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2426 Princeton Ave 13-2362; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 13100005 BUILDING APPLICATION #: 13-10000529 BUILDING PERMIT NUMBER: 13-10000529 DATE: October 10, 2.013 .. OCT 1 0 ?014 UNIT ADDRESS: PRINCETON AVE. 2426 31-19-31-518-0000-0620 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: BLOCK: OWNER NAME: ADDRESS: APPLICANT NAME: SHAIRI MAHMOOD ADDRESS: 510 SANATA CT. WINTER SPRINGS LAND USE: SINGEL FAMILY RESIDENTIAL TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2426 PRINCETON AVE. / LOT 62 / SFR TRACT LOT: FL 32708 / 3, 5dL5 . LQ FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Hou§ing 705.00 ROADS -COLLECTORS N/A Single Family Hou ing .00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD Single Family Housing 54.00 SCHOOLS CO -WIDE ORD PARKS Single Family HouW9 5,000.00 LAW ENFORCE N/A DRAINAGE N/A OUNT STATEMENT RECEIVED BY: SIGNATURE: PLEASE PRINT NAME) 1.000 dwl unit 1.000 dwl unit 1.000 dwl unit 1.000 dwl unit DATE:_r' NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT TIJIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE 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. 705.00 00 00 54.00 5,000.00 00 00 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AND SHOULD REFERENCE A/ THE COUNTY BUILDING PERMIT NUMBER AT THE tOP LEFT OF THIS STATEMENT. 41* THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. ((J 110 y. D CITY OF SANFORD Sy Z013 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: O'Q/3(4o Documented Construction Value: $ Job Address: POIA16Er0 I A Je_* Historic District: Yes No ig Parcel ID: `3 ' j " Jl "DODO - OfoZQ Zoning: Description of Work: Ctmyioucr A AteW sj,,PIG( %E;U6f5r Plan Review Contact Person: 5CD71- LING-!5i` Title: PkCS/ Phone: -407` 7Dz- 404 3 Fax:407- 330 -2254 7 E-mail: M6W7_72e?gA'yL.j C Property Owner Information Name W J4M0ob 15YAl t Phone: 407- 310-1 &0Z, Street: 5) 0 5AJA A &i_r• Resident of property? : O City, State Zip: U11 4l -c-EfZ 21NGS. /L 3Z© If Contractor Information Name M j S ItiI r /A/C,, M CI fEL S111— Phone: Av7 U0 -2 -47 Street: 1 U -13 CI? t5,raz_ wee rm,5 Fax: 407- 332-- 7254 7 City, State Zip: 51&Af! 5L 3277 3 State License No.: W CO&ZOI Q Architect/Engineer Information Name: r S , C #&)4AL_ E E, Phone: -47 - SZ t - S Street: T 32 6• ..1'i" S ti 9 Fax: AO 7- 5 7-1 - 7 9 5-F City, St, Zip: At -TA Ls r-•p A010 T4'rS Ft _ - 3 2714 E-mail: i''Q i Bonding Company: il i Mortgage Lender: 41A Address: Address: PERMIT INFORMATION Building Permit La' Square Footage: I( A Construction Type: 6FIZ No. of Stories: No. of Dwelling Units: Flood Zone: JJQ Electrical Ca' New Service - No. of AMPS: 150 Mechanical (Duct layout required for new systems) Plumbing R New Construction - No. of Fixtures: Fire Sprinkler/Alarm D 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. ZoOr Signature rer/ Agent Date Signature o Contractor/Agent1 DMPrintge is Na Print Contractor/Agent's Name otary- State of to da Date ignatum of Notary -State of Florida Date L CPdlEROMADA C. CAMERON iFs COMPilsnon 1 Comnbsion t EE 185665;ts p g Apnl 1 2016 ftWTM,TM1Fin - - eE00,*"19 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID— Type of IDyD,C S o-tJ`y0- Sa- Produced ID Type of ID AJN, p,s- o9- O APPROVALS: ZONING: #11A lb''-3' ! UTILITIES: WASTE WATER: ENGINEERIN 0- /- 1 FIRE: BUILDING: COMMENTS: Rev 11. 08 44 r.r-.'./ a .. - •_ PERMIT STATUS DATE I DATE ISSUED EXPIRES FINAL SUBDIVISION IMPROVEMENT PLAN an OF SM:OfO P&% aR ow of s113oio PMaw IL A = 317111 M ONAM sot Slvm 1L am ww P a uoa PSNM sa. 40a m 40 sa fair. M-a 001111Y. R. 3V13 1K ME8 0004110 0 5 OWIL FRai uEra 3 0 00 1015 E1001M00 W 06 WAONFE4 ao. 4W GARDENIA COVE 2426- 2438 ' PRI N CETON AVENUE SANFORD, FLORIDA PAIL Ib01iE 40 =- 560 cart mom 407) 3K-0414 407) _"" Wm uw No» Ot LOCAl10N MAP LEGAL DESCRIPTION DESCRIPTION SMIION 31, I WWW 19 SOUTH. RANGE 31 E49 LOTS 6Z63.64.65.66.67 MID 68 GARDENK according to the Plat thereof as recorded in Plot Book 5. PoCgs 77 of the Public Records of Seminole County. Florida. PARCEL I.D.# 31-19-31-518-0000-0620/0630/0640/0650/0660/0670/0680 Was . E FA M MU" 4 !1 1ND" K SY L=L PE K filo® a 3M go M( MWam 1 oaf sufm AYE iF1EP m (4" =-uee and (" =-' coo INDEX OF SHEETS AMERICAN CIVIL ENGINEERING CO. SPY STAWS .&. II VA WJ> N CLM w d I vfY L. ND C, o o II a I as—ws I r am 01 V. anat o w a v ozaz m aWW ICL f MCL o0V II Z CU VATM r wAte Ww SAN — SAN —_SAN — SW br--- S UMid PwOP05•fD C"AwON+® FM ARAOw! OM 1' e' TALL. 6' = SOoOw am OAY O EAQI LOT LOB i MODIFIED LOT GRADIIIIG TYPi, !i w VA*= AlwI I I zone lPDXVE1010, WAVILY V PLAN lu LOT GRADING I SIEfYE t CYE 1aLYE mE BENOOV t v iot 1' wuot t9LM + VAM Via L VA1Q 6LV • K37 VAIQ V' 1EIQ ILIA V'LK 6 eK wM WN a wM—w — wM — wM — wM — wQ — wM — wM — wM ---c yyy — YVM — wM 'AM — — w — wM — wM — wM — 'NM — YY1" C PRINCEMN AVENUE — — — — w — — wnt --r-hM +-- w4 — w — Nw -F— w Lw -f— ft V. anaen n i ON -Ulmmsw - sm - sw00 PlrtasNp p La NO: Loon 3' , 0 7SL . t LO 1 1 I o i i i OF i 0ax L YL°ii CA UNIMPROVEI! N AN SAN SAN — SAN SM — MK J6J /- SAN — SAN Y VOMM k Ri LP. oP Ir PC =a IWI (rrYo0. OIF14t M LF. OP 9 PC sw LMN Y — wY wM wY wM — wmL wM wM wu — wM wY wM I Z ti c W on11 cr, 157I' D$ m z NO I I I- yl a Z. ao N i o c I1FTRfry OHM& N070I I t) ALL AtMYEMSIALLKPP.OMAPO Ob-PALED BY M CM OF SA FM I a J LT NLor SW PIYt ] eti +/- SAN ia r SAN — SAN SAN LI• ALLE, 3 i M A do CD I Lt4 Lori L 303 FMTeFBWNOEYMYSVRV b HUGGINS DEVELOPMENT, INC. ZoceaDlea LOTS 6Z 63, 64, 65. 