0 0 0 LAG 242am Q520 w 1461 X41 0 0 0 0 0 0 0 0 2A-2wrd 084D w 2160 base 40 4 949 2761 0 0 0 0 W 13A*10ow Q077 rw 216 1.2B 0 0 0 0 0 0 0 0 P 12B4)sw 0.097 273 1.71 0 0 0 0 56 56 153 96 C 161130ad 0.002 0.90 1.73 24D 24D 216 414 424 424 382 733 F 2ZAe0 Q989 27.79 0.00 24D 32 889 0 424 24 669 0 61 c) AED axcwsion 11295 65 E'dWe Iose%in 2521 4747 22M 1699 12 a) Miloation 550 174 415 131 b) Roan vertlbtlan 0 0 0 0 13 hto, }pare: Occa lm" ® 230 zx 4 920 Apy68noeslother 1200 0 StUotal (11nes 6 to 13) 3071 6351 26151 2750 Lasa ®denial load 0 0 0 0 Less transfer 0 0 0 0 Redstrldtlon 0 0 0 0 14 Sbtotd 3071 6351 2615 2750 15 O urt loads 26% 42% 8" 2637 26% 42% 690 1142 Total mom bad 35M 8M33061 3892 Air rec"red (cfm) 2Z71 430 1941 186 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 41- w" f ftts47t3ti8yht Sum lJnirer®J 201212.1.08 RSO D8067 Pop 2013Sep-19 08:47:12 E.4r,M% ASWESTtoS2Mode"357UdOWD"1357.nrp Cdc=MJB 14oueebow E 4 Ws ightsoR- Right -J® Worksheet Entire House DELAIR HTGr A/C & REFRIG. INC 531 COOISOO WAY, SALFORD. FL 32771 PAonr. 407-5332885 Fax 07333-3853 VVeb: V W W.OBAAODM Job: Lot62Mode11367 Date: September 19,200 By: RH 7 Rbarr mare ii[ sh IOf. t 2 Exposed waft 15.0 ft 7.5 ft 3 Roomhegt 8.0 ft hmumd 0 ft heWcool 4 Room dmermbrm 1.0 x 73.8 ft 1.0 x 3D.8 R 5 Room area 73.8 ft' 30.8 ft' Ty Cantrwtion U -valve Or HTM Area (fM hoed Ame Qty Load ruftarI Brit/ Wn Bkh') at geometer (ft) Btw or perorleter (ft) Heat Cod G es MRS Heat Cool Gass WRNS Heat Cod 6 13A-10oes 0.077 n216 1.28 76 71 153 90 0 0 0 0T2A-2om 0.520 n 1461 1595 5 0 79 88 0 0 0 0 2A.2om 0.520 n 1461 15.95 0 0 0 0 0 0 0 0 VY 130.10=9 Urn re 216 1.28 0 0 0 0 0 0 0 0 11-D 1100 0.390 re 10.96 11.88 0 0 0 0 0 0 0 0 Yy 13A10oc9 0.077 a 216 1.28 44 41 88 52 44 44 95 56 C 2&2rm Q520 a 1461 4D75 3 0 49 136 0 0 0 0 w 13A.10=cs 0.077 ee 216 1.28 0 0 0 0 0 0 0 0 Vt/ 13A,10=9 Q077 s 216 1.26 0 0 0 0 16 16 35 21 C 2A.2om 0.5m s 1461 15.95 0 0 0 0 0 0 0 2B2fm Q52D s 1461 15.95 0 0 0 0 0 0 0 0 W/ 13/1009 4077 w 216 1.28 0 0 0 0 0 0 0 0 ZA-20m 0.520 w 1461 3a41 0 0 0 0 0 0 0 0 L_. GG 24.2omd 0.840 w 23.60 6&68 0 0 0 0 0 0 0 0 w 13A.10o9 Q077 rwv 216 1.28 0 0 0 0 0 0 0 0 P 12BOew 0.097 273 1.71 28 28 76 48 32 32 87 56 C 16830ed 0.032 0.90 1.73 74 74 66 127 31 31 28 53 F 2ZAc0 0.989 27.79 0.00 74 15 417 0 31 8 208 0 61 c) AED 1-14 5 Bwebpe bWgfin 978 528 453 180 12 a) 111b lcn 258 129 41 b) R=an vertedbn 0 0 0 0 13 Irtemel girm: ooarperte ® 230 0C 0 Aypfianoes/cltler 0 0 Sbtdd (i0we 6 to 13) ries 607 582 22D Less edend bed 0 0 0 0 Less trermfer 0 0 0 0 RedstrbAlan 0 0 0 0 14 Stidal 1186 607 582 220 15 Oust loede 25% 42% 313 252 25% 42% 154 92 Tdal room bad 1489 660 736 312 Air rwJred (cfm) 88 41 43 15 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrr 1 t-tt -ft Right-%bO Uni @MW 201212.1.08 RSlA8W 2013Sep1908.4712 E1Fi en367 Lo1B2MD"1357.rup Cek=M@ Fbraebm E PegeS Duct System Summa ry Job: LotMode1137 Wr htsof° Date: September 19,2M Entire House or. RN DEL AIR HTG/ A/C S REFRIG. INC 531 CODrSCO WAY, SAWOM FL 32771 Phone: 407-3332885 F= 407333 `7 Web: W W W.DBJWOCM For. MSWEST, Lot62Modell357 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.17/0.17 in H2O 0.241 in/100ft 1000 cfm 141 it Cooling 0.40 in H2O 0.06 in H2O 0.34 in H2O 0.17/0.17 in H2O 0.241 in/100ft 1000 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FR Diem in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk edrmI c 1796 72 86 0.394 6.0 0x0 VIFx 16.3 70.0 Peak AVF edrm2 h 2407 141 102 0.430 7.0 Oxo VIFx 9.1 70.0 224 Bdrm3 h 1579 93 50 0.312 6.0 0x0 VIFx 24.1 85.0 st1 rem h 642 49 20 0.447 4.0 Ox 0 VIFx 6.0 70.0 K c 4494 114 216 0.366 8.0 0x0 VWX 22.9 70.0 KibhwA c 4494 114 215 0.378 8.0 Ox 0 VIFx 20.1 70.0 LMnp h 1653 97 93 0.296 6.0 Oxo VIFx 29.7 85.0 st1 LMnwA h 1653 97 93 0.318 6.0 Ox o VIFx 21.8 85.0 SH MBh h 1499 88 41 0.244 6.0 Oxo VIFx 39.2 100.0 st2 M.Wic h 736 43 15 0.241 4.0 Ox 0 VIFx 41.0 100.0 st2 Mester bdrrn h 1597 94 71 0.264 6.0 Ox 0 VIFx 28.7 100.0 st2 Supply Trunk Detail Table ; weft rdght-SubO Unneraa1201212.1.06 MWMW 2013Sep1908 ap IPap E1F e"357 AMMode11357.nip Ca zMls Fbuwbmes E Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st1 Peak AVF 511 363 0.241 650 12.0 0 x 0 VinlFbc st2 Peak AVF 224 127 0.241 643 8.0 0 x 0 VinlFbc st1 weft rdght-SubO Unneraa1201212.1.06 MWMW 2013Sep1908 ap IPap E1F e"357 AMMode11357.nip Ca zMls Fbuwbmes E t Rkum Branch Oetai! Table Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 1000 1000 0 0 0 0 Ox 0 VIFx Wrigitsoft RightSu0e0UWorW201212.1.08RS1D0007 20t3Sep1900* 22 E.1F OM35MoS2Kt"l357.nup Cale=NUS Hmmt ees E 42'x42' A/C Slab By Builder Min. 2' f r w u a C 3' bath duct to roof or wall cap w/fan Nutone 696RNB 1 1 O O sae ' dk O f 14>< cd C U t OeDROOM Z OnDn"M I DI e'•IO°k IP -4' e'- IP -As INN -01 12x6llrcd 1 x6llrcd 5 1 12x11 to exten o0 11 c o'01 10A, niff 10x6 1vcd 19$6 jIwcd 1 6 lrcd LIVING ROOMS 1'- 11 6• IV -ON 2I1-0 0.0 2x12 rag afro 1 W \' J »,n 6, OFow GARAGN µw e"W& 2.5 ton r/5kr 9240v 1ph p o 2oAm Y scale X1/8'=1'0' eoOU" W. i - 16S ;MV -10. Tlorida r ductsIat Btrs shed InFloridaResldentlnllBuUdingCode Salonced Return Air, exceptlona 1-3. 8ullder FM provide unrestrkted l Inch undercut on doors to habitable roams 10x6 lr 70 MAS A DlDROOM 11'-06X 14'-4' C I 3' bath duct to roof or wal cap w/fan a J41Nutone 696RNB i44' 1 cd Must have 4 minimum clearance of 4 Inches around the alr handler per the State Energy code. All duct has an r_6 Insulation value. L X Ci O f U I 0 L CY) 1 N J Lj I,, 0LJ 39=1 F— O o Ff J NO2 na,= f N m W 3Jjo'a IMCL —1 p PERNTI # /3_.236 I IN IIIII III IN 1111111111111111111 c)V%cs Product Approval Address?l{l1"i (l 1 ' T: ,l Alr- , Form Permit # Btmol vt: Divls,oN Product approval information can be obtained at the following sources: hfD://www.floridabuilding.org, http://www.miamidade.gov/buildingcode OR directly from the manufacturer. The following information must be available on the jobsite for inspections: 1. This entire product approval form, stamped as "Reviewed" by Seminole County Plans Examiner. 2. A copy of the manufacturer's installation details and requirements for each product TYPE Fill in blank for others) MANUFACTURER MODEL # / SERIES FLORIDA APPROVAL # MIAMI / DADE INCLUDE DECIMAL) N.O.A. IF APPLICABLE SWINGING OO SLIDING-PLYE 1E L Z -A I LOVERHEAD 562iES L- Z -Feta SINGLE HUNG r 66 WINDOWS 916rj 3-7-53 FL- - - F - DOUBLE HUNG HORIZONTAL SLIDING CASEMENT FIXED GE S612W5 SKYLIGHT MULLION ALUMINUM KAYCW 41 > SOFFIT bmo hri, -5L' Z VINYL SHINGLES EAM I To— ROOFING M 70 EL I q5& - METAL TILE SINGLE PLY OTHER COMPONENTS SIDING Engineered Lumber, Hurricane Shutters, Lintels, etc. i.i ,VTFL-S L -0F T "<5 CVAI v FL- l Z04 7- 1101 1101 EAS -1- FIRST STREET SANT FORE- FL 32771-1466 PI LONE (407) 665-7050 FAX (4071665-7466 Florida Building Code Online 11 Yage 1 of 4 w Business& Professional Regulation Florida Departments eaS none I Log In :User ReotstraW i not TOPICS • SUWM Surdurge sots a Fats Pu00otbr6 MC SM" eas Site Mev ' tMks : search 3usines r( Professional Product Approval USlR: Pupk User Regulation Product ADMVDI Menu> >, > Appliutlon Dactil F1.0 FL8248-RID Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer wayne-Dalian. a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive PwwcDla, FL 32514 850)475-6000 gWor®wayne-D%MDn.00m Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Mesad Florida Engineer or ArchMM Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Valktated By Certificate of Independence Greg Taylor gtaylor® Wayne-DaRon.com Greg Taylor 3395 Addison Drive Pensacola, Ft. 32514 850) 474-9890 gtaylorOwayne-dalt0n.com exterior Doors Sectional Exoenor Door Assemblies Evaluation Report horn a Florida Reglsto Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardmpy Received Mark A. Sawldd PE -72613 Intertek Testing Service, NA Inc. - ETl/Wamock Mersey 03/06/2020 Alfrey P. Arneson, P.E. Validation OWMISt - Mar0WPY Received Referenced Standard and year (of Standard) 5liDd8d ANSI/DASMA-108 ANSI/DASMA-115 TAS -201 TAS -202 TAS -203 Equivalence of Product Standards Certified By Sections from the Code XXAL 2002 2005 1994 1994 1994 http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquimeb8GbxRy WG4a... 9/19/2013 13 CA ROLLER SUOE ATTACHED TO BRACKET MTX 5/16-I8 BOLT a NUT IN CENTER SLOT AND 1/4 -200/116 - TRACK BOLT Q 1/4-20 HEX NUT THROUGH ANY TWO AUGMING HOLES— 2) 13 CA COMMERCIAL A - .-• AAE TDP BRACLKE/5 EACH SELF D10LLNC C IMPDTE SCREWS INSIDE OF EACH INSIDE END No") 2• STEEL ROLLER WITH 9' GRADE 1144 OR EQUIVALENT STEM U ' -0.1. / BEIM . 2) 14 CA WIDE BODY[LTD IWGES EACH ATTACHED QE B MTM (4) 1/4-14.5/6' SELF YAPPING SCREWS 14 CA WIDE BODY 0• HEADER INTERMEDIATE MINCE / ATTACHED 'MTN (4) / HEADER LOCK , 1/hINGj ' SWTi ' T • BRACK[T 1 TAPRNC SCREWS mnn ens AvENCIIII&MI cAU AWAM 1~ 12 OA E7KTENSION BRACKET nrrul 14 CA CENTER HINGE— ATTACHED MIN ((3) VIII -114.7/8" y. SELF DRILUNO CIMPIITE SCREWS HITCH PIN TEST (PSR): +69.00/-78.00 2 THROUGH STRUT AND BRACKE 4) 1/4-14.7/6• 4) 5 6.1-5/6' I''LI{rl-If EDGE 14 CA BOTTOM BRACKET DISTANCE LAO I-I rI-I!'II-I III• N Q WING PAR: 327024 ATTACHED MTH (2) 5/16 -IW -1/2' SON Or OVERHEAD PENSACOOL nLORIDDA 32514 850 A7A-9890 H• I i u u 12 OA E7KTENSION BRACKET nrrul 14 CA CENTER HINGE— ATTACHED MIN ((3) VIII -114.7/8" y. SELF DRILUNO CIMPIITE SCREWS HITCH PIN TEST (PSR): +69.00/-78.00 2 THROUGH STRUT AND BRACKE 4) 1/4-14.7/6• 4) 5 6.1-5/6' SET' 00LLNG 06LBTTE Scot 1: EDGE 14 CA BOTTOM BRACKET DISTANCE LAO D Q WING PAR: 327024 ATTACHED MTH (2) 5/16 -IW -1/2' SON Or OVERHEAD PENSACOOL nLORIDDA 32514 850 A7A-9890 DRILLING SCREWIS EACH 1/4-14.7/6' SELF DRILLING IQ% B0.T t NUT o WASH CIMPTITE SCREWS THROUGH STRUT AND BOTTOM BRACKET AND (1) 1/4-1410/6• SELF ORIWNC TAMPER TESISTAN V \ QEIAL..Q MIN 14 CA CENTER HINGE— HITCH PIN TEST (PSR): +69.00/-78.00 4) 1/4-14.7/6• LIN1SLAB 6• MN / SET' 00LLNG 06LBTTE Scot 1: EDGE ADDED TO EACI [ lLy DISTANCE HINGE MM A POST of 2 Q WING PAR: 327024 Ostul M 2) 5/16-1211' SELF SON Or OVERHEAD PENSACOOL nLORIDDA 32514 850 A7A-9890 DRILLING SCREWIS EACH WITH t 5/16 RAT WASH PARI( A SAIL IO. PE 21,01 S. STAR KITY 121. SUITE 200 ENSVLLE, n 71,0117 R PE 72611 111 PE 101:291 PROESSIONAL ENONEER'S SEAL PRONOLM ONLY FOR VERIFICATION Or NNILOAD CONSIRUcTm OCfAAS TOP PLATE EXTENSION TOP LOOK 1 4) 5/1, SELF OR SCREWS 4) 1/4-1410/6' SELF TAPPING SCTRWS 9AKAgam 5) SECTION DOORS MTH 20 CA BID LOCATEDN AS SHOWN 4) SECTION DOORS MTH S) 3' 20 CA 60 KSI U -BARS LOCATED AS 94OWN EXTERI( FRAME AME SCREW ARBCHATE REVISIONS AODIFIED NOTES 10 tE THAI LOUVERS NOT IMPACT IS1ANT INCREASED IDA PRESSURES 10 00/-52.00 6/29/07 ADDED IMPACT ISTANT GLAZING. ED DETAIL .$ SHEET 2 GLAZING. REMOVED CRETE SPECIFICATION M NOTES AND ADDED ML H SHEET 2 FOR CRETE SPECIFICATION. IED MAX GLAZING NSION TO NOTES ET I. MODFICD JAMB 11/10/07 M(IOIFlED LOUVER ION. ADDED TEXAS NSE NUMBER TO E BLOCK. 9/19/00 UPDATED TITLE BLOCK IMPACT GLALNG 4/16/12 1w STATIC PRESSURE RATINGS I APPROVED SIZES SCALE: N.T.S. SIZE: A DESIGN (PSF): +46.00/-5200 IMAX WIDTH. 18'-0' 1 DATE NAME TEST (PSR): +69.00/-78.00 IMAX HEIGHT: 8-0' JDRAWN 5/26/06 GRT IMPACT/CYCLIC RATED (YES/NO). YES MODELS 8000/8100 DOOR CORIF WINDLOAD SPECIFICATION MAX SECTION HEIGH I: 21" CHECKED 1/22/07 MRB SHEET 2 of 2 Q WING PAR: 327024 1,80. REV. P4 SON Or OVERHEAD PENSACOOL nLORIDDA 32514 850 A7A-9890 OPTION CODE 1144 1. IMPACT RESISTANT GLAZING OPTION- IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED N TOP OR INTERMEDIATE SECTION (NTN OR WITHOUT DECORATIVE INSERTS). MA2NO SHALL BE 1//• POLYCARBONATE MAXIMUM GLAZING DIMENSIONS SHALL BE 11• A Ir CUTOUT. FASTENED WITH 08 X 1' SYS: 3X ALONG 714E HORIZONTAL AND 2X ALONC THE VERTICAL SEE DETAIL J ON SWEET 2 FOR ASSEMBLY DETAIL& 2. MON-IMPACT REISIANT CLAZNG OPTION - .OW MINIMUM SSB GLAZING N MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (10) #&1• SCREWS INSTALLED IN TDP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS WFORM STATIC WIND PRESSURES SHOWN ON TMS DRAWING, GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 10.69' AND A MAXIMUM LENGTH OF 16.BC. G.AZINO IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REGIAREMENTS FOR MND -BORNE OEBRIS REGIONS. 