66, 67 and 66, GAROENk4, at7oo,•dlq to the Plat hereof as recorded in Plat Book 5. Page 77, of the Public Records Of Seminole County, Flonda. SURVEY NOTES: 0 Rm Anal sOm of on 0"4e=rW popaty Is P blteon AretVq. • A TAaatltAeasabedptOpab4sbFbodTaro x: 3) nbunwwas tat 11 w OnO Wawdon t40cmEa 2007. _ SURVEYORS CERRFlCATE TIUF b b Larry IAA p6ludayW W d cr abrnsdeeobW pop V ad ar ptA ramm dwam is an aaanb mpn:3aaabn of or taro. I (wow tarry IAA ft am mwb" YYdnm Teditg Aaroads FA bol by On Fbroa BW d Stmeyas aro mmm pwww b Crypts MUM d Or Fbdds Aam Wrim Cods ms"b Sedbn 47LO27 d Ole Fbdda Smum ER SURVERNO FL& MpgTNER-P.SALNa30l2 too; "'•. P. O. eta 823- Sadad. Fb s 57772• (407) 322.700Q'-LL• .....t%7 ;. N01 tAyt salted Ce%d Stnw7ar • i•'tb n'%S ry. Imo' •... W} ii c W O 0 wQ U a0 (n G' Z Z 00 C: LLI 0 OfZa Q o a 0 z D 0 03 CC 25-STREET•{S:R-NO. •46,}------'--------------- ru Km cum= PROJECT# 07-461 no sir. 2 an 3 I P fC1s7- City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: U S QJe-5 T 7 A C . Firm: Address: 1 a e3 e,*-s Y S. 4 Vow Eu . City: State: Zip Code: Phone: y -33U' 25y i Fax: Email: Property Address: f.;v C -\ Property Owner: M1622 o Ck.i Parcel identification Number: ?j - °% - 3/ _ f 8 _ dyy O -- d i ZO Phone Number: Ii07- Q U-- 9 6 oZ 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 0 ONLY Flood Zone:_ Base Flood Elevation: Datum: FIRM Panel Number: I,, 1 COo 70f Map Date: _,I Lz Zoc) 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 l- The parcel is not in the: [E floodplain floodway The structure is in the: floodplain floodway O--'-The structure is not in the: [D-iioodplain 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: sS Date: p 20 T:\Engr-Files\ Elevation Certificate\Flood Zone Determination Request Form.doc CITY OF SANFORD SEP 2013 BUILDING & FIRE PREVENTION ZPERMIT APPLICATION 63 11 17 s141 Application No: 1 47 Q361 i_ Documented Construction Value. Job Address: -M TAQ PQwC6T_y l A V i Historic District: Yes No ig Parcel ID: 3 1 q -31 - 5i 1-3 "Oa0O - D(oZ0 Zoning: Description of Work: Cvosi-re cr A Atew !rLI dl6(AE Fi4mW XK1 Dewn!F Plan Review Contact Person: .071'- U! ter Title: P2ESl D6it)T- Phone: 40%- 7Dz- 4 64 3 Fax-4o7- 330 -ZS4 7 E-mail: I '5W Z7Z4 A0L* CVI Property Owner Information Name WPmont> SA(At ei Phone: 407- 310 —g6Pd Z Street: A5_ 1 n SAJA3A tiT. Resident of property?: ADO City, State Zip: U11/1%i fZ SP2rN S. JCL ?' ZED$ A Contractor Information Name M, 5 war 1GAf(i u(ffi EL s.1 1 Phone: ? - 330-2SQ? Street: 1 n8 CIP iv'rd& Y/ W C-A51" Fax: 407- T?D- 7-S'4'1 City, State Zip: 54glyroel> I`L 32 77 3 State License No.: CCsCOl Zyl a Architect/Engineer Information Name: 7-) S, CP, E, Phone: .4a7 - S-Z/- 5"5-5'7 Street: 5'31 6yJE4 5r- 4g4 Fax: AoZ 5]Z1 -5-434 city, st, zip: AuTA n?oacIffi 15M/1fGs z 4 E-mail: ra i j0&5'A A0G , c0AA Bonding Company: U/ Mortgage Lender: * Address: / fir% o /I Address: PERMIT INFORMATION Building Permit Bf Square Footage: ; _ Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Rft7 Electrical 1W New Service -No. of AMPS: 150 Plumbing R New Construction - No. of Fixtures: Mechanical 13 (Duct layout required for new systems) Fire Sprinkler/Alarm D 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 rorlAgentd Print OwnedAgeat's Nara 8 L3 Zor3 Date Signature o Contractor/Agent Date v L ADA C. CAME" C m6sion 0 EE 185665EowAp01, 2016 BaddTWbgF*IrW0 00Ma19 M Date M ! wif e-G S, fl/ew- Print Contractor/Agent's Name ignatrrre of Notary -State of Florida Date tis ADA G CAPAERONCommission # EE 185655 Expires April 1, 2016 rA:JllwirgFenrsraro[E'l.i 10t, Owner/Agent is Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced ID — Type of Msg S o zs''yO-S- Produced ID Type of ID APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Rev 11.08 D D Q,L CITY OF SANFORD i SEP y 2013 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 'o o Documented Construction Value: $ Z.i,C1,50e 0 Job Address: ' 4yo Pgm)CETyd[ A 65 Historic District: Yes No ig Parcel ID: 3, " tJj "DU0O - oZO Zoning: Description of Work: A MOW Si wacz_ ci4OyLet XC61 >155VUF Plan Review Contact Person: 5 'D71- UZE-'5TTitle: MSi V164/1- Phone: 4O%- 7Dz- 4 04 9 Fax:CFO% 330 -Z c34 ? E-mail: 11f 6W7,7Ze?l i4vL, 1 Property Owner Information Name l 14M00 b 15dAI e_ Phone: A07 - 3117 •-I&O Z, Street: 510 5AIA'iA ail• Resident of property?: ADO City, State Zip: U11 d iue 6MA16S. 1:52- 32--70i3 A A Contractor Information Name M 1 5 VI r %,(%(i I(1i' I C#4EL S, WL1 Phone: Av 7 - '5?0 - 264-7 Street: 10• 13 C12 Y5'i"'4L wew &Asi Fag: A07- 37,V" ZS" '7 City, State Zip: 5AAADPI> rL. 3277 3 State License No.: CCsC0&ZC7lV Architect/Engineer Information Name: r - 5 , C lieAk- F. E Phone:.407 - S"7-1 - 5- Street: 121 S ,.t'>" 51Z 4 9-5 Fax: ADZ - 5 X I - 7 ti 5'-r City, St, Zip: %LTAA7ok'fLs SMAVE-S : AL 3 Z7I i E-mail: ra i 70(51 A-r;'&' u'JA Bonding Company: 11 i Mortgage Lender: Address: Address: PERMIT INFORMATION Building Permit 13' Square Footage: Ii0I [' Construction Type: No. of Stories: 1 No. of Dwelling Units: Flood Zone: KO Electrical ISY Plumbing R New Service - No. of AMPS: U New Construction - No. of Fixtures: 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. Signature rer/ Agent Date lv owl q /v4 Print Owner ge 1's Na nature of otary-State of to da Date ADA C. CWERON IQ; Cownission # EE M55 E II s AprO 1, 2016 BardtOTtnUgFd maQ06"ani9 8 t3 Zvr3 Signature o Contractor/Agent Date M IW"c S, ye; Print Contractor/Agent's Name ignature of Notary -State of Florida Date r, ACW G. GAS: ROW Gom:, i on i 0 Owner/ Agent is Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced ID_ Type of IDpDL SGod-t.S'y0- SoZ- Produced ID Type of ID pls- o9- O APPROVALS: ZONING: UTILITIES: -?&t&ASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Rev 11.08 CONTRACT 2013-821-62 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 #31-19-31-518-0000-0620 Legal Description: Lot 62, Gardenia, Seminole County Florida Scope 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. 