3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6• D.C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16• TO MEET NEGATIVE PRESSURES. 4. KEY LOO( OR SLIDE LOCKS REQUIRED e. LOUVER OPTION - .010' MINIMUM LOUIOK IN MOLDED FRAMES SCREWED TOGETHER NTN A MINIMUM OF (10) /84.1• SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. S. SECTION STEEL TO HAVE A MINIMUM 26 OA TICKNESS, 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND N ACCORDANCE WITH CURRENT BULDINC CODES FOR THE LOADS LISTED CH THIS DRAWING. L DOOR JAMB TO BE MINIMUM 24 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. 9. FOR TAW HEAD ROOM LIFT CONDITIONS. TOP BRAN SHALL BE A 13 CA LHR 7/4 TOP BRACKET NTH A MINIMUM Or (3) 1/1-11°7/B' SELF DRILLING C IMPn1E SCREWS IN LIEU OF FIR BRACKET SHOWN ON THIS DRAWING, U -BAR ON TOP SECTION SHALL BE INSTALLED ON TOP DF LHR TOP BRACKETS 13 CA HORIZ ANGLE 13 CA FLAG ANGLE 15 CA MN NORIZ s/+eR1-s/8• LAG SCREW (MN / AS SHOWN) 1/.-20X9/IV LARGE Epp TRACK BOLTS OR 1/4-20 STUDS NTH 1/4-20 NEX NUTS 15 CA MIN VERTTRACK 1//-204/16' TRAGI BOLT AND 1/4-20 HEX NUT AT EACH JB -US JAYS BRACKET LOCATION s/te.+-s/e• LAG SCREW AT EACH JAMB BRACKET 13 GA STIFFENED JAMB BRACKETS SEE SCHEDULE FOR QUANIY, LOCATION . ANDKEYLOCKORSLIDELOCK EACH END (SEE NOTE 4} SAE LOCK SHOWN FOR CIA TY SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE klMlX MAX UNI RY YT L -Am AND R DOOR LOAD CA04 SJIB AT EACH POST TH Hoar JAMB PLF LOCATION RBS Ho1e3.J-209.1307.4 -1n29 e' -o• Res S -209. 1704.0 -1936.3 0' r -o• 19067 -21x7 +163zo -te30.s e'-0• 1+19067/-213.71 +106063/-21019 GA END STILE L (< DOOR PI MODIFIED NOTES 10 T STATE THAT LOUVERS 4R[ NOT IMPACT1RESISTANTINCREASED 20 CA CENTER STXE DCSIUN PRESSURES TO NAME 46.00/-52.00. GRT 6/29/07 MAX HEIGHT: 8'-0• IDRAWN 5/26/06 1 P2 ADDED IMPACT RESISTANT GLAZING. ADDED DETAIL J 94EET 2 MR6 OR GLAZING. REMOVED CONCRETE SPECIFICATION o 0ROM NOTES AND ADDED OW90N OF OVERHEAD, D DOOR COR ETAIL H SWEET 2 FOR CRETE SPECIFICATION. PROYSSK)k L ENOMQR'S SEAL PRUVM CWY MR ADOED MAX GLAZING WINDLOAD SPECIFICATION DIMENSION TO NOTES P4 SHEET 1. MOCnED JAMB NOM, SECTION SOLIDI lllijjjDOORSHOWNSEESHEET ` Tillo 2 FOR U -BAR LOCATIONS ON DOORS WITH OTHER SECTION QUANTITIES AND agmL is' DOOR SHOWN. SEE SEE NOTES T AND 2 T95 SHEET 2 FOR HINGE. STLE. AND MEET FOR GLAZING DPORS. LOCATIONS ON DIMER SIZE OPTIONS FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WIN 1/1-204/16' TRACK Bar AND NUT AS SHOWN ABOVE. CRT 11/10/07 P3 MODIFIED LOUVER TION. ADDED TEXAS LICENSE NUMBER TO 1 TITRE BLOCK. GRT 9/19/08 UPDATED TITLE BLOCK AND IMPACT GLAZING CRT 4/16/12 STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S SIZE: A DESIGN (PSF): +16.00/-52.00 MAX WIDTH: 18'-0• 1 1 DATE I NAME TEST (PSF): +69.00/-78.00 MAX HEIGHT: 8'-0• IDRAWN 5/26/06 1 CRT MARK A SARICAL PE IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21" CHECKED 1/22/07 MR6 Iso s STATE NI. /t1. AMT[ too 87 IElTATE Iw 1. SUI MODELS 8000/8100 SHEET ) OF 2 Ft PE 72613 t PE ID6E91 OW90N OF OVERHEAD, D DOOR COR ORANNC PAR>: NO REV PROYSSK)k L ENOMQR'S SEAL PRUVM CWY MR PENS COLAAODftORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 1144 327024 P4 ERMAnEH Or MNIXOAD f4DSIftCnQ1 DEIAAs 850 474_9890 Florida Building Code Online Page 1 of 2 DA NPA"WANT Of Hl Business & Professional. Regulation rc-a>m ic Florida DepartmenW Bos Mane 1 "In the Rep6baum Ma Topics submit surcharge srse a FOtS nreiunons Fac shoo aas sae Mee Unlo seorch Busines (_?) rofessional Product ApprovalPUSER: Putnik Ther Regulation Product Aeorovat Menu > Application, List > ARpBodon DOMI FL ! FL12045-R2 Application Type Revision Code version 2010 Application Status Approved Comments Archived Product Manufacturer Lott's Concrete Products Address vnorwEmau P.O. Bol[ 77125 Winter Garden, FL 3+777 407) 656.2112 preMt98®aol.00m Authorized Signature 3ohnnhe Lail pretast98®a0l.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone, /E mal I Category SUMMMl 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 J Evaluation Report - Hardoopy Recdved Florida Engineer or Architect Name who developed the Thuy H. Huynh Evaluation Report Florida License PE -60122 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Elgtlretion Date 11/01/2013 Validated By Andrew Lovensteln, P.E. J Validation Cneddlst - Hardcopy Received Certificate of Independence Fn 12045 R2 COI 320046 Eno Evaluation Report OrJf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1901.2 2107 R402.2 8606 r Product Approval McMOd Method 2 Option B Date Submitted 02/27/2012 http://floridabuilding.org/pr/pr_app_dtl.aspx?param= A GEVXQ AlDquJEQf8P6a6FHYM4... 9/19/2013 r Loft's Concrete Products, Inc. DANSCO ENGINEERING,I.I.0 P.o Box 3400 6012 Forams pMw 0. Beedr, FL 33572 Somml A. Greenberg, PE Irwer J. Benwn, PE Thuy H. Hrynh. PE INSTALLATION INSTRUCTIONS Adarsh B. Shah, PE Version 1.1 January 24, 2012 p.813.645.0166 I f.81 3.645.9698 1 www. danscoengineering. com Loft's Concrete Products, Inc. PRECAST AND PRESTRESSED LINTELS 18" AND 12" 1AItDE) In order for proper installation of precast lintels, DANSCO Engineering, LLC, has prepared this installation instructions to be used in conjunction with quality control methods of the contractor and good construction practices. Preparation 1. All reinforcements shall be cleaned by removing mud, oil, or other materials that will adversely affect or reduce bond at the time mortar or grout is placed. Reinforcement with rust, mill scale, or a combination of both will be accepted as being satisfactory without cleaning or brushing provided the dimensions and weights, including heights of deformations, of a cleaned sample are not less than required by the ASTM specification covering this reinforcement in this Specification. 2. Prior to placing masonry, remove laitance, loose aggregate, and anything else that would prevent mortar from bonding to the lintel. 3. Debris — Construct grout spaces free of mortar dropping, debris, loose aggregates, and any material deleterious to masonry grout. Lintel / masonry erection 1. Placing lintel — Length of bearing of lintels on their support shall be a minimum of 4 inches for filled lintels and 6 % inches for unfilled lintels in the direction of span. Provide a temporary support for lintels that are greater than 14' — 0"; the temporary support shall not be removed until 2 days after the grout placement. 2. Placing mortar and units (for composite lintels only) Bed and head joints — Unless otherwise required, construct 3/8 inches thick bed and head joints. Construct joints that also conform to the following: a) Unless otherwise required, tool joint with a round jointer when the mortar is thumbprint hard. b) Remove masonry protrusions extending '/Y inches or more into cells or cavities to be grouted. Place hollow units so: a) Face shells of bed joints are fully mortared. b) Head joints are mortared, a minimum distance from each face equal to the face shell thickness of the unit. p.813.645.0166 I f.81 3.645.9698 1 www.danscoengineering.com c) Vertical cells to be grouted are aligned and unobstructed openings for grout are provided in accordance with the Project Drawings. Place clean units while the mortar is soft and plastic. Remove and relay in fresh mortar any unit disturbed to the extend that initial bond is broken after initial positioning. Reinforcement installation a) Support and fasten reinforcement together to prevent displacement -beyond the tolerances allowed by construction loads or by placement of grout or mortar. b) Completely embed reinforcing bars in grout in accordance with AC1530-08 Article 3.5. c) Maintain clear distance between reinforcing bars and any face of masonry unit or formed surface, but not less than % inches for fine grout or %z inches for coarse grout. d) Splice only where indicated on the Project Drawings, unless otherwise acceptable. e) Unless accepted by the Architect/ Engineer, do not bend reinforcement after it is embedded in grout or mortar. f) Place joint reinforcement so that longitudinal wires are embedded in mortar with a minimum cover of 'h inches when not exposed to weather or earth and 5/8 inches when exposed to weather or earth. Grout placement a) Placing time — Place grout within 1% hours from introducing water in the mixture and prior to initial set. b) Confinement — Confine grout to the areas indicated on the Project Drawings. Use material to confine grout that permits bond between masonry units and mortar. c) Grout pour height — Do not exceed the maximum grout pour height given in the AC1530-08 Table 7. d) Grout lift height — Place grout in lifts not exceeding 5 feet. e) Consolidation — Consolidate grout at the time of placement. Consolidate grout pours 12 inches or less in height by mechanical vibration or by puddling. Consolidate pours exceeding 12 inches in height by mechanical vibration and reconsolidate by mechanical vibration after initial water loss and settlement has occurred. Field quality control a) Verify masonry unit strength, fm in accordance with the AC1530-08 Article 1.6. b) Sample and test grout as required by the AC1530-08 Articles 1.46 and 1.6. p.813.645.0166 I 1.81 3.645.9698 1 www.danscoongineering.com Cleaning Clean exposed masonry surfaces of all stains, efflorescence, mortar or grout ; droppings, and debris. i i Limitations of use a) Support on wood — Lintel shall not be support on wood girders or other form of wood construction. b) Construction loads — Do not apply construction loads that exceed the safe superimposed load -carrying capacity of the masonry and temporary support, if used. c) Impact resistance — Lintels apply to the design or construction of masonry for buildings, parts of buildings, or other structures, if the project is located in areas where the ultimate wind speed exceeds 160 mph, exposure B shall be filled solid with grout. 1: ftjec s"ineering and Inspedions 3200464x ters 320046-W2_lnstallation_Instrudions.doe p.813.645.0166 1 1.81 3.645.9698 1 www.danscoengineering.com J Florida Building Code Online e Page 1 of 3 INr1Y ~ 6, ISO ProfessidnallAregullatiow Florida Cepartmentd DOS Mone ; Log to cher ReglMa"m i Mot Topics SubmR Surclm" stags ll Fara WORrstions FBC Staff DOS Site Map Linke swo 3usingy ) Professional OProductApproval USER: walk riser Regulation Amlicadon.Liu > Appilestlon oaaall FL a FL1956-R8 Application Type Revision Code Version 2010 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 Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden®tamko.com Authorized Signature Kerrl Eden kerri_edenOtemko.com Technical Representative Kenl Eden Address/Phone/Emall PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_edenOmmko.com Quality Assurance Representative Address/Phone/Emall Category Roonng Subcategory Asphalt Shingles Compliance Method CertlRcatlon Mark or Using Certification Agency UL LLC Validated By Robert J. M. Nkeminen, PE J Validation ChecldLSt - Hardcopy Rex rived Referenced Standard and Year (of Standard) mikellm XL ASTM D3161 2006 ASTM D3462 2007 ASTM D7159 2007 EQulvalence of Product Standards CertJned By Product Approval Method Method I Option A Date Submitted 09/27/2012 Date Validated 10/15/2012 Date Pending FBC Approval Date Approved 10/16/2012 httn://floridahuilding.org/nr/or ann dtl.asnx?naram---wGEVXOwtDos%2fmGFovT6ra0%... 9/19/2013 TAMKO BUILDING PRODUCTS Application instructions for HERITAGC 30 LAMINATED ASPBAII! S®NGLES Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. THIS PRODUCT IS COVERED BY A LIMITED WARRANTY, THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER IN COLD WEATHER (BELOW 40"F), CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES. IMPORTANT It is not necessary to remove the plastic strip from the back of the shingles. 1. ROOF O These shingles are for application to roof decks capable of receiving and retaining fasteners, and to inclines of not less than 2 in. per foot. For roofs having pitches 2 in. per foot to less than 4 in. per foot, refer to special instructions titled "Low Slope Application". Shingles must be applied property. TAMKO assumes no responsibility for leaks or defects resulting from improper application, or failure to properly prepare the surface to be roofed over. NEW ROOF DECK CONSTRUCTION: Roof deck must be smooth, dry and free from warped surfaces. It is recommended that metal drip edges be installed at eaves and rakes. PLYWOOD: All plywood shall be exterior grade as defined by the Engineered Wood Association. Plywood shall be a minimum of 3/8 in. thickness and applied in accordance with the recommendations of the Engineered Wood Association. SHEATHING 130ARDS: Boards shall be well -seasoned tongue - and -groove boards and not over 6 in. nominal width. Boards shall be a 1 in. nominal minimum thickness. Boards shall be properly spaced and nailed. a. vINT1111"os Inadequate ventilation of attic spaces can cause accumulation of moisture in winter months and a build up of heat in the summer. These conditions can lead to: 1. Vapor Condensation 2. Buckling of shingles due to deck movement. 3. Rotting of wood members. 4. Premature failure of roof. To insure adequate ventilation and circulation of air, place louvers of sufficient size high in the gable ends and/or install continuous ridge and soffit vents. FHA minimum property standards require one square foot of net free ventilation area to each 150 square feet of space to be vented, or one square foot per 300 square feet if a vapor barrier is installed on the warm side of the ceiling or if at least one half of the ventilation is provided near the ridge. If the ventilation openings are screened, the total area should be doubled. Frill!® WIND CAUTION: Extreme wind velocities can damage these shingles after application when proper sealing of the shingles does not occur. This can especially be a problem if the shingles are applied in cooler months or in areas on the roof that do not receive direct sunlight. These conditions may impede the sealing of the adhesive strips on the shingles. The inability to seal down may be compounded by prolonged cold weather conditions and/ or blowing dust. In these situations, hand sealing of the shingles is recommended. To insure immediate sealing, apply 4 quarter -sized dabs of TAM -PRO' Premium SBS Adhesive or TAMKO Tam -Seal Adhesive on the back of the shingle 1 in. (25mm) and 13 in. (330mm) in from each side and 1 in. (25mm) up from the bottom of the shingle. Press shingle firmly into the adhesive. For maximum wind resistance along rakes, cement shingles to the underiayment and each other in a 4 in. (102mm) width of TAM -PRO SBS Adhesive or TAMKO Tam -Seat Adhesive. Caution: Apply ONLY a thin uniform layer of adhesive less than 1/8 in. (3mm) thick. Excessive amounts can cause blistering of the shingles and may soften the asphalt in certain underiayments resulting in the asphalt flowing, dripping and staining. Shingles must also be fastened according to the fastening instructions described below. Correct placement of the fasteners is critical to the performance of the shingle. If the fasteners are not placed as shown in the diagram and described below, this will result in the termination of TAMKO's liabilities under the limited warranty. TAMKO will not be responsible for damage to shingles caused by winds in excess of the applicable mph as stated in the limited warranty. See limited wam3nty for details. FASTENING PATTERNS Fasteners must be placed 6-1/8 in, from the bottom edge of the shingle, penetrating through the common bond, and located horizontally as follows: 1) Standard Fastening Pattern. (For use on decks with slopes 2 in. per foot to 21 in. per foot.) One fastener 1 in. back from each end and one 13-1/2 in. back from each end o1 the shingle for a total of 4 fasteners. (See standard fastening pattern illustrated below). STANDARD FASTENING PATTERN FASTENERS NIJL ZONE Comoro" BOND 61/8'n n n E>osuRE Ssw 1 12-1rr-+- 12-W --•- 12-1/2- Continued) Central District 220 West 4th SL, Joplin, MO 64801 800-641-4691 11/09 Vlsft Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver., wCO 80216 800-530-8868 1,'- _f - L RG:J..n,rd r. L..'-_\CYI' .5...i.:r sr•3",.ot; . CONTINUED from page 1) HGRITAGIr 30 LAMINATED ASPHALT SHINGLES Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS • Joplin, MID 2) Mansard Fastening Pattern. (For use on decks with slopes greater than 21 in. per foot.) One fastener 1 in. back from each end and one fastener 8-1/2 in. back from each end and one fastener 16 in. back from each end for a total of 6 fasteners per shingle. (See Mansard and High Wind Fastening Pattern illustrated below.) MANSARD AND HIGH WIND FASTENING PATTERN FAS7E>MERRe NAR ZONE COMMON BOND LL ExAOSUM M )ea•vavl r-vr+}r ras~+I«r•+a"+IFs-+a'+1 h,.r. 3) High Wind Fastening Pattern. (For High Wind Application requirements) One fastener 1 in. back from each end. One fastener 8-1/2 in. back from each end and one fastener 16 in. back from each end for a total of six (6) fasteners per shingle. In addition to this shingle fastening pattern requirement for High Wind Application, TAMKO also requires the use of the following TAMKO products: TAMKO felts or undedayments; TAMKO Moisture Guard Plus underlayment at all eaves, rakes, and valleys; TAMKO or TAM -PRO cements and coatings products where required; TAMKO ventilation where required, TAMKO starter shingles if available in area, and TAMKO Hip and Ridge shingles installed on all hips and ridges. Along rakes, cement shingles to the underlayment and each other in a 4 in. (102 mm) width of TAM - PRO SBS Adhesive or TAMKO Tam -Seal Adhesive. Also, see local building codes for proper nailing application. High Wind Application is offered on new construction or complete tear -off applications only. It is not offered for recover applications. If High Wind Application requirements are not followed, the High Wind Application Warranty MPH, as stated on Table 1 in the Limited Warranty, reverts to the Standard Application Wind Warranty MPH limit (See Mansard and High Wind Fastening Pattern illustrated above.) NAIL; TAMKO recommends the use of nails as the preferred method of application. Standard type roofing nails should be used. Nail shanks should be made of minimum 12 gauge wire, and a minimum head diameter of 3/8 in. Nails should be long enough to penetrate 3/4 in. into the roof deck. Where the deck is less than 3/4 in, thick, the nails should be long enough to penetrate completely through plywood decking and extend at least 1/8 in. through the roof deck. Drive nail head flush with the shingle surface. m. . -d v. u,.e.o.... tm a.M e.. a.e..." ofthwap STAPLES: If staples are used in the attaching process, follow the above instructions for placement. All staples must be driven with pneumatic staplers. The staple must meet the following minimum dimensional requirements. Staples must be made from a minimum 16 gauge galvanized wire. Crown width must be at least 15/16 in. staple crown width is measured outside the legs). Leg length should be a minimum of 1-1/4 in. for new construction and 1-1/2 in. for reroofing thus allowing a minimum deck penetration of 3/4 in. The crown of the staple must be parallel to the length of the shingle. The staple crown should be driven flush with the shingle surface. Staples that are crooked, underdriven or overdriven are considered improperly applied. Properly Driven Improperly Driven w uobd+1 oerd+tien oiooked Deddna CAUTION ALL FASTENERS MUST BE DRIVEN INTO THE NAIL ZONE/COMMON BOND AS SHOWN IN THE DIAGRAM ABOVE. 4 UNDERLAYMENT An undedayment consisting of asphalt saturated felt must be applied over the entire deck before the installation of TAMKO shingles. Failure to add underlayment can cause premature failure of the shingles which is not covered by TAMKO's limited warranty. Apply the fele when the deck is dry. On roof decks 4 in. per foot and greater apply the felt parallel to the eaves lapping each course of the felt over the lower course at least 2 in. Where ends join, lap the felt 4 in. If left exposed, the undedayment felt may be adversely affected by moisture and weathering. Laying of the underlayment and the shingle application must be done together. Products which are acceptable for use as underlayment are: TAMKO No. 15 Asphalt Saturated Organic Felt A non -perforated asphalt saturated organic felt which meets ASTM: D226, Type I or ASTM D4869, Type I Any TAMKO non -perforated asphalt saturated organic felt TAMKO TW Metal and Tile Underlayment, TW Underlayment and Moisture Guard Plus° (additional ventilation may be required. Contact TAMKO's Technical Services Department for more information.) In area where ice builds up along the eaves or a back-up of water from frozen or dogged gutters is a potential problem, TAMKO's Moisture Guard Plus• waterproofing undedayment (or any specialty eaves flashing product) may be applied to eaves, rakes, ridges, valleys, around chimneys, skylights or dormers to help prevent water damage. Contact TAMKO's Technical Services Department for more information. TAMKO does not recommend the use of any substitute products as shingle underlayment. IL APIPILMIM us*soenous STARTER COURSE A starter course may consist of TAMKO Shingle Starter, self-sealing 3 -tab shingles or a 9 inch wide strip of mineral surface roll roofing. If self-sealing 3 -tab shingles are used, remove the exposed tab portion and install with the factory applied adhesive adjacent to the eaves. Attach the starter course with approved fasteners along a line parallel to and 3 in. to 4 in. above the eaves edge. The starter course should overhang both the eaves and rake edges 1/4 in. to 3/8 in. Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 11mg Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 2 CONTINUED from page 2) HERITAGE 30 LAMINATED ASPHA6T S®N666S Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO SHINGLE APPLICATION: Start the first course with a full size shingle and overhang the rake edge 114 in. Cut 10-3/8 in. from a full shingle to form a shingle 29 in. long. Use this to start the second course (see diagram below). Cut a 23 in. long shingle to start the third course. Use the remaining 16-3/8 in. piece of shingle to start the fourth course and use the remaining 10-3/8 in. piece to begin the fifth course. Continue up the rake in as many rows as necessary using the same formula as outlined above. The butt of the shingle should be aligned with the top edge of the sawtooth of the underlying shingle for a 5-5/8 in. exposure (see shingle application drawing illustrated on this panel). When you make your final cut at the roofs edge, flip any pieces that are 8 in. or longer back onto the roof. These pieces can be worked in anywhere without creating zippers or color variations. NOTE Do not align joints of shingle courses when working in cut pieces. Joints should be no closer than 4 in. from one another. snh eom.. AD town ue cow" nwWw" 181 ca.r 10341 . Cerru.'wAfO ti0 Yo//rO1YWrw rd dovro dol o r a Mrgo o.e oro M n,o orc.. r 1oe,e w.rryM.. Arno. Pam-Do waloftoft 41ow MOR:[bJ ftW-sdmd err r.ovyradwJobbNw,Y r r drr ww V ti w rY+s IL I" MOM APP="1111ty On pitches 2 in per foot to 4 in. per foot cover the deck with two layers of asphalt saturated felt. Begin by applying the felt in a 19 in. wide strip along the eaves and overhanging the drip edge by 114 to 3/4 in. Place a full 36 in. wide sheet over the 19 in. wide starter piece, completely overlapping it Ag succeeding courses will be positioned to overlap the preceding course by 19 in If winter temperatures average 2511' or less, thoroughly cement the felts to each other with TAM -PRO or TAMKO Plastic Roof Cement from eaves and rakes to a point of a least 24 in. inside the interior wall One of the building. As an alternative, TAMKO's Moisture Guard PlusP self -adhering waterproofing underlayment may be used in lieu of the cemented felts. IM8M BOOT Ori STEP SWPa BOOP H the slope exceeds 21 in. per foot (W0 each shingle must be sealed with TAM -PRO SBS Adhesive or TAMKO Tam -Seal Adhesive immediately upon installation Spots of cement must be equivalent in size to a &25 piece and applied to shingles with a 5-5/8 in. exposure, use 6 fasteners per shingle. See Section 3 for the Mansard Fastening Pattern. 