1 Page I of 5 OWNER initial THIS INSTRUMENT PREPARED BY: Name I ' Address: 103 cz(4-r1qt- SX nJ.FvG> i 3z','' 1?: NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: MARYAN*. MIIRSF_•, SliMINIAX WLINTY CLERK OF MRWIT WURT It COMPTROLLER 13K 001.9 Pq 0*34 OOP) CLERKvS # 2013124467 RI-111IM1:1) 09/R6/P01:3 IPIPPI15 PM RE1,11141)INO FN15 10.00 RE1040171 BY T Smith Parcel ID Number: The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) r „r .- 7 2ars„r..Ild Pa z.-, 44 P4--60C.>UP IN P%/VU V Z,CFM INo CC- C00Ajrt`1' F-t'VZI P It Ufrfr;it-y,we- KAbowy A6 Mz& PeiNccroN AVI . 5-40EQ r(- 3Z?71 GENERAL DESCRIPTION OF, IMPROVEMENT: OWNER INFORMATION: Name: M A f' M oo b 514 I C21 Address: S 10 5a4T& Cl-, V27y e Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name: l/lJ G Address: 100 CfVfi1 4- View ER41- 7iQ/1'l? ( 547-73 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be as provided by Section 713.13(1)(b), Florida Statutes. Name: Mr. - Address: In addition to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. To receive a copy o1;14 enors Md cov?'11 r wed 013SEQ Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best otoy knowledge a belief. I 1Y Q i1 J 1 m s t • Owner's Signature Owner's Printed Name Florida Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign In his or her stead. State o County of d`7 The foregoing instrument was acknowledged before me this _'day of , 20 3 by, a44Z - SA— 2 //"/ . Who is p6Zally known to me Name of person making statement _ OR who has produced identification 10 type of identification produceduny .SGlJO-. t'yO ADA C. CAWRON CwvdWm i EE 185655 E irea April 1, 2016 11NTigFdita morr09JEST019 Notary Signature SCPA Parcel View: 31-19-31-5 l 8-0000-0620 Page l of 2 U." r Add CFA PROPERTY APPRAISER SilIMP410LE COUNTV, ROr:tDn Previous Parcel Property Record Card Parcel: 31-19-31-518-0000-0620 Owner: 5HAIRI MAHMOOD Property Address: 2426 PRINCETON AVE SANFORD, FL 32771 Next Parcel > I I Save Reset Layout I I New Search I Parcel: 31-19-31-518-0000-0620 1 Value Summary I Property Address: 2426 PRINCETON AVE Owner. SHAIRI MAHMOOD Mailing: 510 SONATA CT WINTER SPRINGS, FL 32708 Subdivision Name: GARDENIA Tax District: S1-SANFORD Exemptions: DOR Use Code: 00-VACANT RESIDENTIAL IL Z 62 MZ DCQ. I Map Aerial Both Footprint + Extents Center Larger Map Advanced Map - Dual Map View - External 2014 Working 2013 Certified Values Values Valuation Cost/Market Cost/Market Method Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value S7,887 7,887 Market) Land Value Ag lust/Market 57,887 57,887 Value •• Portability Adj Save Our Homes s0 s0 Adj Amendment 1 s0 s0 Adj Assessed Valuel S7.8871 S7,887 Tax Amount without SOH. S 161 2013 Tax Bill Amount S161 Tax Estimator Save Our Homes Savings. so Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 62 GARDENIA PB S PG 77 Tax Details Taxing Authority County General Fund Schools City Sanford SJWM(Saint Johns Water Management) County Bonds Assessment Value Exempt Values 7,887 so S7,887 so S7,887 so S7,887 s0 7,887 s0 Taxable Value S7,887 S7,887 7.887 S7,887 S7,887 Sales Deed Date WARRANTY DEED 06/2009 WARRANTY DEED 02/2008 WARRANTY DEED 02/2008 PROBATERECORDS 05/2003 Book 07212 06940 06940 2L84Q Page 0338 0611 0612 1502 Amount S696,700 140,000 S210,000 S100 Vac/Imp Improved Vacant Vacant Vacant Qualified No No No No Find Comparable Sales within this Subdivision Land Method Frontage FRONT FOOT & DEPTH 49 Depth 110 Units 000 Unit Price 185.00 Land Value S7,887 Building Information Permits http://www.scpafl.org/ParceiDetails.aspx?PID=31-19-31-518-0000-0620 10/24/2013 PERMIT # ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 66 The lower the EnergyPerformance Index, the more efficient the home. 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 case? 6. Conditioned floor area (fl') 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: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: FI, New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=12.3 1166.00 fl' b. Frame - Wood, Adjacent R=11.0 296.00 fl' 1 c. WA R= fl' 4 d. NIA R= fl' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1357.00 fl' 1357 b. WA R= fl' c. WA R= fl' Area 11. Duds R fl' 109.48 fl' a. Sup: Attic, Ret: Attic, AM: RoomsInBlockl 6 542 40.00 fe 12. Cooling systems kBtu/hr Efficiency fe a. Central Unit 31.8 SEER:15.25 tt' 1.417 ft. 0.327 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1357.00 fF b. N/A R= ft' c. N/A R= fl' 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 ins a ion. Otherwise, a new EPL Display Card will be completed based on installed Code n atu Builder Signature: _ _ _ Dater Z4( 3 Address of New Home-M & f7 A Er City/FL Zip: jrjf i L 3ZT7( kBtu/hr Efficiency 28.8 HSPF:8.70 Cap: 65 gallons EF: 0.87 Pstat i r Cr 11 i CO wE ` o- 1 E a 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 Project Name: Lot63Model1357 Builder Name: MSWEST Street:"fui PRUUCETQN l4Ve Permit Office: City. State, zip: ' AAIfp.Zi. FlC. 3L11 / Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford 1. New construction or existing New (From Plans) 9. Wall Types(1462.0 W.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Ird Insul, Exterior R=12.3 1166.00 fta b. Frame - Wood. Adjacent R=11.0 296.00 fta 3. Number of units, It multiple family 1 c. WA R= fta 4. Number of Bedrooms 4 d. WA R= fta 10. Ceiling Types 0357.0 sgfl.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1357.00 fta 6. Conditioned floor area above grade (fta) 1357 b. WA R= fta c R _ a Conditioned floor area below grade (fta) 0 11 R fta 7. Windows(149.5 sgft.) Description Area a. Sup: Attic, Rot: Attic, AH: RoomsInSlocki 6 542 a. U-Factor. Dbl, U=0.52 109.48 ft SHGC: SHGC=0.33 b. U-Factor: Dbl. U=0.60 40.00 fta 12. Cooking systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Centres Unit31.8 SEER:15.25 c. U-Factor: WA fta SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor. WA fta a. Electric Heat Pump 28.8 HSPF:8.70 SHGC: Area Weighted Average Overhang Depth: 1.417 ft. Area Weighted Average SHGC: 0,327 14. Hot water systems a. Electric Cap: 65 gallons 8. Floor Types (1357.0 sgft.) Insulation Area EF: 0.870 a. Slab -On -Grade Edge Insulation R=0.0 1357.00 fta b. Conservation features b. WA R= fl None c. WA R= fta 15 Credits Pstat Area: 0.110 Total Proposed Modified Loads: 26.50 PASSGlass/Floor Total Standard Reference Loads: 40.35 1 hereby certify that the plans and spe ificabons covered by this ' with the Florida Energy Review of the plans and specifications covered by this 0* THE Sr4T calculation are oomp'ance Code. , calculation indicates compliance with the Florida Energy Code. lift, •. ` `. • . ', PREPARED By: Before construction is completed rz -1- o DATE: _G this building will be inspected for 0 compliance with Section 553.908 I hereby certify that this building, as designed is in compliance Florida Statutes. COD %WEwiththeFlorida EnergyVWIOWNER/AGENT: BUILDING OFFICIAL: DATE: c( 2q DATE: Compliance requires certification by the air handier 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 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot63Model1357 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 Whale House Fan: No Address Type: Street Address Lot # Block/SubDivision: PlatBook: Street: County: Seminole City, State, Zip: Fl , CLIMATE V Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1357 10856 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 RoomslnBlockl 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 RoomslnBlockl 145.6 ft 0 1357 fV 0.32 0 0.68 ROOF J # Type Roof Gable Roof Materials Area Area Color Solar Absor. SA E mitt Emf t Deck Pitch Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 1518 ft' 340 ft' Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1357 ft' N N CEILING Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlockl 30 1357 ft' 0.11 Wood 9/19/2013 9:20 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V_#_Omt---To WAn Type Space R=Value-F_t-In_F.t-tn-Area-R_Value-Fradion_Absor Grade% 1 NW Exterior Concrete Block - Int Ins6loomslnBloc 12.3 3 2 8 0 25,33333 0 0 0.6 0 2 N Exterior Concrete Block - Int Ins@oomslnBloc 12.3 52 6 8 0 420 ft' 0 0 0.6 0 3 NE Exterior Concrete Block - Int Ins@oon InBloc 12.3 6 5 8 0 51.33333 0 0 0.6 0 4 E Exterior Concrete Block - Int Ins6loomslnBloc 12.3 12 6 8 0 100 8' 0 0 0.6 0 5 SE Exterior Concrete Block - Int Ins6loomslnBloc 12.3 3 2 8 0 25.33333 0 0 0.6 0 6 S Exterior Concrete Block - Int InsliloomslnBloc 12.3 35 0 8 0 280 ft' 0 0 0.6 0 7 W Exterior Concrete Block - Int Ins6loomslnSloc 12.3 33 0 8 0 264 ft' 0 0 0.6 0 8 - Garage Frame - Wood RoomslnSloc 11 37 0 8 0 29611' 0 0.23 0.01 0 DOORS Omt Door Type Space Storrs U-Value Width Height Area Ft In Ft In 1 NE=>NE Insulated RoomsInBloc None 0.4 3 0 6 8 20 R' 2 =>NW Wood RoomslnBloc None 0.46 3 0 6 8 17.77777 WINDOWS Orientation shown Is the entered Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Ind Shade Screening 1 N=>N 2 Metal Low-E Double Yes 0.52 0.33 N 5.416666 1 8 5 in 1 R 0 in HERS 2006 None 2 N=>N 2 Metal low-E Double Yes 0.52 0.33 N 48.5625 ft 1 It 5 in 0 ft 8 in HERS 2006 Nome 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 R' 1 R 5 in 0118 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 ft 0 in HERS 2006 None 6 W=>W 7 Metal Lo w-E Double Yes 0.6 0.32 N 40 ft' 1 It 5 in 1 ft 0 in HERS 2006 None 7 W=>W 7 Metal Low-E Double Yes 0.52 0.33 N 32.375 R' 1 R 5 in 0 ft 8 in HERS 2006 None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 301 It' 301 W 64.1 Q oft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces 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 kBtulhr 1 sys#1 9/19/2013 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Duds 1 Central Unit Split SEER: 152531.8 kBhdhr 1080 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use Setpnt Conservation 1 Electric None RoomslnBbdk0.87 65 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None fl' DUCTS Supply — Return — Air Percent HVAC # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF Heat Cool 1 Attic 6 542 fN Atbc 542 fl' DSE=0.88 RoomslnBl 0.0 d m 0.00 % 0.00 0A0 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan PQ Feb Heating Jan ?( Feb( Mar Marc Apr May [X] Jun Jul May [X] Jun 0C Jul Aug X Sep Sep NOctovOctNNov DecVentinlxlJanlx) Feb lxl Mar rX ll X]] r ll xll Ma ([xl] Jun (l x1l Jul Xll 111 Sep Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM PM 78 80 78 78 78 78 78 80 78 78 78 78 78 78 78 78 80 80 78 78 80 78 80 78 Cooling (WEH) AM PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM PM 66 68 66 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 Heating(WEH) AM PM 66 68 66 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 9/19/2013 9:20 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: Z et N,16-rOw A Fi PERMIT #: FI, 3 7,-? MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT I SECTION ( SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 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 heat when compressor can the load. Ducts 403.2.2 meet All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker electric) or shutoff (gas). Circulating system pipes insulated to = R-2 accessible manual 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, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower, (HP) of = 1 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 if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal effrciency=78% (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 cooling or heating capacity requires 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 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 Manual S Compliance Report Job: LoMModer1367 Wifiightsoft' Date: September 19, 2013 Entire House ey: w+ DEL AIR HTG, A/C & REFRIG. INC 531 CODSCO WAY, SANKM. FL 32771 Phmo,. 