1>L B&BOOIPf1111O Before reroofing, be certain to inspect the roof decks. All plywood shall meet the requirements listed in Section 1. Nail down or remove curled or broken shingles from the existing roof. Replace all missing shingles with new ones to provide a smooth base. Shingles that are buckled usually indicate warped decking or protruding nails. Hammer down all protruding nails or remove them and refasten in a new location. Remove all drip edge metal and replace with new. If re -roofing over an existing roof where new flashing Is required to protect against ice dams (freezePotaw cycle of water and/or the backup of water in frozen or dogged gutters), remove the old roofing to a point at least 24 in. beyond the interior wall line and apply TAMKO%Moisture Guard Plus' waterproofing underlayment. Contact TAMKO's Technical Services Department for more information. Measurements wig vary when nesting over an existing 5 in. exposure single roof: Call TAMKO Technical Services for further information. The nesting procedure described below is the preferred method for reroofing over existing metric size shingles with a 5-5/8 in. exposure. See description below: stwtw Remove the tabs and an additional portion from the head of a full size shingle so that its height is equal to the exposure of the existing shingles. Position the resulting strip over the existing roof edge (with the factory -applied adhesive strip along the eaves). Cut approximately 6 in. from the rake end and apply the remaining portion at the eaves. Continue the starter strip by applying full length shingle strips cut to height as above, evenly along the existing roof at the eaves. The existing roof should oveAtang the eaves far enough to carry wale off Into the gutter. K this is not the case, cut and appy the stater strip so that it win provide suRcient overhang for proper drairmW. First Course: Remove an amount from the butt edge of a full-size shingle so that the remaining portion of the shingle fits between the bulls of the existing third course. This course must also be applied evenly along the eaves edge of the new starter strip. Central District 220 West 4th St, Joplin, MO 64801 800-6414691 11109 WsIt Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 3 BUILDING PRODUCTS CONTINUED from page 3) NERITAW 30 LAMINATED ASPRAIaf! SHINGLES Dallas, TX ' Tuscaloosa, AL ' Phillipsburg, KS ' Joplin, MO Second and Succeedina Courses: Remove 10-3/8 in. from the rake end of the first shingle in the second course, and continue with full width shingles for the remainder of the course, placing the top edge of each new shingle against the butt edge of the old shingle in the course above. This method should create an exposure of 5-5/8 in. after the first course. When beginning the succeeding courses continue to follow the Heritage application instructions. See section 5). 01 9. vNWIM APPIM"03 Over the shingle undedayment, center a minimum 36 in. wide sheet of TAMKO Nail -Fast*, Moisture Guard Plus' or a minimum 50 Ib. roll roofing in the valley. Nail the felt only where necessary to hold it in place and then only nail the outside edges. IMPORTANT PRIOR TO INSTALLATION WARM SHINGLES TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLES TO FORM VALLEY. After valley flashing is in place: Apply the first course of shingles along the eaves of one of the intersecting roof planes and across the valley. Note: For proper flow of water over the trimmed shingle, always start applying the shingles on the roof plane that has the lower slope or less height. Extend the end shingle at least 12 in. onto the adjoining roof. Apply succeeding courses in the same manner, extending them across the valley and onto the adjoining roof. Press the shingles tightly into the valley. Use normal shingle fastening methods. Note: No fastener should be within 6 in. of the valley centerfine, and two fasteners should be placed at the end of each shingle crossing the valley. To the adjoining roof plane, apply one row of shingles vertically facing the valley and 2 in. back from the valley centerline. Note: For a neater installation, snap a chalkline over the shingles for guidance. To complete the valley, apply shingles on the adjoining roof plane by positioning the tip of the first shingle of each row at the 2 in. point from the centerline where the edge of the vertical shingle has been applied, covering the vertical shingle. FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT. Mrnrnrm 3r .:d• ~ uaobm d NO NO. Mdrbn 6u•d tis v 504 u+d.mrr.• Fes ry to WW d Nrr* Pts• tp d Y•We w th• •dg• d 0• wbol Ivgy i ndrm b.* horn vdq •od aw'W.9 N• v Noi dsgt•. 10. ® MD RM lU MST 0 MAMA eftw rd W^d• Ir -1 WWr b•Yab No fwt nwo- w dp tvhn. Apply the shingles with a 5 in. exposure beginning at the bottom of the hip or tram the end of the ridge opposite the direction of the prevailing winds. Secure each shingle with one fastener on each side, 5-1/2 in. back from the exposed end and 1 in, up from the edge. TAMKO recommends the use of TAMKO Hip & Ridge shingle products. Where matching colors are available, it is acceptable to use TAMKO's Elite Glass -Seal shingles cut down to 12 in. pieces. Fasteners should be 1/41n. longer than the one used for shingles IMPORTANT: PRIOR TO INSTALLATION, CARE NEEDS TO BE TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLE IN COLD WEATHER. Direction of prevailing wind tatt titi • - THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. TAMKOO, Moabae Guard PWO, Nail Fast& TAM -PRO® and Heritage® are rewteed aadenwrl0 of TAMKO Baiting Products, Inc. Intonn"On nab,ded in these nakabon inebUcWs was wnent at ttme o1 among. To obWn a copy at are mast a oreM varaion of thiole applkadan blabuMms. vim us ovine at tambo.com or ca0 Us at 6ap.641.4691. Central District 220 West 4th SL, Joplin, MO 64801 800-641-4691 11/09 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 4 SCPA Parcel View: 31-19-31-518-0000-0630 Cionrlbi *r *c. n. Cr -A Property Record Card PROPERTY Parcel: 31-19-31-S38-0000-0630 Owner: SHAIRI MAHMOODAPPRAISER S^iMECOUNry FLORA' Property Address: 2428 PRINCETON AVE SAMFORD, FL 32771 Back < Previous Parcel Next Parcel > Save Layout Reset Layout New Search Parcel. 31 -19 -31 -SIS -0000-0630 Property Address: 2428 PRINCETON AVE Owner. SHAIRI MAHMOOD Mailing: S10 SONATA CT WINTER SPRINGS, FL 32708 Subdivision Name: GARDENIA Tax District: S1-SANFORD Exemptions: DOR Use Code: 00 -VACANT RESIDENTIAL oel I I W Q Z 63 Z I I 64 Map Aerial Both Footprint + - Extents Center Larger Map 11 Advanced Map I Dual Map View - External Value Summary Tax Amount without SOH: $161 2013 Tax Bill Amount Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Assessments 161 so Legal Description 2014 Working 2013 Certified Values Values Valuation Cost/Market Cost/Market Method Number of Buildings 0 0 Depreciated Bldg Value Depreciated Taxing Authority County General Fund Schools City Sanford SJWM(Saint Johns Water Management) County Bonds EXFT Value Taxable Value S7,887 S7,887 S7,887 7,887 57,887 Land Value 57,887 57,887 Market) Land Value Ag lust/Market 57,887 57,887 Value •• Portability Adj Save Our Homes SO SO AdJ Amount 5696,700 5210.000 5140,000 Vac/Imp Improved Vacant Vacant Amendment 1 s0 s0 Adj Assessed Valuel 57,887 57,887 Tax Amount without SOH: $161 2013 Tax Bill Amount Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Assessments 161 so Legal Description LOT 63 GARDENIA PB 5 PG 77 Tax Details Taxing Authority County General Fund Schools City Sanford SJWM(Saint Johns Water Management) County Bonds Assessment Value Exempt Values 57,887 s0 57,887 s0 57,887 s0 57,887 s0 57,887 s0 Taxable Value S7,887 S7,887 S7,887 7,887 57,887 Sales Deed Date WARRANTY DEED 06/2009 WARRANTY DEED 02/2008 WARRANTY DEED 02/2008 Book 07212 06940 06940 Page 0338 0612 0611 Amount 5696,700 5210.000 5140,000 Vac/Imp Improved Vacant Vacant Qualified No No No Find Comparable Sales within this Subdivision Land Method Frontage FRONT FOOT 6 DEPTH 49 Depth 110 Units Unit Price 185.00 Land Value 7,887 Building Information Permits Permit # Type Agency Amount CO Date Permit Date Page 1 of 2 http://www.scpafl.org/ParcelDetails.aspx?P]D=31-19-31-518-0000-0630 10/24/2013 a i::,:1w.:'t w i .".:,.".::.moi: ter'.":,7 DOS Nome Loo In user Reoeerarkah Hot Tooke Su" Surdarpe Sits a Fags Publications FOC Staff SCIS Sae Map Links Search 6usines(Lt Professional (11:.dua Approval ajdalion PrMvct Atbrnval Meng > Ptnduct a aeolKAton Senrtn > AOOiKaIMn List > Appliutbn D@W t FL a FL5891-R3 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Ernall 118 Industrial !hive Edgerton, OM 13517 419)298-1740 rickw®rwbidgcarsuRants.com Authorized Signature Rick Wright Ackw®rnbldgconsultants.com Technical Representative Address/PhoneJEmail Quality Assurance Representative Address/Phone/Enall Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engmeer d Evaluation Report - Mardcopy Received Florida Engineer or Architect Mame who developed the Lyndon Schmidt, P.E. Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Ryan J. King, P.E. Validation ChecirJW - Hardcopy Received Certificate or Independence FL5891 R3 COI Certificate of Indeeendenre roti Referenced Standard and Year (of Standard) SWAM XU[ SSTO 12 1999 TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option 0 Date Submitted 06/08/2012 Date Validated 06/21/2012 hitn://floridahiiildinL,.orL,/nr/or acro dtl.asnx?Qaram=wGEVX0w,lDquw6mPlZhp%2fndRc... 9/19/2013 THERMA ..TRU THERMA TRU DOORS 1 16 INousrptIAL DR., EoOERTON, OH 4351'7 TEL. (419)2198- 1 740 X011 X 618rl FIBER CLASSIC" FIBERGLASS SiNGLE DOOR INSWING / OUTSWiNG I mcr GENERAL NOTES 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and excludes Wind Zone 4 as defined in ASTM E1996. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. S. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. W 4 O m JW 37.59" MAX. O.A. FRAME WIDTH 36.00" MAX. PANEL WIDTH TABLE Of CONTENTS SHEET 11 DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel detoils 3 Horizontal cross sections 4 Vertical cross sections S Buck and frame anchoring - 2X buck masonry construction 6 Frame anchoring - t X buck masonry construction 7 BIII of Materials & Components W 4 O m JW 37.59" MAX. O.A. FRAME WIDTH 36.00" MAX. PANEL WIDTH w 001 ry Z t,' a NU W z goEag%,c c O O a maiimo u EJ T:oesIGK`.P S WiN6':n; .., PRAM'S::::;: A(!SII VE:' NEATIVff: 1MESION::` r o INSWING 37.59" x 82.19" 67.0 67.0 OUTSWING 37.39" x 80.69" 67.0 67.0 w 001 ry Z t,' a NU W z goEag%,c c O O a maiimo u EJ DATE: 4/23/08 SCAM N.T.S. DWG. 9Y: AL CHK. 9Y: LFS OMAWING NO.: FL -5891.1 sHEU 1 OF 7 W 0 o wZ a RKg o o QV 0. DATE: 4/23/08 SCAM N.T.S. DWG. 9Y: AL CHK. 9Y: LFS OMAWING NO.: FL -5891.1 sHEU 1 OF 7 W el rml m P @SQot Rut EXTERIOR INTERIOR HORIZONTAL CROSS SfaOIV oimatO FIA r ryllr'4' i hike in R C - z ix= Go: CL Cy cz ci 56 R tj 2: 0 EXTERIOR INTERIOR VEIMCAL CROSS DATE 4123108 1 wAm N.T.S. Mo. By. AL CHK. Of. LPb GRrWQ4 HO-: FL -5891-1 OF 1-1/4+ MIN EMB.to , .1 HoRQOWA! CROSS SE0414 3 Imwing configuration ITERIOR XERIOR 3 3 INTERIOR O(TERIOR 1-1/4" MIN. EMB. M-) INTERIOR EXTERIOR a v U 0 scmz N.T.S: m er: AL cmL W. LFS 1-1/4" MIN, DRWWc W - EMB. (TYP.I FL -5891.1 SmCU _jL of E D e K C 50 -", 1 "'*, C19 INTERIOR EXTERIOR 1 VERRCAL CROSS SECTION d Inswing con igurolion INTERIOR EXTERIOR U 2 VEIMCAL CROSS SECTION 4 Shown w/i X wbbmk INTERIOR EXTERIOR EXTERIOR INTERIOR 50 32 8 1833 50 E F A • e. • • e ' o Q.. `• • '. i e e p•• • • i • . D • p 3 VERACAL CROSS SECTION r4-"\ VERB CROSS SE ON 4 ftwing con ration 4 Outs%*v configuration opp q z 8a, M o a e w Q J 2 2 U i 9' m 3 d 4/2,3/08 a N. T. S. er: AL er: LFS no No.: FL -5891,1 0 0 t° t 4 of _ 7 4 60 0 0 n, TYP. HEAD & MASONRYMASONRY7 OPENING JAMBS, OPENING FRAME TYP. HEAD & N JAMBS, 2X BUCK —\ 0 2X BUCK 0 02 0 Z 9 o W SUCKANCHORNG SWE JAM$ FRAME ANCHORING HINGE Masonry 2X buck conskxtlon CONCRETE ANCHOR NOM. 1. Substituffon of equal concrete anchors from a different supplier may have different edge distance and center distance nMuirements. 2. Concrete anchor 16cafforts at the comers may be adjusted to maintain the min. edge distancee to mortorloift 9 concrete anchor locations noted as "MAX. ON CENTER' must be 28 K adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchorsflmayberequired10ensurethe "MAX ON CENTER" dimensions we not exceeded. 10 3. Concrete anchor table: I Ll Typ U9 AN DAM 4/23/08 ELCO 1/4"........ .. ... AMC scAr N.T.S_ VMw. I b wft or AL ITW 114' 1.1pr 2-1/r r CHX vp LFS DFAXW ras HINGE UMN & OUDSOU WAIL FL -5891.1 or SMIKE JAMS MASONRY OPENING FRAM Ix BUC IF MME ANCHORING Masorry 1X buck conshxgon CONCRETE ANCHOR NOTA. 1. Svbsffkftn of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. 2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints If concrete anchor locoffons noted as "MAX ON CENTER" must be adjusted to maintain the mh edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimensions are not exceeded. 3. Concrete anchor table: A . ....... AW Ot I ....... I ... I'll .... A 4*1* .......... * ........ , ....... W- 1. MEBED ,-: A$ ITW 1/47 I.1/c 2-1/T r ITW 3116• I 1.1/4• I s -5/i" 11-1/4• HINGEJAMI 61SZ LATCH A DEADAMTOVAIL HINGE DETAIL srxE N.T.S. om vp AL Cwa, OM LFS DPAVJW NM: FL -589 1 IL ma 6 OF 7 4.56' a! Z 4 ix IR'L Ti 4.67' ao is W PkOf [E O G SUMP FACE 5.75" T I= 4 N.T.S. um ft AL cm eM: us FL -5891,1 OF Btu OF MATERIALS ITEM OUCRIP170H MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1 /4" SHIM SPACE WOOD D 114! X 2-3 4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G I 3116'X 3-1 /4" PFH ITW CONCRETE SCREW STEEL H j 1 /4!'x 3-1 /,' PFH ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4" PFH (TW CONCRETE SCREW STEEL K 8 X 2-1/2" PFH WOOD SCREW STEEL L 10 X 2" PFH WOOD SCREW STM 7 SHORT REACH COMPRESSION WEATHER-STRIP (THERMA-TRUI FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP ERMA-TRU FOAM 9 4" X V HINGE .097" THK. ERMA-TRU STEEL 10 110 X 3/4" PFH WOOD SCREW HINGE TO FRAME STEEL 17 KWIKSET SIGNATURE SERIES PASSAGE LOCK STEEL 18 LOW PROFILE OUTSWING BUMP FACE THRESHOLD ERMA TRU .050" WALL AL ALUM./WOOD 19 j HEADER JAMB 4.656" X 1.25" THERMA-TRU, PINE WOOD 20 1 SIDE JAMB 14.656'X 1.2S' THERMA-TRU, PINE WOOD 21 KWIKSET SIGNATURE SERIES 780 DEAOBOLT STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD .45" WALL AL. -.08(r WALL VINYL ALUM.COMP. 50 FIBERGLASS DOOR PANEL - FIBER CLASSIC 51 FC DOOR SIGN .070" MIN. THK. FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH Fy (MM.) = 6,000 PSI SMC 52 TOP RAIL COMPOSITE 53 LATCH STILE LVL WOOD 54 HINGE STILE WOOD 55 BOTTOM RAIL COMPOSITE 56 POLYURETHANE FOAM CORE - BASF 1.9 IBS. DENSITY FOAM 57 LOCK BLOCK REINFORCEMENT WOOD 4.56' a! Z 4 ix IR'L Ti 4.67' ao is W PkOf [E O G SUMP FACE 5.75" T I= 4 N.T.S. um ft AL cm eM: us FL -5891,1 OF Florida Building Code Online Page 1 of 2 Business &. Professio'nalRegulationt iL2i41Mr I.-Oda Gepirmwit! Sas tome ! tap In User ReptstraWn Ha TOPICS ' subn* sutdus stab a vans Pultlkations Fee San SCIS sae MW Lina Seardn 6usines () ProfessiolProduct Approval ha, a' tlSec Pu01k Veer Regulation PtoAuct Aoaroval Memr > Product a Aaoeratlen 5larrh > Aaalkamon List > Appli[sLIp1 petal) r • r Ft a FU4634-R1 Application Type Affirmation Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Addrewl)hone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Dace Validated By Certificate of Independence Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 540) 484-6463 dstammen ®plygemwa W ows.com Travis Arthur tarthur®p"e mwindowS.Com Extei r Doors Sliding Exterior Door Assemblies Evaluation Report mom a Florida Registered AnTitect or a Ucensed Florida Professional Engineer Evaluation Report - Hardmpy Received Alexis Spyrc u PE -68101 National Accreditation B Management lnstnule, 12/31/2014 Steven M. tJrich, PE Validation Checklist - Hardcopy Rettived Referenced Standard and Year (of Standard) 8011iE>L IJW AAMA04WWDA 101/1.5.2 1997 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Documentation from approved Evaluation or Validation Entity 1 affirm that titre 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. Yes No N/A FL14634 R1 GOC SA14634 SS.odf httD://floridabuildiniz.orL/Dr/Dr aoo dd.asDx?Daram=wGEVXOwtDosw8ZVNfe8A7W2Wi... 9/19/2013 INSTALLATION NOTES: 1. TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN. 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 11/2 INCH OF THE DEPICTED LOCATION 1N 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 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FOR INSTALLATION INTO WOOD FRAMING, USE #12 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM EMBEDMENT. 6, FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 1/4 INCH ELCO TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 2 1/2 INCH MINIMUM EMBEDMENT. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. S. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 9. FOR GROUT FILLED BLOCK, 00 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 2700 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI. PLY GEM WINDOWS BUILDER SERIES 4780 ALUMINUM SLIDING GLASS DOOR (2 -PANEL) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE, EXCLUDING HVHZ. AAMA/NWWDA 1011I.S.2 - 97 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND STEEL 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 (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. 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE, 6. DOOR FRAME MATERIAL: ALUMINUM 6063-T6 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS. 8. DESIGNATIONS X"AND "0" STAND FOR THE FOLLOWING: X. OPERABLE PANEL 0: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 INSTALLATION d GENERAL NOTES 2 ELEVATION 6 ANCHOR LAYOUT 3 VERTICAL SECTIONS 4 HORIZONTAL SECTIONS Q GLAZING DETAIL 5 COMPONENTS 6 BILL OF MATERIALS Digitally signed by Alex Spyrou Reason: I am approving this document Date: 2011.06.06 11:41:28 -04'00' DESIGN PRESSURE RATING SIZE SILL OPTION DESIGN PRESSURE MISSILE IMPACT RATING 96" X 96" W/O SILL 25/-50 PSF NOT RATED N RISER jvim^ c 96" X 96" RISERL 50/-50 PSF NOT RATED PLy GEM 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24181 PH: 540-484-6348 FX: 540-484-6683 O Z u m QN Z _ vZoav DW& #: PGW063 SHEET: 1 OF 5 aD V) ZO N jvim^ c O g 14Y W e 1ml Za V) Z O m m GC r 3 Uj C jat CZ 3 ` co CL CL 6 D m O Z u m QN Z _ vZoav DW& #: PGW063 SHEET: 1 OF 5 UNIT O.L.O. 433 N. MAIN ST.. PO BOX 559, ROCKY MOUNT, VA 24151 MAX. MAX. rF;V E HEIGHT HEIGHT 4 4 96.00" 91.16" UNIT MAX. WIDTH 96.00" D.L.O. MAX WIDTH 41.66" g C 3 3 PANEL MAX WIDTH 45.5" v ELEVATION 6.00" MAX. FROM _ CORNERS TYP. PANEL J jF MAX. 4 4 HEIGHT 95.00" 20.75" MAX. _ O.C. TYR o% a A— 4X. FROM AS TYP. ANCHOR LAYOUT INSTALLATION ANCHOR PLy GEM 433 N. MAIN ST.. PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6346 FX: 540-454-6683 a,N 3= Go V vZ X" Xl* 00 UJ SHEET: 2 v ELEVATION 6.00" MAX. FROM _ CORNERS TYP. PANEL J jF MAX. 4 4 HEIGHT 95.00" 20.75" MAX. _ O.C. TYR o% a A— 4X. FROM AS TYP. ANCHOR LAYOUT INSTALLATION ANCHOR a Z 5 1 ry PLy GEM 433 N. MAIN ST.. PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6346 FX: 540-454-6683 a,N 3= Go V vZ OWG UJ SHEET: 2 0ZGC W V) 0 Z d m IGC Lt ui g w 14 Z gF HF m d w<3 a iEF O m Z O Z CL 8 at a a Z 5 1 ry W MW .^ j v7 a,N 3= vZ OWG PGW063 SHEET: 2 OF 5 21/2° MIN. EDGE PLY GEMDISTANCE 1/4" ELCO TAPCON CONCRETE/MASONRY l INSTALLATION ANCHOR BY OTHERS 2 1/2" MIN. 433 N. M INUNTPVBOX 559. CAULK BETWEEN : ;• : • :: :.•• • EMBEDMENT CONCRETE/MASONRY 77-74.•• ; . 1X WOOD BUCK BY OTHERS ;'; ' : : •a .: PM: '310-484-6348 (X:540.484-6683 1/4" MAX. co EXTERIOR FINISH SHIM SPACE BY OTHERS 1100 a PERIMETER CAULK Goo V) BY OTHERS 1 3/4" MIN. EDGE Y1XWOODBUCK #12 WOOD SCREW DISTANCE H ac Y U jK O.A. DOOR at BY OTHERS / 1 INSTALLATION ANCHOR w O Z d HEIGHT SEE GLAZING / 9 8d ROOFING NAIL " m ac i INSTALLATION ANCHOR 7, 2X WOOD FRAME w dx a 6, 1", OETAII 1 INTERIOR (OPTIONAL) :; BY OTHERS o v Z EXTERIOR CAULK BETWEEN -j w 3 18 FIN 6 2X WOOD STUD ; 11/2" MIN. m .^. BY OTHERS F EMBEDMENTCL CAULK BEHIND 1/4" MAX. B VERTICAL SECTION NA 5Bor°,ERS SHIM SPACE o 3 HEAD • CONCRETE/MASONRY EXTERIOR FINISH °D BY OTHERS 1 PERIMETER CAULK BY OTHERS Z O.A. DOOR / 1 g 0 Z O 18 HEIGHT EXTERIOR // + INTERIOR a EXTERIOR INTERIOR 10SEE GLAZING 18 W w O.A. DOOR SEE GLAZING / \ 11 DETAIL 1 (Y a HEIGHT pETAIII / PERIMETER CAULK C VERTICAL SECTION 2 BY OTHERS HEAD - 2X WOOD FRAME PERIMETER CAULK ` 3 Oztj I I BY OTHERS wa CONCRETE/MASONRY • , ; '! ,• ',d : • •, .; : • 21/2" MIN. BY OTHERS t :• ' 1: : d • •' EMBEDMENT m gin1/4" ELCO TAPCON •.` INSTALLATION ANCHOR •' -E' • .' • •: a 2 1/2" MIN. EDGE, DISTANCE If co A VERTICAL SECTION N Z Y " 3 SILL - CONCRETE/MASONRY DWG #: P&W063 SHEET: 3 of 5 1112" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 12 WOOD SCREW 3 INSTALLATION ANCHOR IF 3/4" MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS 8d ROOFING NAIL INSTALLATION ANCHOR OPTIONAL) CAULK BETWEEN FIN & 2X WOOD STUD BY OTHERS EXTERIOR FINISH BY OTHERS CAULK BEHIND FLASHING & OVER NAILS BY OTHERS PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL 1 E HORIZONTAL SECTION 4 JAMB - 2X WOOD FRAME D HORIZONTAL SECTION 4 INTERLOCK IR TV 4v In SHIM SP CE I LJ GEM 5/8" O.A. INSULATED GLA55 Z EXTERIOR INTERIOR q ce i .75" GLA55 WQ BITE; cu 21/2" MIN. 433 N. MAIN ST., PO BOX 559, m EMBEDMENT ROCKY MOUNT, VA 24151 2 1/2" MIN. EDGE Z GLAZING DETAIL 1 MAY VARY PER ASTM E 1300 DISTANCE PH: 540-484-6348 FX: 540-484-6683 CHARTS• 0 6 3 clo I .. CO O jN CONCRETE/MASONRYw vS a V) BY OTHERS i C YOY Z 1 • 1/4" ELCO TAPCON o m m c i •:•.' :,' • INSTALLATION ANCHOR w wW Z0 9 o or v U g CAULK BETWEEN 1X WOOD BUCK 4 m ui 3 a ' • : CONCRETE/MASONRY BY OTHERS a EXTERIOR FINISH BY OTHERS INC mPERIMETERCAULKBYOTHERS SEE GLAZING DETAIL 1 O.A. DOOR WIDTH O F HORIZONTAL SECTION H 0tl 4 JAMS - MASONRY/CONCRETE H vno 5/8" O.A. INSULATED GLA55 Z EXTERIOR INTERIOR q ce i .75" GLA55 WQ BITE; cu w1iNOTE: m GLASS THICKNESS AND TYPE Z GLAZING DETAIL 1 MAY VARY PER ASTM E 1300 PP& REQUIREMENT GLASS CHARTS• 0 6 3 P y EM 1 3 TRACK FRAME HEAD Z 3 TRACK FRAME SILL ALUM. ALUM. 