4 7-*332M f x 407333-VO Wbb: W W W.CaMRCOM Project• • For. MSWEST, Lot63Mode11367 444cJrep, rt—. 32? 7 Cooling Equipment Design Conditions Outdoor design DB: 92.4°F Sensible gain: 20917 Btuh Outdoor design WB: 76.3°F Latent gain: 3849 Btuh 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 ASH Manufacturer. Carrier Actual airflow, 1000 cfm Sensible capacity. 23084 Btuh Latent capacity. 5252 Btuh Total capacity, 28337 Btuh Design Conditions Outdoor design DB: 41.9°F Indoor design DB: 70.0°F Model: 25H BC530A"30t FX4D N(B, F)031 110% of load 136% of load 114% of load SHR: 81% Heat loss: 17072 Btuh Manufacturers Perfornance 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 Supplemental heat required: 0 Btuh 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. Entering coil DB: 77.8°F Entering coil WB: 63.VF Entering coil DB: 69.1°F Capacity balance: 36 °F Economic balance: -99 °F 71Wr'gltSOti Riph SuftO Uni.— 201212.1.00 RSt=057 2013Sep-19 0910:19 Pepe 1 E.1R*WVGVW-STUo63MOde113571AMWA"i357.iup Oft -MA Fbuwbcw E vj- - htsotte Comp onent Constructions Job: LOt83Mode11367 Date: September 19, 2013 Entire House By: RN DEL AIR HTGr A/C & REFRIG. INC 531 CODM O WAY. SAPFORD. FL =71 Phone: 407.3332065 Fax 407-433-AM Web: W W W.DELAPtODM For. MSWEST, Lat63Mode11357 Location: Indoor: Heating Cooling Orlando Intl AP, FL, US Indoor temperature (T) 70 75 Elevation: 105 ft Design TD (T) 28 17 Latitude: 28ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (ydlb) 1.3 46.6 Dry bulb (eF) 42 92 Infiltration: Daily range (°F) - 17 ( M) Method Simplified Wet bulb (T) - 76 Construction quality Average Wind spew imph) 15.0 7.5 Firepiaces 0 Construction descriptions or Area U-value Insul R Ntg NTM Loss Clg HTM n r BUW--'F w'FAIM auMP sh1h OWN owh Walls 13A-10ocs: Bgc wal. dumo 94 r-10 e)d bd Ins. 8' thk 1/2' gypsum n 366 0.077 10.0 2.16 792 1.28 469 board i t fish no 31 0.077 10.0 2.16 67 1.28 40 e 97 0.077 10.0 2.16 209 1.28 124 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 56 128 33 al 997 0.077 10.0 2.16 2157 1.28 1278 Partitions 128-0sw: Frm wag, r-11 nv, ins,1/2' gypsum board int fish, rW wood frm Windows 2A-2*m 2 glazing, dr low-9 outr, sir gas, mil no brk lam mat, dr innr, n 1/4' gap.1/8'thk NFRC rated (SHGC-0.33); 1.4 It overhang (325 ft widow ht, 0.7 ft sop.) 2Ar2om: 2 glazing, dr bw-e oulr, ai gas, and no brk frm mat, dr innr, n 1/4' gap.1/8'thk, NFRC rated (SHGC=0.33); 1.4R overhang (525 ft 5 window ht, 0.67 R sop.) w al 2B-2fm: 2 glazing, dr low-9 outr, str gas, mil no brkirm mat, dr i nr,1/4' e gap. 1/8'thk NFRC rated (SHG;C-0.33); 1.4 ft overhang (1 ft window ht, 2.3 ft sop.) 28-2fm; 2 glazing, cir kwre outr, air gas, and no brk frm mat, dr trmr,1/4' s gap,1/8' thk NFRC rated (SHGiCW.33);1.4 ft overhang (1 ft window ht, 1 ft sop.) 2A.2omd: 2 glazing, cir low-9 outr, sk gas, and no brk frm mat, c r innr, w 1/4' gap.110' thk 1.4 ft overhang (6.7 ft window ht, 0.5 ft sop.) Doors 11 DO: 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 40 0.840 0 no 20 0.390 0 14.6 46 16.0 51 23.6 949 68.7 2761 11.0 220 11.9 239 Pap w ft RigKSub6 Lk&o ml 2012l2.1.OS RS1080B7 2013Ssp1e 08 o1 ' ys I E en357 dB3MoMl357.rp Cak=MJS Wusedoas E Ceilings 168.30ad: Attic ce0ng, asphalt shhgles roof mat, r-30 coil ins, Ur 1357 0.032 30.0 0.80 1221 1.73 gypsum board M fnsh Floors 22A,cpt Bg floor, fight dry sob, on grade depth, carpet fib fnsh 146 O.Sw 0 27.8 4046 2343 w ts0ft RlentSub*lanhera12p1212.1.OB RSUDW7 2013SsP/8O9: 10.19 1 ' w 2 EWbsWiSVVESTtA63AbdeHJSTLo=Nb N1357nry Gk=NUB lbssbuces E P 2 wnghtr,,Ofte Project Summary Entire House DEL AIR HTG, A/C & REFRIG. INC 531 COM00 WAY. SA FORD. FL 37771 Phone: 407-3337085 Fax 407333. M Yatr. W W W.OELAIROOM For. MSWEST, Lot63Mode11357 Notes: Weather. Orlando Intl AP, FL, US Winter Design Conditions Outside db Inside db Design TD Heating Summary Job: Lots3ModeI1357 Date: September 19, 2013 By. RH Summer Design Conditions 42 OF Outside db 70 OF Inside db 28 OF Design TD Daily range Relative humidity Moisture difference Structure 13506 Btuh Ducts 3566 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Stuh Piping 0 Btuh Equipment load 17072 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Coollng Area (ft= 1357 1357 Volume (ft3) 10859 10859 Air changes/hour 0.45 0.23 EquM OF (cfm) 81 42 Heating Equipment Summary Make Carrier Trade COMFORT 13 PURON HP Model 25HBC53OA-30 AH R 1 ref 3645739 Efficiency 8.7 HSPF Heating input Heating output 28200 Btuh @ 47°F Temperature rise 26 OF Actual air flow 1000 cfm Air flow factor 0.059 cfnVBtuh Static pressure 0.40 in H2O Space thermostat 92 OF 75 OF 17 OF M 50 % 47 gr/lb Sensible Cooling Equipment Load Sizing Structure 14781 Btuh Ducts 6136 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier Equipment load 1.00 20917 Btuhsensible Latent Cooling Equipment Load Sizing Structure 2514 Btuh Ducts 1335 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 3849 Btuh Equipment total load 24766 Btuh Req. total capacity at 0.75 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade COMFORT 13 PURON HP Cond 25HBC530A"30 Coil FX4DN(B,F)D31 AHRI ref 3MU39 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 216M Btuh Latent cooling 7200 Btuh Total cooling 28800 Btuh Actual air flow 1000 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0.40 in H2O Load sensible heat ratio 0.84 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wirightLsoR RgM Sum Uni o1201212.t 0e RS1A8057 2013•Sep-19091019 Pape 1 E..