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 5.599 -5.599 PH: 540-484-6348 FX:'540-484-6683 co 1.186 1.463 N r 0 N m j N N C N Zc XYu a of OZ< Lu j: 3 TRACK FRAME JAMB TOP RAIL BOTTOM RAIL W o ch a ac 3 ALUM. 9 ALUM. 10 ALUM. W m U. 0.936+ m a0.999 0.999 q o 1.7j61 2.481 m 5.599 Z O Z O H ui 11 SILT. RISER (OPTIONAL) d ALUM. z 47 2 W m co INC =Q vZ 0 a v DWG #: PGW063 SHEET: 5 of 5 s GILL OF MATERIALS ITEM NO. DESCRIPTION MATERIAL MANUFACTURER 1 3 TRACK FRAME HEAD ALUM. PLY GEM 2 3 TRACK FRAME SILL ALUM. PLY GEM 3 3 TRACK FRAME JAMB ALUM. PLY GEM 4 LEAD STILE ALUM. PLY GEM 5 4 TRACK FRAME HEAD ALUM. PLY GEM 6 4 TRACK FRAME SIU. ALUM. PLY GEM 7 4 TRACK FRAME JAMB ALUM. PLY GEM 8 INTERLOCK ALUM. PLY GEM 9 TOP RAIL ALUM. PLY GEM 10 BOTTOM RAIL. ALUM. PLY GEM 11 SILL RISER (OPTIONAL) ALUM. PLY GEM 12 JAMB WEATHERSTRIP UITRAFAB 13 TOP RAIL WEATHERSTRIP ULTRAFAB 14 BOTTOM RAIL WEATHERSTRIP ULTRAFAB 15 INTERLOCK WEATHERSTRIP UITRAFAB 16 SILL PAO 17 HEADPAD lg GLASS (TEMPERED) 19 INTERCEPT AIR SPACER GED 20 DESSICgTEO MATRIX H.B. FULLER 21 BUTYL SEALANT H.B. FULLER 22 #8 X 1" PPH FRAME ASSEMBLY SCREWS MERCHANTS 23 1/4"-20 X 3/4" PHM BOTTOM RAIL SCREWS MERCHANTS 24 #B X 1" PpH TOP RAIL SCREWS MERCHANTS 25 #8 X 1 1/2" PHTR KEEPER SCREWS MERCHANTS 26 #10-32 X 7/8" PFLM LOCK SCREWS MERCHANTS 27 #8 X 1" PPHTKW FIXED BRACKET SCREWS MERCHANTS P8 EXTERIOR PULL (WHITE) DOORS DECO 29 EXTERIOR PULL (BLACK) DOORS DECO 30 INTERIOR PULL (WHITE) DOORS DECO 31 INTERIOR PULL (BLACK) DOORS DECO 32 BOLT DECO 33 ROLLERS AMESBURY 34 ROLLER HOUSING ALUM. AMESBURY 35 KEEPER ALUM. DECO Florida Building Code Online Nage I of l a>t f!O0itrrenttr gas tame . Login user Repesaamn trot Topks r Submit Singe Stas at Facts Pulydodons ' FOC staff Sas Ste Map . unls ' search 3usines, Professional r product Approval USER: Public LO r Regulation ProAu[t Aoaoval MMu > Pradutt a Aoohrltbrl Seartln >Agollcallm List > Application Oatall FL a FL14743-RI Application Type ARkmation Code version 2010 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Ply Gem 1PMddws 433 N. Main St. Rocky MMM, VA 24151 540) 484-6463 dstartutnen®plY9e--hulows.apm Travis Arthur tarthur®pM9emwtndows.com Windows Single Hung Certification Mark or Listing National Amedrtation n Management Institute, National Accreditation & Managenwnt Institute, AAMA/WOMA/CSA 101/I.S.2/A440 Year 2005 J I atlirm that there are no changes In the new Florida Building Code which affect my products) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A FL14743 R1 COC SA14743 SS.odf Product Approval Method Method I Option A Date Submitted 03/06/2012 Date Validated 03/06/2012 Date Pending FBC Approval Cate Approved 03/09/2012 httn:Hfloridabuildins.orQlor/or acro dtl.asox?oaram=wGEVXOwtDaueufsxW4GVzSw5a.. 9/19/2013 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 1NDIV/DUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (LE,, WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FOR INSTALLATION THROUGH 2X BUCK USE N8 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 111-2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 5. FOR INSTALLATION THROUGH 2X BUCK USE Sd ROOFING NAIL OF SUFFICIENT LENGTH TO ACHIEVE 2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. RECOMMENDED NAIL HEAD DIAMETER TO BE AT LEAST 0.375°. 6. FOR INSTALLATION THROUGH STEEL STUD USE #8 TEK SCREW OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT BEYOND STEEL FRAME SUBSTRATE. 7, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OC CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 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. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. B. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 33 MILS (20 GA.) PLY GEM WINDOWS BUILDER SERIES 3753 TILTALUMINUM SINGLE HUNG PRIME WINDOW GENERAL NOTES: 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE, EXCLUDING HVHZ. AAMA/WDMA/CSA 101AS.2/A440-05 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETENASONRY, 2X AND STEEL 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 (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. 5, APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: ALUMINUM 6063-T6 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS. 8. DESIGNATIONS "X" AND "O" STAND FOR THE FOLLOWING. X. OPERABLE PANEL 0. FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 INSTALLATION A GENERAL NOTES 2 ELEVATION, ANCHOR LAYOUT d PRESSURE CHARTS 3 VERTICAL SECTIONS 4 HORIZONTAL SECTIONS 6 GLAZING DETAILH5COMPONENTS6BILLOFMATERIALS Digitally signed by Alex Spyrou Reason: I am approving this document Date: 2011.08.11 13:01:21 - 04'00' DESIGN PRESSURE RATING GLAZE TYPE SIZE DESIGN PRESSURE MISSILE IMPACT RATING 1 53" x 72" 35/-47 PSF NON -IMPACT PLy GEM 433 N. MAIN ST., PO 80X 559, ROCICY MOUNT, VA 24151 PR. 540-464-6346 FX: 540-484-6683 J Q v A 1-'Z Ln 0 v fn X LU < Uj WNF- i GC W V U 3Uj O m O Z Gca bWG #: PGW068 SHEET: 1 OF 5 D1.0. MAX. HEIGHT 4 4 33.125" UNIT MAX. HEIGHT 72.W' SASH MAX. HEIGHT 36. 100" 1 UNIT MAX. WIDTH 53.00" D.L.O. MAX. WIDTH 51.30" 0 E 3 3 A B 3 3 SASH MAX. WIDTH 52.25" ELEVATION 2.00" MAX. FROM CORNERS TYP I- 12.00" MAX. O.G. TYP 2.00" MAX. FROM CORNERS TYP 12.00" MAX. 1—r O.C. TYP y, Cr i II A B 3 3 SASH MAX. WIDTH 52.25" ELEVATION 2.00" MAX. FROM CORNERS TYP I- 12.00" MAX. O.G. TYP 2.00" MAX. FROM CORNERS TYP 12.00" MAX. 1—r O.C. TYP ANCHOR LAYOUT FIN INSTALLATION ANCHOR PLy GEM 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6346 FX: 540-484-6683 m N j JAN toZO V) at UJ F LL hW mat w < Lu vU- w0- a < 3 g w Ic0 m O Z QZ DWG #: PCW068 SHEET: 2 of 5 y, Cr X" ANCHOR LAYOUT FIN INSTALLATION ANCHOR PLy GEM 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6346 FX: 540-484-6683 m N j JAN toZO V) at UJ F LL hW mat w < Lu vU- w0- a < 3 g w Ic0 m O Z QZ DWG #: PCW068 SHEET: 2 of 5 2X WOOD FRAME BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FTN.&SHEATHING EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT EXTERIOR 2" MIN. EMBEDMENT STEEL STUD 5d ROOFING NAIL BY OTHERS INSTALLATION ANCHOR SHEATHING BY OTHERS CAULK BETWEEN FIN b SHEATHING 3/4- MIN. EDGE EXTERIOR FINISH DISTANCE BY OTHERS Y SHMAI, PERIMETER CAULK 1 1 SHIM SPACE BY OTHERS \ SEE GLAZING DETAIL 1 INTERIOR p VERTICAL SECTION 3 HEAD - 2X WOOD FRAME FIN INSTALLATION EXTERIOR 17 I O.A. WINDOW HEIGHT EXTERIOR 3 THREADS OF MIN. ENGAGEMENT BEYOND METAL STRUCTURE 8 TEK SCREW INSTALLATION ANCHOR 1/4 MAX. SHIM SPACE SEE GLAZING DETAIL 1 IN'F'ERIOR E VERTICAL SECTION 3 HEAD - STEEL STUD FIN INSTALLATION EXTERIOR FINISH 3 " MIN EDGE DISTANCE BY OTHERS • . . •:. • . CAULK BETWEEN•' ;: " : ; •. ' 4\-2X WOOp TUCK FIN A 2X WOOD BY OTHERS BUCK 11/2" CONCRETE/MASONRY 8 WOOD SCREW MIN. BY OTHERS INSTALLATION EMBEDMENT CAULK BETWEEN ANCHOR CONCRETE/ MASONRY 2X WOOD BUCK BY OTHERS A VERTICAL SECTION U SILL - 2X WOOD BUCK FIN INSTALLATION EXTERIOR FINISH BY OTHERS CAULK BETWEEN FIN b 2X WOOD BUCK 3 THREADS OF MIN. ENGAGEMENT BEYOND -y METAL STRUCTURE INTERIOR SEE GLAZING DETAIL 1 1/4" MAX. SHIM SPACE II -T g VERTICAL SECTION 3 SILL - STEEL STUD FIN INSTALLATION STEEL STUD BY OTHERS 8 TEK SCREW INSTALLATION ANCHOR PLy GEM 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 W. 540484-6346 FX: 540.494-6683 C VERTICAL SECTION EXTERIOR 17 19 INTERIOR 3 MEETING RAIL EXTERIOR I 13 I 10 13 I I O.A. WINDOW 5 11 SEE GLAZING O.A. WINDOW 5 I HEIGHT 14 DETAIL 1 HEIGHT 14 PERIMETERPERIMETER 2 1/4" MAX. CAULKCAULK BY OTHERS SHIM SPACE BY OTHERS EXTERIOR FINISH 3 " MIN EDGE DISTANCE BY OTHERS • . . •:. • . CAULK BETWEEN•' ;: " : ; •. ' 4\-2X WOOp TUCK FIN A 2X WOOD BY OTHERS BUCK 11/2" CONCRETE/MASONRY 8 WOOD SCREW MIN. BY OTHERS INSTALLATION EMBEDMENT CAULK BETWEEN ANCHOR CONCRETE/ MASONRY 2X WOOD BUCK BY OTHERS A VERTICAL SECTION U SILL - 2X WOOD BUCK FIN INSTALLATION EXTERIOR FINISH BY OTHERS CAULK BETWEEN FIN b 2X WOOD BUCK 3 THREADS OF MIN. ENGAGEMENT BEYOND -y METAL STRUCTURE INTERIOR SEE GLAZING DETAIL 1 1/4" MAX. SHIM SPACE II -T g VERTICAL SECTION 3 SILL - STEEL STUD FIN INSTALLATION STEEL STUD BY OTHERS 8 TEK SCREW INSTALLATION ANCHOR PLy GEM 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 W. 540484-6346 FX: 540.494-6683 0 Z OZ tn p H 9 v W V) W O 5 1 dog 19Qa N INC a aoV mLU Jr DWG #: P&W068 SHEET: 3 OF 5 go H a Ln LU 11, LUfn S LU W NOJ atY LUtoHGC F' of W Uj Ic V IL LU 40 aC w 3 g ado d 0 Z OZ tn p H 9 v W V) W O 5 1 dog 19Qa N INC a aoV mLU Jr DWG #: P&W068 SHEET: 3 OF 5 3/4" MIN. EDGE DISTANCE - 1/4" MAX. SHIM SPACE 2X WOOD FRAME BY OTHERS F ; :',•: ,. ;' INTERIOR 5d ROOFING NAIL SEE GLAZING INSTALLATION ANCHOR DETAIL 1 6 9 19 2" MIN. ____ T/7EMBEDMENT __4 I CAULK BETWEEN— FIN & SHEATHING EXTERIOR FINISH 3 16 14 15 I BY OTHERS PERIMETER CAULK EX'T'ERIOR BY OTHERS O.A. WINDOW WIDTH F HORIZONTAL SECTION 4 IAMB - 2X WOOD FRAME FIN INSTALLATION 1/4" MAX. SHIM SPACE INTERIOR STEEL STUD BY OTHERS 8 TEK SCREW INSTALLATION ANCHOR 3 READS MIN. ENGAGEMENT BEYOND METAL STRUCTURE CAULK BETWEEN FIN 6 STEEL STUD 19 7 3 . ' EXTERIOR FINISH BY OTHERS SEE GLAZING EXTERIOR PERIMETER CAULK DETAIL 1 BY OTHERS O.A. WINDOW WIDTH G HORIZONTAL SECTION 4 IAMB - STEEL STUD FIN INSTALLATION EXTERIOR DOW 1199 SILICONE I 5/8" O.A. INSULATED GLASS: 1/8" ANNEALED -AIR SPACE - 1/8" ANNEALED 19 INTERIOR 50" GLASS BITE GLAZING DETAIL 1 PLy GEM 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PM 540-484-6348 FX:540-484-6683 v) z: OF-1 VAN L0 _j W LU LU V) 'c 1JiL W Lu V) a L u.; WH oV LL 3x a X1111 moomm V) Z 0Z H > v LU 0 m V) m V) o Yti vZ DWG #: PGW068 SHEET:, A OF 5 O1 FRAME HEAD 2 FRAME SILL 3 FRAME JAMB PLY GEM ALUM. ALUM. O ALUM. 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 2.04-1 2.187 2 Pk: 540-184.6346 FX: 540-484-6A83 vo --T a 1,75 2. 8024T 2 m frY eh h to Lu w 0Za ae Z <d vwi m ac ac p O4 SASH HEAD 5 SASH SILL 6 LOWER SASH JAMB W o L z ALUM. ALUM. O ALUM, w o v a 3 S m d 0.79 0.88 1.334 r --I0 o 1.323 --- 2 0.904 m Z 0 z C 7 APER SASH JAMB O MEETING RAIL O9 A uM NG BEAD 11 LIFT TAIL/GLAZING BEAD 12 LOCK j CL CL0 W w a 0.107 0.586 1.351 -{ 1.441 -{ 1.375 0 735 O LIZ:0.87 1.596 0.755 0.46 Z 1 H L g W 14 SiaC.REEN FRAME 16 SCREEN RETAINER 1g TILT LATCH000 0.75 0.717 2.65 ^ m ego j 44Z 0.312 'r 0.383 I I[11 0,898 l._J AWG #: T PG W06 8 SHEET: 5 of 5 BILL OF MATERIALS ITEM NO. DESCRIPTION MATERIAL MANUFACTURER 1 FRAME HEAD ALUMINUM PLY GEM WINDOWS 2 FRAME SILL ALUMINUM PLY GEM WINDOWS 3 FRAME JAMB ALUMINUM PLY GEM WINDOWS 4 SASH HEAD ALUMINUM PLY GEM WINDOWS 5 SASH SILL ALUMINUM PLY GEM WINDOWS b LOWER SASH JAMB ALUMINUM PLY GEM WINDOWS 7 UPPER SASH JAMB ALUMINUM PLY GEM WINDOWS 8 MEETING RAIL ALUMINUM PLY GEM WINDOWS 9 GLAZING BEAD ALUMINUM PLY GEM WINDOWS 10 VINYL INSERT VINYL pt,Y GEM WINDOWS 11 LIFT RAIL/GLAZING BEAD ALUMINUM PLY GEM WINDOWS 12 LOCK ALUMINUM PLY GEM WINDOWS 13 GLASS SHIM VINYL p1,Y GEM WINDOWS 14 SCREEN FRAME ALUMINUM PLY GEM WINDOWS 15 SCREEN SPLINE VINYL PLY GEM WINDOWS 16 SCREEN RETAINER ALUMINUM PLY GEM WINDOWS 17 SCREEN 18 'TILT LATCH ALUMINUM PLY GEM WINDOWS 19 5/8" INSULATED GLASS O1 FRAME HEAD 2 FRAME SILL 3 FRAME JAMB PLY GEM ALUM. ALUM. O ALUM. 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 2.04-1 2.187 2 Pk: 540-184.6346 FX: 540-484-6A83 vo --T a 1,75 2. 8024T 2 m frY eh h to Lu w 0Za ae Z <d vwi m ac ac p O4 SASH HEAD 5 SASH SILL 6 LOWER SASH JAMB W o L z ALUM. ALUM. O ALUM, w o v a 3 S m d 0.79 0.88 1.334 r --I0 o 1.323 --- 2 0.904 m Z 0 z C 7 APER SASH JAMB O MEETING RAIL O9 A uM NG BEAD 11 LIFT TAIL/GLAZING BEAD 12 LOCK j CL CL0 W w a 0.107 0.586 1.351 -{ 1.441 -{ 1.375 0 735 O LIZ:0.87 1.596 0.755 0.46 Z 1 H L g W 14 SiaC.REEN FRAME 16 SCREEN RETAINER 1g TILT LATCH000 0.75 0.717 2.65 ^ m ego j 44Z 0.312 'r 0.383 I I[11 0,898 l._J AWG #: T PG W06 8 SHEET: 5 of 5 BILL OF MATERIALS ITEM NO. DESCRIPTION MATERIAL MANUFACTURER 1 FRAME HEAD ALUMINUM PLY GEM WINDOWS 2 FRAME SILL ALUMINUM PLY GEM WINDOWS 3 FRAME JAMB ALUMINUM PLY GEM WINDOWS 4 SASH HEAD ALUMINUM PLY GEM WINDOWS 5 SASH SILL ALUMINUM PLY GEM WINDOWS b LOWER SASH JAMB ALUMINUM PLY GEM WINDOWS 7 UPPER SASH JAMB ALUMINUM PLY GEM WINDOWS 8 MEETING RAIL ALUMINUM PLY GEM WINDOWS 9 GLAZING BEAD ALUMINUM PLY GEM WINDOWS 10 VINYL INSERT VINYL pt,Y GEM WINDOWS 11 LIFT RAIL/GLAZING BEAD ALUMINUM PLY GEM WINDOWS 12 LOCK ALUMINUM PLY GEM WINDOWS 13 GLASS SHIM VINYL p1,Y GEM WINDOWS 14 SCREEN FRAME ALUMINUM PLY GEM WINDOWS 15 SCREEN SPLINE VINYL PLY GEM WINDOWS 16 SCREEN RETAINER ALUMINUM PLY GEM WINDOWS 17 SCREEN 18 'TILT LATCH Florida Building Code Online Page 1 of 2 t a tt 1 Norida Oeparmt-nt Sas hlolrhe 1 too in user Regisvanon Ma top16 • Suba& surdhntle ' stab s Fats PuMicarbr6 MC scan SCIS Slla Map tanks . search 6usinesW(`) Professional k t product Approval usall: wok user Regulation Product Aeeroval Menu > Plndhltt or Aeolkathon Searrll a A001kMon list > Applkafbn Detail FL I FL14744-R1 Application Type Af irmatim Cade Version 2010 Application Status Approved Comment, Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Reyresentat" Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (or Standard) Equivalence of Product Standards Certified By Ply Geta Windows 433 N. Main SL Rocky Mount. VA 24151 540) 484-6463 dstammen@ptvgernwbxlows.com Travis Arthur tarthur®plygemwindows,com Windows Fixed Certification Mark or Usbng National Accreditation B Management Institute, National Ameddatim & Management Institute, AAMA/WDMNCSA 101/1.5.2/A440 ifal 2005 V I affirm that Mere 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 Cade. Oocumentabon from approved Evaluation or Validation Entlly Yes No N/A FL14744 R1 COC SA14744 SS.adf Product Approval Method Method I Optiah A Date Submitted 03/06/2012 Date Validated 03/06/2012 Date Pending FBC Approval Date Approved 03/09/2012 httn-Hfloridahuildin¢.orQ/nr/nr ann dtl.asnx?naram=wCiEVXOwtDaueufsxW4GVzZkWw... 