%gbsWSWESrLoS3ModeN357'LoW3Mode11357.rup Gk=MIB Housebow E vrAr-ightwft Right-J® Worksheet Entire House DEL AIR HTGr A/C & REFRIG. INC 531 CWSCO WAY, SArFORD. FL 32771 Phone: 407-9332W5 F®c 4M-=3853 Web: W W W.WA ROOM Job: WG=odef1367 Date: September 19, 2013 By: fw 1 Ram rWne Efte Eloise 91m 3 2 Exposed wag 145.6 ft 120 ft 3 Roan heigh 8.0 ft d 0 ft hwYcool 4 Roan dmersbns 1.0 x 127-0 ft 5 Room acre 1357.3 W 1220 W Ty M Load nsnber 6hfllf0-*n Et rAl or perimeter (ft) El orpervrreter (ft) PW Heat Cod loss WM Hed Cod Cross WR'S Heat God 6 t 13A,10ocs 0.077 n 216 1.28 420 366 792 469 0 0 0 0 2A-2om 052D n 14.61 15.95 5 0 79 86 0 0 0 0Za2A-2om 0.52D n 1461 15.95 49 0 710 775 0 0 0 0 13A.10oos 0.077 no 216 1.20 51 31 67 4D 0 0 0 0 1 t 11m 0.390 re 10.96 11.88 20 20 22D 239 0 0 0 0 YV 13A.10ws 0 077 a 216 1.28 100 97 209 124 0 0 0 0 C 2821m 0.520 a 1461 40 75 3 0 49 136 0 0 0 0 w 13A.IOWS 0.077 ee 216 1.28 26 25 55 33 0 0 0 0 1p1 13A- D= 0077 s 216 1.28 29D 26D 563 334 96 79 172 102 2/42an 0 52D s 1461 1595 17 17 243 255 17 17 243 265 t CG 2B-3m 0.520 s 1461 15.95 3 3 46 51 0 0 0 0 13A.10a s 0.077 w 216 1.26 264 191 414 245 0 0 0 0 2A-2om 0.520 w 1461 36.41 32 3 473 1243 0 0 0 0 2A,2omd 0 84D w 23.60 68.68 40 4 949 2761 0 0 0 0 w 13A,10ocs 0.077 r1w 216 1.28 26 26 56 33 0 0 0 0 P 12806v 0.097 273 1.71 296 296 807 5D7 68 68 185 116 C 16L330ed 0 032 0.90 1.73 1357 1357 1221 2343 122 122 110 211 F 22A.cp1 o.989 27.79 0.OD 1357 146 045 0 122 12 333 0 6 c) AM excumm 1723 17 ErwOope bes/On 10999 114D7 100 6" 12 a) Mtration 2508 794 206 65 b) Roan vertilaiion 0 0 0 0 13 b ten Orr., Ooc *Wh @ 230 6 1380 0 0 Apytiarxceslxiher 1200 0 Slbtotel (Ibm 6 to 13) 135D6 14781 1250 742 Less exterral bed 0 0 0 0 Less baWer 0 0 0 0 RedslnWion 0 0 0 0 14 SMdal 13505 14781 1250 742 15 DW bads 26% 42% 3566 6136 25% 42% 33D 308 Tate) room bad 170M 1579 1050 Air mcpLired (cfm) low 7 10DD 93 50 Calculations approved bvACCA to meet all reauirements of Manual J 8th Ed. vlrris0 t54o f! 01019 RiphfSuftO Unimml201212.100 RSLESW 2013Sep 190Page I E.'AbsN1SNES71Lo63NbdeH357ta1B3Nbds11357.rup C>llc=MlO FbusefaoeS E wlcightsoR Right-J® Worksheet Entire House DELAIR HTG, A/C & REFRIG. INC 531 CODMOO WAY. SANFORD. FL 37771 Phone: 407-333.2005 Fex 407.=-% 3 Web- W W W.DELAIROOM Job: Lot63Mode11357 Date: September 19, 2013 sr RH 1 Room morns a tm 1 Bohn 2 2 Exposed wall 104 ft 254 R 3 Room heigt 8.0 ft hmVcod 8.0 R heaUeod 4 Room dinmm ms 1.0 x 127.5 fl 1.0 x 129.5 ft 5 Room area 127.5 R' 129.5 ft' Ty Corstnxtion U-mWe Cr NTM Area (W) Load Area (" Load nt nber BIUWF-IF) Bh1v113) or perimeter (R) Pao or pe*Imder (N) PLO Heel Cool Gm N'"s Heel Cool Gms WRVS Heat Cod 6 1y 13A410ocs 0.077 n 216 1.28 0 0 0 0 0 0 0 0 2r42" 0.52D n 1461 15.95 0 0 0 0 0 0 0 0 2A-2om 0.520 n 14.61 15.95 0 0 0 0 0 0 0 0 y/ 13A•10ocs 0.077 re 216 1.28 0 0 0 0 0 0 0 0 11 l_ D 11D0 0.390 re IQ96 11.68 0 0 0 0 0 0 0 ql 13A-10oca 0.077 a 216 1.28 0 o 0 0 0 0 0 0 l- 28am 0.520 a 1461 40.75 0 0 0 0 0 0 0 0 W 13A.10me Q077 as 216 1.28 0 0 0 0 0 0 0 0 Val G 13410oes 0.077 s 216 1.28 0 0 0 0 12D 120 154 2A-2om Q520 s 1461 1595 0 0 0 0 0 0 0 0f- 7B21m 0.520 s 1461 15.95 0 0 0 0 0 0 0 0 1p G 13A-10ocs Q077 w 216 1.28 84 68 147 87 84 68 147 87 2A-2Dm 052D w 1461 38.41 16 2 237 022 16 2 Z37 622t24.2orrd Q840 w 23.60 68.68 0 0 0 0 0 0 0 0 W 13A,10oc6 Q077 mN 216 1.28 0 0 0 0 0 0 0 0 P 1284sw 0097 273 1.71 0 0 0 0 0 0 0 0 C 168.'10ad 0.032 ago 1.73 126 128 5 220 13D 130 116 224 F 224 pl 0.989 27.79 0.00 126 10 289 0 130 25 706 0 6 c) A® excursion 283 278 Erndope bWgain 787 1212 1466 1354 12 a) Hiltrdim 181 57 439 139 b) Room vetilgion 0 0 0 0 13 irterrel g3Irs: rts 230 0 0 0 0 AADI r other 0 0 SLUoW (fires 6 to 13) 968 1269 1904 1503 Less external bed 0 0 0 0 LouOmWer 0 0 0 0 Redistrb.11on 0 0 0 0 14 SLUdd 968 1269 1904 1503 15 Duct loads 26% 42% 256 527 26% 42% 503 624 Trial room bad 1224 1796 2407 2W Air mcMred (ofm) 72 86 141 102 Calculations aamroved bvACCA to meet all reauirements of Manual J 8th Ed. wrwaFstscwR 2013Sep 19 091019 RghtS uUnkwml 201212.1.Oe RSUDW57 Page 2 E1FbsWlS1 VESIXcM3ModeII35TI tB3Wo e11357.rup Calm mWO Fbuee boea E 2 wdeghtsoft Right -AD Worksheet Entire House DELAIR HTGr A/C & REFRIG. INC 531 OODISOO WAY, SAW-ORD, FL 32771 Phone: 407383.2685 Rx W733SJa53 W W W W W.OEWRCOM Job: Lot63Model1W Dale: September 19, 2013 By: RH 1 Row rrafne ft Adasfer bdm 2 Exposed wag 92 R 10.0 ft 3 Room heigPt 8.0 11 hewcool 0 R hwvcod 4 Room dimersiors 1.0 x 60 4 ft 1.0 x 149 O ft 5 Room area 60.4 Its 149.0 ft' Ty CouLructxn orre M orperb, Wed amber BtuhlR 0403) orped"Aer (B) er (11) Had Cod doss WM Heat Cod Gross NfRS Heat Cod 6 13A,10om 0.077 n 216 1.28 0 0 0 0 80 64 130 82 2A- 2om 0.5m n 14.61 15.95 0 0 0 0 0 0 0 0 2A- 2om 052D n 1461 15.95 0 0 0 0 16 0 237 258 W 13A 10oca 0.077 re 216 1.28 0 0 0 0 0 0 0 11 L—D 11D0 0.390 re 1096 11.88 0 0 0 0 0 0 0 0 13410ocs 0.077 a 216 1.28 0 0 0 0 0 0 0 0 2B. 2fm 0.520 a 1461 4D.75 0 0 0 0 0 0 0 0 W 13A•10ocs 0.077 se 216 1.28 0 0 0 0 0 0 0 0 Vy 13A-10ocs 0077 s 216 1.2B 48 45 97 57 0 0 0 0 I--- C3 2A-2om 0.520 a 14 61 15.96 0 0 0 0 0 0 0 0 C 2%2Jm 0 57D s 1461 1595 3 3 46 51 0 0 0 0 1 13410ocs 0.077 w 216 128 0 0 0 0 0 0 0 0 C' 2A•2om 0520 w 1461 38.41 0 0 0 0 0 0 0 Lei 2A•2omd 0.840 w 2a60 6868 0 0 0 0 0 0 0 0 W 13A,10ocs 0.077 rw 216 1.28 26 26 56 33 0 0 0 0 P 12B4)sw 0097 273 1.71 0 0 0 0 112 112 305 192 C 1683M 0.032 0.90 1,73 60 60 54 104 149 149 134 257 F 22Aco 0.9w 27.79 0.00 60 9 255 0 140 10 2M 0 61 c) AED exausian 1 7 1 25 Erwelope bsalgin 50B 236 1092 764 12 a) tfiltratlon 150 50 172 54 b) Roan vertilation 0 0 0 0 13 bto, gains: O=parts a 23D 0 0 1 230 A pdancealdher 0 0 SLUM Ohm 6 to 13) 666 208 1264 1049 Less odemal bad 0 0 0 0 LESS transfer 0 0 0 0 Redlstrbdial 0 0 0 0 14 SLUotal 666 288 1264 1049 15 Duct loads 26% 42% 176 120 26% 42% 334 435 Total morn bad Be' 1597 JAM Air required (cfm) 49 20 94 71 Calculations aDaroved byACCA to meet all requirements of Manual J 8th_Ed wnglxL" oft 2019 Sep19 09: RVKSubO Uni w=l 201212.1.00 PSUDS057 age 3 E1RbaMWES XzS3ModM1357UtB3Nbde11357 my Cok= MIB HDm goes E wr,-tightsoft Right-J® Worksheet Entire House DEL AIR HTG, A/C & REFRIG. INC 531 CODISCO WAY, SANFORD. FL 32771 Phone: 407333 MS Fax 407333-WW Web. WWW.OE]AIROOM Job: Lott33Mode11357 Date: September 19, 2013 By: RH 1 Room rwne Kkf at Livfty 2 Exposed wall 320 ft 241 ft 3 Room t>e#t so ft heall od 8.0 ft hwVcool 4 Room dlmensras 120 x 2D.0 ft 1.0 x 4245 ft 5 Room area 24D.0 W 424 5 ft' Ty Ccrsbuction U-vak a Or HTM Wee (111 Load Nee (111) Load nrsnber BhMN-IF) MW111 or perlmder (11) Btih) or peroneler (n) Shh) Heal Cool G. W W5 Heed Cod Gws W WS Heat Ood 6 13A-10oc9 0077 n 216 1.28 16D 160 346 205 104 72 155 92 2A-2om 0.5m n 1461 15.95 0 0 0 0 0 0 0 0 2A-2tm 052D n 1461 1595 0 0 0 0 32 0 473 516 Vy 13A•10ocs 0.077 re 216 1.26 0 0 0 0 51 31 67 40 1 t L_.p 11D0 Q39D re 10.96 11.88 0 0 0 0 20 20 22D 239 Yy 13410oos 0.077 a 216 1.28 0 0 0 0 12 1226 15 L---G 2821m 0.520 a 1461 4075 0 0 0 0 0 0 0 0 W 13A,10oes 0.077 as 216 1.28 0 0 0 0 26 26 55 33 13A,10ws 0077 a 216 1.28 0 0 0 0 0 0 0 0 2A-2om 0 52D c 1461 15.95 0 0 0 0 0 0 0 0 GG 2B2fm 0.52D c 1461 1595 0 0 0 0 0 0 0 0 Vpl 13A•10oce 0077 w 216 1.28 96 56 121 72 0 0 0 0 I-- 2A-2om Q57D w 1461 380 0 0 0 0 0 0 0 0t2 ,2ond 0.84D w 23.60 68.68 4D 4 94D 2761 0 0 0 0 W 13410ocs 0.077 rw 216 1.25 0 0 0 0 0 0 0 0 P 12B4)sw Q097 273 1.71 0 0 0 0 56 56 153 96 C 16B30ad Q032 090 1.73 240 240 216 414 424 424 382 733 F 22Aco 0999 27.79 O.OD 240 32 8e9 0 424 24 669 0 61 c) A® excursion 1 135 1 5 Swelope bWpdn Ml 947 2201 1699 12 a) klitration 560 174 415 131 b) Room vertilation 0 0 0 0 13 Irterrel gains: Ocor{rarts a 230 1 230 4 92D Appurewother 12D0 0 Sbtotd (Ives 6 to 13) 1 3071 6351 25151 2750 Less ede al load 0 0 0 0 Less transfer 0 0 0 0 RedstrbAion 0 0 0 0 14 Sbtatal 3071 6351 2815 27M 15 D zt loads 26% 42% 811 2637 26% 42% 690 1142 Total room bad 36M OW 1 M06 3892 Air reWred (cfm) 227 430 1 194 186 Calculations awmved by ACCA to meet all requirements of Manual J Sth Ed we eJOs1LsOR Right-SubO Unire 1201212.1.0a RS1A8057 2013 SsfY190Page 4 e4 Pap E1RIssMWESi1LoO3hbden357toMMode11357.rup a1c-MA Fbuwboss E wrightsoft Right!® Worksheet Entire House DELAIR HTGr A/C & REFRIG. INC 531 O001SCO WAY, SANFORD. FL 32771 Plane: 407333.2605 Fox 4073333653 Web: WW WMA RCOM Job: Lot63Modet1357 Date: September 19, 2013 By- RH f Rbomrww Kft W."t 2 Btposedwag 150 ft 7.5 ft 3 Room heipl 8.0 a heWood 8.0 f heal/cool 4 Roan dmerebre 1.0 x 73.8 tt 1.0 x 30.8 R 5 Roan area 73.8 W 30 8 fta Ty Comtnurtion U-value Cr HTM Area (fM Load Area (ft') Load number EIUW-°F) ehAAI or perimeter (R) elrh) or veN er (tt) elr+V Heap Cool doss Wows Heat Cool Gms N/Ff3 Heat Cod 6 W 131410ocs 0.077 n 216 1.28 76 71 153 90 0 0 0 0 It--GG Mom 0.52D n 14.61 1595 5 0 79 86 0 0 0 0 2A-2om 0.520 n 1461 15.95 0 0 0 0 0 0 0 0 l 13A•t0ocs 0077 re 216 1.26 0 0 0 0 0 0 0 11 o 1100 0.390 re 10.90 11.88 0 0 0 0 0 0 0 0 t13A.10ocs 0.077 a 216 1.28 44 41 a8 52 44 44 95 56 G 2B-Zm 0.520 a 1461 4D 75 3 0 49 136 0 0 0 0 W 13A-10ws 0.077 se 216 1.28 0 0 0 0 0 0 0 0 13A-10ocs 0.O77 s 216 1.20 0 0 0 0 16 16 35 21 2A,2pm 0.52D s 1461 15.95 0 0 0 0 0 0 0 0 783rn 0 52D s 1461 15 95 0 0 0 0 0 0 0 0 13A•t0oos 0.077 w 216 1.28 0 0 0 0 0 0 0 0 yct 2A.2om 0.52D w 1461 3841 0 0 0 0 0 0 0 0 2A-2ortd 0.84D w 2360 6968 0 0 0 0 0 0 0 0 W 13A-10oce 0.077 rw 216 1.28 0 0 0 0 0 0 0 0 P 128Osw 0.097 273 1.71 28 28 76 48 32 32 87 55 C 1683o3d 0 032 0 90 173 74 74 66 127 31 31 28 53 F 22A q)l 0.989 27.79 0.00 74 15 417 0 31 a 206 0 61 c) AED ®tension 1 1 5 Bw dope bsa/galn 926 526 453 160 12 a) "Itration 258 821129 41 b) Roan vertrlatan 0 0 0 0 13 Harrel gains: 0=43ortos a 23D 0 0 0 0 ApyYanceWOOW 0 0 Stbtotal (fees 6 to 13) lies 607 582 22D Lass ademal load 0 0 0 0 Lass bee er 0 0 0 0 Redstnbt lion 0 0 0 0 14 Subtotal 1186 607 582 220 15 DLd loads 1 28% 42% 313 252 26% 42% 154 92 Total roan bad I 1499 1 736 312 Air mgjfed (cfm) I Be Tit 1 43 15 Calculations aDDroved bvACCA to meet all reauirements of Manual J 8th Ed. P 0.19wrfighlCsoft fthf,, uiet Universal 201212.1.06 RS1A8067 2013 Sep19 oage 5eyes E.1FibsMS1NESMW3NbdeM35TCo$3Nb6e1/357.nry do -NUS Houmboes E Duct System Summary Job: LoMMode11357 wrightsoft- Y rY Date: September 18, ZM Entire House Dr. RH DEL AIR HTG, A/C & REFRIG. INC 531 OOD SCO WAY, SANFORD, FL 32771 Phone:4073332W5 Fa c 407333-AM Web: W W WMEWRCOM Project Mformation For. MSWEST, Lo163Model1357 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 ft 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 Supply Branch Detail Table I Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diem in) H x W in) Duct Matt Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bdmi1 c 1796 72 86 0.394 6.0 Ox0 VIFx 16.3 70.0 edrm2 I h 2407 1411 102 0.4301 7.0 Ox 0 VIFx 9.1 70.0 Bdrm3 h 1579 93 50 0.312 6.0 Ox 0 VIFx 24.1 85.0 st1 ern h 842 49 20 0.447 4.0 Ox 0 VIFx 6.0 70.0 ViWARA a 4494 114 216 0.3% 9.0 Ox0 VtFx 22.9 70.0 Ki doo-A c 4494 114 215 0.378 8.0 Ox 0 VIFx 20.1 70.0 Wnp h 1653 97 93 0.296 6.0 Ox0 VIFx 29.7 85.0 st1 Wn" h 1653 97 93 0.318 6.0 Ox0 VIFx 21.8 85.0 st1 M.e h h 1499 88 41 0.244 6.0 Ox 0 VIFx 39.2 100.0 st2 M WIC h 736 43 15 0.241 4.0 Ox 0 VIFx 41.0 100.0 st2 M=W berm h 1597 94 71 0.264 6.0 Ox 0 VIFx 28.7 100.0 st2 Supply Trunk Detail Table I Trunk Htg Clg Design Veloc Diem H x W Duct Name Type cfm) cfm) FIR 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 VinlFlx st1 2o13.Sep19091020 Wrightr-OR Riph S bO Uri w.1201212.1.0E RSLOS057 Pape 1 E1FbsVASWESTU.ae3Nbder13SMctB3Mo"i357.n+p Cak=NUB Fbunbcos E Name Grill Size (in) Htg cfm) Clg cfm) TEL M Design FR Vela fpm) Diem in) H x W in) Stud/Joist Opening (in) Dud Matl Trunk W Ox 0 1000 1000 0 0 0 0 Ox 0 VIFx 1020 Wrk t SOi F4htS bV Ur re 1201z lz.1.06 RMMW7 2011Sbp to 09 veoeage fi2 zE1Fi eM35TLo18; W=WI357.rup Cek= NUB Hmm Ucet E m 3tN e S A 0 A 9 3 3t 3 p n AZ A 3n N O A zn.