9/19/2013 INSTALLATION NOTES: I. 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 21/2 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. FOR INSTALLATION THROUGH 2X BUCK USE #10 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE, 6. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3116 INCH ELCO ULTRACON OF SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT. 7. FOR INSTALLATION THROUGH STEEL STUD USE R10 SELF TAPPING SCREW OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT THROUGH STEEL FRAME SUBSTRATE. S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 10. 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. 11.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. 12.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.53. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. D. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 33 MILS (20 GA.) PLY GEM WINDOWS BUILDER SERIES 705FL ALUMINUM FIXED PRIME WINDOW GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE, EXCLUDING HVHZ. AAMAIWOMA/CSA 101/I.S.2/A440-05 2, ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND STEEL 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 (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. 5, APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: ALUMINUM 6063-T6 7, GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. SEE SHEET 4 FOR GLAZING DETAILS. 8, DESIGNATIONS X" AND "0" STAND FOR THE FOLLOWING: X. OPERABLE PANEL 0: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION L INSTALLATION 6 GENERAL NOTES 2 ELEVATION 6 ANCHOR LAYOUT 3 VERTICAL SECTIONS 4 HORIZONTAL SECTIONS 6 6"ZING DETAIL 5 BILL OF MATERIALS 6 COMPONENTS DESIGN PRESSURE RATING GLAZE TYPE SIZE DESIGN PRESSURE MISSILE IMPACT RATING 1 112" X 5311 40/-50 P5F NON -IMPACT Digitally signed by Alex Spyrou Reason: I am approving this document Date: 2011.08.11 12:52:15 -04'00' PLY GEM 433 N. MAIN ST.. PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540- IM -6348 FX: 540-484.6663 co LLW a, U -Z IA 1 tD Win g Baa '< LUZWg 1x` LU 0 ? d a 111' y~j d < 3i LU fl. at F- IcG coo ii I SgI9 P6W069 1 OF 5 Y < a^ Zti P6W069 1 OF 5 3.00" PLyGEM 433 N. MAIN ST.. PO BOX 559, ROCKY MOUNT, VA 24151 PM 540 48"34&Fx:•54G-484-6683 LL Goen HEIGHT 4 4 50.33" to ='; VO O% N r- Z jLu uj g hi UNIT MAX.:''' Z 3 Y twrorHu2.00" 0 i; <- P Q.L.O. MAX INCW m cmc yW0 Q W01F- V 3 WIDTH 109.33" W w 3 9CDW 3 3 14.00" MAX. O.C. TYP 4.00" MAX. FROM CORNER lYP a f, INSTALLATION'01 Q 4.00" MAX. FROM T %' ANCHOR CORNER TYP U NIT D.L.O. MAX. MAX. AG Ea F HEIGHTHE 4 5 0 14.00" MAX. O.C. TYP O0 H a 3 3 ELEVATION ANCHOR LAYOUT r— z4j FLANGE r, ro W 3 n$$ 33Y1 n Q^ V VcaZ Q Mrs #: PGW069 SHEET: 2 OF 5 3.00" HEIGHT 4 4 50.33" r- 2X WOOD FRAME BY OTHERS SHEATHING BY OTHERS FLASHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT EXTERIOR EXTERIOR O.A. WINDOW HEIGHT PERIMETER CAULK BY OTHERS i 7 1/4" MAX. SHIM SPACE 1 SEE GLAZING DETAIL I INTERIOR C VERTICAL SECTION 3 HEAD - 2X WOOD FRAME FLANGE INSTALLATION EXTERIOR FINISH VERTICAL SECTION STEEL STUD 3 3/4" MIN. EDGE DISTANCE BY OTHERS SILL - CONCRETE/MASONRY o 10 WOOD SCREW FLANGE INSTALLATION V) W INSTALLATION ANCHOR SHEATHING 10 SELF TAPPING SCREW N BY OTHERS INSTALLATION ANCHOR h i. mac d W' 1 be FLASHING 3 THREADS of MIN W gw< BY OTHERS ENGAGEMENT BEYOND a METAL STRUCTURE 11/2" MIN. EXTERIOR FINISH EMBEDMENT j BY OTHERS i 7 1/4" MAX. SHIM SPACE 1 SEE GLAZING DETAIL I INTERIOR C VERTICAL SECTION 3 HEAD - 2X WOOD FRAME FLANGE INSTALLATION EXTERIOR FINISH VERTICAL SECTION BY OTHERS 10 WOOD SCREW INSTALLATION ANCHOR INTERIOR SEE GLAZING DETAIL 1 n 3/4" MIN. EDGE DISTANCE 1/4" MAX. SHIM SPACE 1112" MIN. EMBEDMENT 2X WOOD BUCK BY OTHERS CONCRETE/MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HE16HT EXTERIOR EXTERIOR O.A. WINDOW HEIGHT PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS 3/16" ELCO ULTRACON INSTALLATION ANCHOR i 737 1/4" MAX. SHIM SPACE E GLAZING DETAIL I INTERIOR p VERTICAL SECTION 3 HEAD - STEEL STUD FLANGE INSTALLATION INTERIOR SEE GLAZING DETAIL 1 n 2 1/2" MIN. EDGE DISTANCE 1/4" MAX. SHIM SPACE 11/4" MIN. EMBEDMENT IX WOOD BUCK (OPTIONAL) BY OTHERS CONCRETE/MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS q VERTICAL SECTION g VERTICAL SECTION 3 SILL - 2X WOOD BUCK 3 SILL - CONCRETE/MASONRY o FLANGE INSTALLATION FLANGE INSTALLATION PLy GEM 433 N. MAIN ST., PO 80X'559, ROCKY MOUNT, VA 24151 P14: 540-464-6348,FX.-W-49"693 w licG I N °° a ' Q• Z DW& #: SHEET: 3 OF 5 co v LL V) o Z v Vl t 3 SWM 5z V) W S N a O'x`. O h V mac d W' 1 be O Wa 9 V U. W gw< 3 a CY w licG I N °° a ' Q• Z DW& #: SHEET: 3 OF 5 11/2" MIN. EMBEDMENT 2X WOOD FRAME By OTHERS 10 WOOD SCREW INSTALLATION ANCHOR 3/4" MIN. EDGE DISTANCE I SHEATHING BY OTHERS FLASHING BY OTHERS - lmgmsr.i 1/4" MAX. SHIM SPACE INTERIOR SEE GLAZING DETAIL 1 EXTERIOR FINISH - BY OTHERS EXTERIOR PERIMETER CAULK O A BY OTHERS WINDOW WIDTH E HORIZONTAL SECTION 4 JAMB - 2X W000 FRAME FLANGE INSTALLATION 3/4" O.A. INSULATED GLASS: 5/32" TEMPERED - AIR SPACE - EXTERIOR 5/32 TEMPERED r \ INTERIOR 8 X 1" TEK SCREWS 5" FROM CORNERS 6 20" O.C. N 50" GLASS I BITE GLAZING DETAIL 1 3 THREADS MIN. GEMENGAGEMENTBEYONDY 1/4" MAX. METAL STRUCTURE SHIM SPACE 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 STEEL STUD BY OTHERS PFI: 54484-6348 FX: 540-484.6683 INTERIOR 3 SEE GLAZING 6 1 #10 SELF -TAPPING SCREW U. Z INSTALLATION ANCHOR a N DETAIL 1 ^ u; Woo L X Q 1.4Z dLZamcoat a J of ci / uiLu u lz 4 3 2 7 FLASHING BY OTHERS m= w\ 3 EXTERIOR FINISH a EXTERIOR BY OTHERS O.A. PERIMETER CAULK o f— WINDOW BY OTHERS WIDTH ado F HORIZONTAL SECTION Z4JAMS - 2X WOOD BUCK FLANGE INSTALLATION 0 H 11/4" MIN. o0 EMBEDMENT H 1/4" MAX. 1X WOOD BUCK SHIM SPACE BY OTHERS W w Lu CONCRETE/MASONRY BY OTHERS CAULK BETWEEN INTERIOR ! •' CONCRETE/ MASONRY 1X WOOD BUCK BY OTHERS o 6 1 4.0 . Z1. 3/16" ELCO ULTRACON ZSEEGLAZxNGINSTALLATIONANCHOR DETAIL 1 2 1/2" MIN. EDGE DISTANCE 4 3 2 7 FLASHING BY OTHERS EXTERIOR EXTERIOR FINISH BY OTHERS O.A. PERIMETER CAULKWINDOW WIDTH BY OTHERS Q o i F, v 2 G HORIZONTAL SECTION DWG #: V 4 JAMB - CONCRETE/MASONRY P&W069. FLANGE INSTALLATION SHEET: 4 of 5 OFRAME HEAD/SILL/JAMB ALUMINUM z 1.834 OANCHOR CLIP HEAD/SILL/JAMB ALUMINUM 1.4 0.633 OGLAZING ALUMINUM BEAD 0.499 u 0.624 t PLy GEM 433 N. MAIN ST.. PO 80X 359. ROCKY MOUNT. VA 24151 P14: 540-464-63" FX 5404816683 BILL OF MATERIALS co ITEM NO. DESCRIPTION MATERIAL MANUFACTURER I FRAME HEAD/SILL/JAM8 ALUMINUM PLY GEM WINDOWS 2 GLAZING BEAD ALUMINUM PLY GEM WINDOWS 3 GLAZING BEAD INSERT VINYL PLY GEM WINDOWS 4 GLASS $HIM VINYL PLY GEM WINDOWS 5 3/4" INSULATED GLASS TEMP. GLASS 6 ITAPE 7 JANCHOR CLIP HEAD/SILL/JAMB ALUMINUM PLY GEM WINDOWS OFRAME HEAD/SILL/JAMB ALUMINUM z 1.834 OANCHOR CLIP HEAD/SILL/JAMB ALUMINUM 1.4 0.633 OGLAZING ALUMINUM BEAD 0.499 u 0.624 t PLy GEM 433 N. MAIN ST.. PO 80X 359. ROCKY MOUNT. VA 24151 P14: 540-464-63" FX 5404816683 O Z m N m Q I v G V DWG #: PGW069 SHEET: 5 of 5 co JV1 to .II C r m V V7 N o wa z O UX Zf< w, x0w 1110, cog a 0 w m iINL 3 gW d O Z m N m Q I v G V DWG #: PGW069 SHEET: 5 of 5 Florida Building Code Online Page 1 of 2 Y - S t siness ,. ,' 1 1 Rl o Fbrda Nparmenta SOS Name : toe In User Registration • Hot TOPICS : SUWR Surcharge stats a Fads PuahradOns : FOC Staff BaS SYe No Unna • Search Businest- rofessina" i ° Approval trseR: RrWI[ IISer Regulation Product Aooroval Menu > Application List> Appliotorh Detail FL if FL12198-R2 Application Type Revision Code Version 2010 Application Status Approved Approved by OBPR. Approvals by DOM shall be reviewed and ratified by the POC and/« the Commission if necessary. Comments Archived Product Manufacturer KAYCAN LTO Address(Phone/Email 1 Memorial Drive Rkidbrd, VT 05476 406) 553-6818 Ext 0 alex.)ovanovk®kpproduc6.eom Authorized Signature Jovanovlc Alex alex.Jovanuvit®kppmdutts.com Technical Representative Alex Jovanovk Addrets/Phone/Emall 1 Memorial Drive Richford, VT 05476 416)553-6618 alex jovanovk®kpproducts.com Quality Assurance Representative Alex Jovanovit Address/Phone/Enall 1 Memorial Drive Rkword, Vr 05476 416) 553.6818 alex.)ovanovic®kpproducs.com Category Parcel Walls Subcategory Softs Compliance Fletthod Certification Mark or Using Certification Agency Miami -Dade OCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) dam TAS 202 TAS 203 Equivalence of Product Standards Certified By Product Approval Method Mettod 1 Option A Date Submitted 08/20/2012 Date Validated 08/21/2012 Date Pending FOC Approval Year 1.994 1994 httn:Hfloridahuildinu.oru/nr/nr ann dtl.asnx?naram=wCiFVXOwtDouk24A11C%2fEHMo... 9/19/2013 IKAYCAN BUILDING PRODUCTS SPL60016"ALUMINUMSOFFITm VENTED INSTALlUTIONANCIHORAGE.DN.TMLS 1. THIS PRODUCT HAS BEEN TESTED AND OESIGNEO TO COMPLY WITH THE 4010 FLORIDA BUILDING CODE (FOC) INCLUDING THOSE SECTIONS OF THE FOC PBRtAINING TO THE HIGH VR$ACITY HURRICANE ZONE (HVHZ) AT THE DESIGN PRESSURE(S) STATED HEREIN. THE PRODUCT WAS tESTED TO TAS -202 AND TAS.203. IMPACT TESTING TO TAS,201 IS NOT RQUIRED FOR SOFFIT. STRUCTURAL TEST RESULT$ BASED ON TAB 202 WERE DIVIDED 6Y 1.6 AS REQUIRED BY 2010 FSC. SECTION 171 6.6.4 AND 2010 FRC, SECTION 8816.4. 2. THE PRODUCT DETAIL$ CONTAINED HEREIN ARE SASEG UPON SIGNED AND SEALED ARCHITECTURAL TESTING REPORT 1166882.02-122.18, INCLUDING ASSOCIATED LABORATORY STAMPED DRAWINGS. 9. ADEQUACY OF THE EXI8TINQ STRUCTURAL CONCRETE. MASONRY AND WOOD FRAMING COMPRISMG THE ATTACHMENT SUBSTRATE FOR THE SOFFIT SHALL BE DETERMINED TO BE CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THAT STRUCTURE AND 18 THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT. 4. OVERHANG RECEIVING ALUMINUM SOFFIT SHALL BE CHECKED FOR STRUCTURAL IkADEQUACY, CRACKS OR DEFECTS THAT SHALL 89 ELIMINATED. S. INSTALLATION OF SOFFIT ACCESSORIES AND ACCESSORIES SUCH As CORNER POSTS, STARTER STRIPS. AND TRIM AROUND OPENINGS SHALL 9E DONE IN ACCORDANCE WITH THE 2010 FLORIDA SUIOLING CODE AND THE MANUFACTURER'S INSTRUCTIONS. 6, SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER 9NGINEERING EVALUATION BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, 7. LABELED IN ACCORDANCE WITH 2010 FBC, SECTION 1716.9.2 AND 2010 FRC. SECTION 8816.2. S. SOFFIT NET FREE AREA IN ACCORDANCE WITH 2010 FOC, SECTION 1716.9.1 AND 2010 FRC. SECTION 8816.1. S.I. 9.7 SQ INCHAJN6AL FT. Itl iaN NO?Es 1. ANCHORS BHALL.80 THE TYPE, SIZE, OM13EDMONT AND EDGE DISTANCE SHOWN HEREM FOR RESPECTIVE SUBSTRATE. 2. INSTALLA71ON ANCHORS SHALL 13E AS SHOWN ON THE BATTEN INSTALLATION° AND -SOFFIT INSTALLATION' SECTIONS ON SHEETS 3 AND 4. 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES ONMUDING 13UT NOT UMITED TO STUCCO, FOAM, BRICK VENEER AND SIDIN% 4, FOR INSTALLATION OF BATTEN TO WOOD STRUCTURE USE 118 x 31 WOOD SCREW OR 118 x 3' TAPPING SCREW. PLACE ONE SCREW PER LOCATION AND MAXIMUM 24" O.C. ALONG BATTEN LENGTH. S. FOR INSTALLATION OF SOFFIT TO BATTEN USE 0.12" DIAMETER x 1-112" LONG SMOOTH. SCREW OR RING SHANK ROOFING NAIL WITH U• DIAMSTER HEAD. 6. ALL FASTENERS $HALL HAVE CORROSION RESISTANT COATINGS OR BE MADE OF CORROSION RESISTANT MATER COMPATIBLE WITH THE SUBBTRATO BILL OF MATERIALS ITEM DESCRIPTION MATERIAL 1 SP -600 16" VENTED SOFFIT ALUM. 3004-1-119 2 F—CHANNEL ALUMINUM 3 6" FASICA ALUMINUM 4 0.12" DIAMETER x 1-1/2" LONG ROOFING NAIL WITH 3/8" DIA, HEAD. USED TO ATTACH SOFFIT TO BATTEN STEEL 5 8 x 3" WOOD SCREW OR #8 x 3" TAPPING SCREW. USED TO ATTACH BATTEN TO WOOD STRUCTURE STEEL. 6 12" x 2" WOOD BATTEN WOOD I. KAYCAN BUILDING PRODUCTS ALUMINUM SOFFIT IS MANUFACTURED 9Y ALUMINUM PRODUCTS, 3076 TRANS -CANADA HWY, POINTE -CLAIRE, QC HOR 184. CANADA. 2. $R80018'SOFFIT .VENTED 2.1. MATERIAL: ALUMINUM S004 -H19 2.2. WALL THICKNE88: 0 016• 2.3. PANEL LENGTHS. 17 - T LONG 3. TRIM 3.1 F-OHANNEL 3.1.1 MATERIAL: ALUMINUM 3.1.2 WALL THICKNESS: 0.022' 3.2 FASCIA 3.2.1 MATERIAL ALUMINUM 3.2.2 WALL THICKNESS: 0.022 TABLE OF CONTENT SHEET DESCRIPTION 1 GENERAL AND INSTALLATION NOTES. B.O.M. AND D.P. CHART 2 APPROVED SOFFIT PROFILE AND COMPONENTS 3 SOFFIT INSTALLATION AND CROSS SECTION 4 SOFFIT INSTALLATION SECTION DESIGN PRESSURE (PSF) RATING SOFFIT MODEL DESIGN PRESSURE (PSF) SP -600 16" ALUM. VENTED SOFFIT W/F—CHANNEL 55.OPSF/-35.Opsf r IL a RobM J. AMMUM P.E. Flodda P.H. M 48762 110 4 STATE OF 0 R 190" p%g Aiusl fG—. 335 16.515" V t V 0.045" a o o° o o o° o° a4 o° o°a o°a 21 1/2" MAX. o PANEL LENGTH ooa 0 0° 0 0°° 0 11 0 963" 5.294" I 335 16.515" 16.515" 5.125" 0.251 " 4.272" 0.381" x 0.015" . 3757 1.102 ' RIB EMBOSS B00 16" VENTED SafFIT Aw aNuu aooaNto nota• r+lac 12" 22' 4° 1.84" 861" 6" 1.25" 3- 4WMNUN 0.0ss• TIm 375" 1.438" 442" 75" 2 UW*W 0.02e „HU s W000 d; t 3 r o° a4 o° o°a o°a oon aouooa000 0 0 0 0 o a o° o° a°o a°o o°a o o°o o° 16.515" 5.125" 0.251 " 4.272" 0.381" x 0.015" . 3757 1.102 ' RIB EMBOSS B00 16" VENTED SafFIT Aw aNuu aooaNto nota• r+lac 12" 22' 4° 1.84" 861" 6" 1.25" 3- 4WMNUN 0.0ss• TIm 375" 1.438" 442" 75" 2 UW*W 0.02e „HU s W000 Robert J. Ammwo. P.E. FkWs P.E. No. 40762 No STATE OF C., OR OP d; t 3 r a4 Robert J. Ammwo. P.E. FkWs P.E. No. 40762 No STATE OF C., OR OP 21 1/2' MAX. WIDTH 2 x 2 BATTENS TYPICAL 4J 8 x 3" WOOD sC TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. 1MUM SOUTHERN E TIMBER MING INS'T'ALLATION CROSS SECTION 3 IF AND 13" soFm 7 1/ 21' 4" MAX. MINIMUM SOUTHERN PINE 10" MAX. O.C. O.C. O.C. TIMBER FRAMING ® 24" O.C. Q 8 x 3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. W FASCIA WALL 0 3 8 x 3" WOOD SCREW OR TAPPING SCREW, BATTEN 2 x 2 BATTENS ATTACHMENT FASTENER SPACED O TYPICAL 24" MAX. O.C. 1" MIN. EMBED 4 0 INSTALLATION NAILS, TYP. 16" ALUMINUM SOFFIT NELF' ( D210" MAX. O.C. SPACING ALONG SOFFIT LENGTH 2 x 2 BATTENS TYPICAL 4J 8 x 3" WOOD sC TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. 1MUM SOUTHERN E TIMBER MING INS'T'ALLATION CROSS SECTION 3 IF AND 13" soFm V. y1n with Hw rIo" 4bn 2-a124-6$ is M R W J. A MUM PAL FlorIft P.E. N0. 49762 No 49752 `6-01 o0 SiATE OP• IO • OR i.S ONAI.. N W V. y1n with Hw rIo" 4bn 2-a124-6$ is M R W J. A MUM PAL FlorIft P.E. N0. 49762 No 49752 `6-01 o0 SiATE OP• IO • OR i.S ONAI.. I CITY OF SANFORDiDNOV11209jBUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 3 — D -Z Documented Construction Value: $ Job Address: Z 249 Pn.-7 ee 4t,^ -e- Historic District: Yes No & Parcel ID: Zoning: Description of Work: W ire- 0±,-j Sr tZ Plan Review Contact Person: Title: Phone: 407 3Z1 fay 4 q Fax: E-mail: Name Property Owner Information Phone: Street: Resident of property? : City, State Zip: Contractor Information Name UMI+%e. Eleri-r%c- 7Lr,,L Phone: x/07 3Zi gtlyN Street: PS 'Qv,r,, Fax: City, State Zip: f L 32'rX y State License No.: £ le Oy 154 Z Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: 1-359 No. of Dwelling Units: Architect/Engineer Information Phone: Electrical 1` YR New Service - No. of AMPS: 150 Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: C13 Flood Zone: Plumbing No. of Stories: I New Construction - No. of Fixtures: Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: 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. 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. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. 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 1D Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 UTILITIES: FIRE: 11.11 L3 Signature of Contractor/A ent Date ONV in, E6J,-S Print Contractor/Agent's Name Signature of Notary -St a'l Q;d ' ' ""I,Date c• SON F fPlyF •.'f n Z• a .bc co i l4 Contractor/A" ewt S irly Known to Me or Produced ID to; cof,15 L 66 WASTE WATER: BUILDING: CITY OF SANFORD BUILDING SERVICES Residential Re -Roof Hurricane Mitigation Inspection Affidavit Permit #: 13--23(91 1, Id laq-4CC -5. 1 I/LS hereby acknowledge that I personally inspected Roof deck nailing and/or Secondary water barrier work at 7-47-16 Pet A/CeTVM AVEand have determined that the work Job Site Address) was done according to the Hurricane Mitigation Retrofit Manual. (based on 553.844 F.S.) I certify that my statements herein are true and accurate to the best of my belief and that I fully understand that making any false statements in writing with the intent to mislead a public servant in the performance of his or her official duty shall constitute a misdemeanor of the second degree pursuant to Sect' 83 .06 F e::A& III?? LWI Signature of doriiiactor Date M104,WL51 W6 -5`i CC-Co01010 Printed Name of Contractor License # License Type: General . Building Residential . Roofing Contractor or any individual certified in accordance with F.S. 468 to make such an inspection. STATE OF FLORIDA COUNTYOff' jlJ7 fG Sw rn o (or affirme ) and ribed before me this day o 20 /-1 by who is ' ersonal y ow m r has Produced (type of ident' io as SEAL) ignature of Notary PublicD VA C. CAMERON St to f Flo da .; C urksim# EE 185655 Exoms Apr01, 2016 bWTWTmy Fin kmwa60D3"19 rint/Type/Stamp Name of Notary Public 3 V9 I OCT 3 12013 I CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 13 — uo (o I Documented Construction Value: $ W -L0.03 Job Address: 2y Z> P r• i , c A-, / Q v--C , Historic District: Yes No Parcel ID: Zoning: Description of Work: Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information Name -OAZc-f .-,r fi a}•y.. Phone: 4' - ' Sb • 0%-) Street: 3 Z 1 J9 t.rL Resident of property? : r,o City, State Zip: L M Fl_ 3 1-7 - Contractor Information Name Phone; Street: Po Qc7c III-) Fax: _ City, State Zip: Jr,,. -i, Nr r— L 7 t-7 -:)1 State License No.: C " C oS Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Building Permit 0 Square Footage: _ No. of Dwelling Units: Electrical O Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: New Service — No. of AMPS: Mechanical 0 (Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures Fire Sprinkler/Alarm 0 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: 1 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. 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. 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. A copy of the executed contract is required irl order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. signature orOwner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Rev 11.08 FIRE: Signature of ntractor/Agent D11c a S/-.-1+ Prim Contractor/Agent's Name j, Signature of Notary -State of Florida Date MA Y. HALL Cho Rm nMIon # EE 139759 Wros Feb=rY 1, 2016 1MuTAYFrnhwwalOOJ*109 Contractor/Agent is Personally Known to Me or Produced 1D Type of ID WASTE WATER: BUILDING: ADVANTAGE PLUMBING, INC PO Box 1117 Sanford, FL 32772-1117 407-323-7515 Fax• 407-323-8954 PROPOSAL Peltzer Construction 2428 Princeton Ave Sanford, FL 1357 PROPOSAL SUBMITTED TO: PHONE DATE- 10-15-13 NAME- Peltzer Construction JOB NAME. Model 1357; REVISED Michael Peltzer: 407-756-0951 bpgoal@bellsouth.net We hereby submit specifications and estimates for. 2 Water Closets, Mansfield, elongated. 2 Lavatories, round, china. 1 Kitchen Sink, Dayton Elite DSE., stainless steel, double bowl. 2 Tubs, enamel, steel. 1 Hot Water Heater, electric, 50 gallon. 1 Laundry box. 1 Ice maker line. 3 Hose Bibbs. 1 Disposal, Badger V. Hookup owner provided dishwasher. Sewer and water service. CPVC water piping. Moen Eva BN 4" center valves. Moen 67315CSL kitchen sink valve. Matching drains and supplies throughout. We hereby propose to furnish labor and materials — complete in accordance with the above specifications. for the sum of: Four thousand eight hundred twenty dollars $4,820.00 with payment to be made as rollows All material is guaranteed to be as specified. All work to oe completed in a workmanlike proposal subject to acceptance within 30 days and is void thereafter at the option of the Authorized The above prices, speciricauons and conditions are hereby accepted ;Yo made as outlined above. ACCEPTED: Signature Date Signature to standard pra>ttices. This are authorized to do the work as specified Payment will be l D CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: /3 tsl I Documented Construction Value: $ 4111.0-0 Job Address: -t d`-f ` f i Y1C A)e_ Historic District: Yes Nox Parcel ID: Description of Work: _J.RfS- LU lk Plan Review Contact Person: Phone: Fax: Pr Name ]IA P-, Street: City, State Zip: Zoning: Title: E-mail: Owner Information Phone: Resident of property? Contractor Information l l Q' Name b - r C. \ r C , Phone: `'70- r '5`3Q0 L) Street: ASCD Fax: 0`7 - ?J' 5 ?J City, State Zip: 50 N- YJ 02% State License No.: uzz Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Building Permit 0 Square Footage: No. of Dwelling Units: Electrical O New Service - No. of AMPS: Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical O (Duct layout required for new systems) Plumbing O No. of Stories: New Construction - No. of Fixtures: Fire Sprinkler/Alarm O No. of heads: 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. 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. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitt , e reserve the right to calculate the plan review fee based on past permit activity levels. Should c lculated c r es eed the documented construction value when the executed contract is submitted, cre ' will be i t r permit fees when the permit is released. / II'3 Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: Rev 11.08 UTILITIES: FIRE: of ROBERT G. DELLO RUSSO Date Print Contractor/Agent' Name odi )0-0), > Signature of Notary -State of Florida Date MIRINDAC.lURNER MY COMMISSION A EE 080788 EXPIRES: June 14,2015 lN;h - eo dW TN NMery PuWk Undetwtlten Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: 4DEL—AIR ta qww p86 532 ; - AIR CONDITIONING • HEATING • REFRIGERATION, INC. vaeraco. :2 6. 6 .5; State Certification Ucense MCAC 032448 i Vww.delalr.cOm ! SALES AGREEMENT 531 Codisco Way I Sanford, Florida 32771 INSTALLATION TO: BUS. PHONE: ADDRESS: MS West RES. PHONE: 407-756-0951 ADDRESS: 321 Bush Hill Ct DATE: 10/29/2013 CITY/STATE/ZIP: Lake Mary, FL 32746 TOWN OR CITY: Revised JOB NAME: PLAN: JOB LOCATION: Model 1357 6 HVA46i (with' CarrleilBase- PLAN NAME i1[ EER F,B4CNF030.;wdhk25M8C330 TONNAGE SEER HSPF ._ FAN/FAN-LIGHT COMB PRICE Model 1357 2.5 13.00 7.70 2/0 ? $4,111.00 PRICES GOOD FOR 6 MONTHS Equipment to be CARRIER Heat Pump °C Pricing includes bath duct with (2) standard bath fans, (1) dryer vent box, (1) dryer venting through roof, 1) 7" range duct, and (1) programmable thermostat (TH6320U1000DAG). Option Pricing if bid with (2TNutone QTREN080 Quiet bath fans, Add $390.00. —` For any interior kitchen hood that has a fan greater than 400cfm – Please add $ 475.00 for a Broan MD8TU. For any interior kitchen hood that has a fan greater than 1000cfm – Please add $ 875.00 for a Broan MD8TU and MD6S. Ear any interior kitchen hood. -that has a.fan.grEater-than1500cfa---Special provisions must be -made. DEL -AIR must be notified of any interior hood that greater than 400cfm BEFORE rough -in. Ducting to be fiberglass flex system. Supply air outlets to be Adjustable Metal Grilles. Del -Air to provide 11 supplies and 5 returns. Electrical line voltage to equipment by builder. Low voltage wire to equipment and thermostat by DEL -AIR. Concrete pad to support outside unit by others. Underground 4" chase for air ' conditioning lines by plumber. Platform by Builder. ' Warranty: Includes one year labor service by DEL -AIR. Parts & components warranty per manufacturer's limited warranty. Payment Schedule: 50% due on rough -in, balance due on equipment set and trim out. Net 7 days. All invoices beyond 7 days will be charged 2% interest per month. I hereby accept the terms and conditions of this contract as set forth on the reverse side of this sheet and I do hereby order the Installation of the above described equipment. DEL -AIR HEATING, AIR CONDITIONING, REFRIGERATION, INC. BUYER'S NAME BY DATE - - - — - - - MS West DATE - - _ -SIGNATURE