+w a 10 XOGjto N O 0 te, Cl s eIn, 3 to S A ^ M N V V--ro6 - lot r e. Qr s .... u loo o m 64 p --- •f 7C X gn CD o x x ! ror o OOOn 3 p r uOn QQ pVIAP , Pia m ; s 0 • n O . b y ox a iaz n a p4. I x _ P 6 O oX t XZ n x. aL 0 jeO NW Q Q T 3 o L w OVAL IV /1 h . mnw., t_ w P ,O p ^ 3 e p A < 3 ' 03 A C 0 BUILDER: M S W E S T REVISIONS Vel Air PLAN : MODEL 1357 DATE BY Naom, Air Gondmomm & Wrgeraum,hx. LOT LOT 62 109 wt SUBDIVISION DATE: September 18, 2013 Lake Mary FI.32746 6206 DRAWN BY: RH Phone:40'1-8M-2665 ' Fa u 401-M-M53 ' ALWAYS SET TRUSSES PER LAYOUT AND ENGINEERING THAT ACCOMPANY THE TRUSSES AT DELIVERY LOADING CRITERIA Refer to truss engineering to veriFy all girder ply quantities and required nailing/ bolting pattern. PERMIT # J1- ,23 4 2- 39' HANGER SCHEDULE J L - SIMP60N HU52(o 3 NEEDED) J L - SIMPSON HGU52ro-2 I NEEDED) BEARING HEIGHTS V-0' HEIGHT S'-0' HEIGHT VERIFY ALL DIMENSIONS, WALL HEIGHTS, BEARING CONDITIONS, NOTES, ROOF AND CEILING CONDITIONS PRIOR TO CONSTRUCTION. N L THIS LAYOUT SUPERCEDES ANY PREVIOUSLY RELEASED TRUSS LAYOUTS FOR THIS PROJECT. RE L- 5-5-13) FREVISON: 1 TOP CLOD D_aO LOAD 5O IT O i C ;O 0 L Il/= LOAD C-6 . 301 IOiII GLOB D.AL LOrA,O TOTAL LOAD ACTOR- IUIND ST ,NDARD w; 10 ao" Irph vlr__—D = 3t; IL DiRG = NOTE 18 THE RESP"IDILITT OP THE BIILDR.Ica DEN& R OR 1041TECT TO PROVIDE AN APPROPRIATE CQNECnON FOR TRWW SUPPORTM STRICT ;E PER REACTI" SHOM CH TFUGG GMEERING. SPECIAL CCNSIDE7ATIONB FOR MECHANICAL EOWFM ID/ CR PLLPOM (AND THEIR CCNNECTI") IN TRISS SPACE ST BE DIAGRAMMED BY BUILDER CN APPROVED TRW LAYOUT THIS COMPANY IS A TRJSB MANIFACTUREIR &HOW RESPCN& s LITIE0 ARE LNITED TO THOSE DESCRIBED M WTCA 1- ISSD'DESW4 R bPOWIDq.TTIEB'. ACCORD Y. IT DISCLAIMS ANY R:SPGT181DILTf1E8 dNDAOR L1491LTIY POR TFE CGNB:RIC:ION DE84K DRAOJNG9 DOCIJ• B4TS MCLUDMG TFE MSTALLAnCN AND BRACING OF TRJBBEB MAMFACTURED BY THIS CO MANY. 2A4 TYPICAL TRUSS END WARNING 3471014E PRAMM3 ERECTION AN NOR PERMANENT DRACMG I E RESPONSIBILITY OF THE TRISS DES1401M PLATE ACIIgER OR TRA88 MAN,FAGNRER MR&" ERECTMG 6 APE mo nckm TO WIIX PROFESSIONAL ADVICE CM ELECTION DRACM6 t"04 18 ALWAYS REOII.RED To NT TOPPLMG AND DCMOMG DURMG ER=_CTICNi AND VENT DRACMG ORUGH MAT BE PUMPED M SMC-RC A. TION& SEE V.U=6 TO GOOD PMA=CE FOR 14ANDLM4 LMG. RiSTRAINMG 4 BRA -MG OF METI1 PLATE =NeCTED TR148ES REC4217ENDATOW 2O¢ 16) FOR RIRT1 ER Ri0R'IAn01 S SHALL Be IIISTALLED M A STRAIGHT AND P'LL"15 OK UeRE NO 56E.4THM6 U APPLIED DIRECTLT TO TOP E CAR. DURING ERECTICN TO PREVENT DAMAGE OR HAIRY. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS. PITCHES. OVERHANGS. ELEVATIONS. do BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. THE TRUSSES WILL BE BUILT IN ACCORDANCE WITH THIS LAYOUT' APPROVED BY: DATE: SCOTT WEST 10DEL 1351 SEMINOLE CO. PERMIT # OFFICE Truss Fabricator: Job Identification - Truss Count: Model Code: Truss Criteria: Engineering Sofhvare: Structural Engineer of Record: i Address - Minimum Design Loads: I ITW Building Components Group, Inc. 2400 Lake Orange Drive suite 150 Orlando FL 32837 Florida Engineering Certificate of Authorization Number: 0 278 Florida Ccrtificale of Product Approval N FL1999 Page 1 of I Document 1 D:1 UZF408-Z 110616 1010 _- Accu-Span Truss Company 61234MODEL 1357 -SCOTT WEST -- 6X GARDENIA (6123-/YODEL 25 Florida Building Code 2010 FBC2010Res/TPI-2007(STD) Alpine Softzare,Version 13.01. The identity of the structural FOR did not exist as of the seal date per section 61015-31.003(5a) of the FAC Roof - 37.0 PSF 0 1.25 Duration Floor - N/A Wind - 139 MPH ASCE 7-10 -Closed Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must match the date shown on the individual truss component drawing. 3. As shown on attached drawings; the drawing number is preceded by: HCUSR408 Details: 14015EC1-OBLLETIN-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 5 36642--D1 13249275 09/06/13 6 36643--D3 13249285 09/06/13 7 36644--C3B 13249268 09/06/13 8 36645--C3A 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--02 13249267 09/06/13 13 36650-41 13249276 09/06/13 14 36651--EJ8 13249281 09/06/13 15 36652--EJ7 13249273 09/06/13 16 36653--HJ8 13249264 09/06/13 17 36654--HJ7 13249274 09/06/13 18 36655--CJ6 13249283 09/06/13 19 36656--CJ5 13249270 09/06/13 20 36657--CJ4 13249284 09/06/13 21 36656--CJ3 13249271 09/06/13 22 36659--EJ3 13249263 09/06/13 23 36660-4J3 13249265 09/06/13 24 36661--CJ1 13249286 09/06/13 25 36662--CJ2 13249282 09/06/13 yP GENscr J • ( No. 7.08 1 V OTS IQ' ` O• E sslONAI EN . William H. Krick Tniss Design Engineer- 1950 Marley Drive Haines City, 17L 33844 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. b7L3-/1WUU[L 13bi -bLUll Wtbl -- bJ UAHULNIA - Al ) Top chord 2x4 SP_02_Densc_13B Sot chord 2x4 SP_#I Dense_13B :82. B3 2x4 SP_82_Dense_13B: Webs 2x4 SP_N3_13B Lt Wedge 2x4 SP_N3_138::Rt Wedge 2x4 SP_83_13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Special loads Lumber Dur Fac.-1.25 / Plate Our.Fac.-1.25) TC- From 56 plf at -1 00 to 56 pif at 7.03 TC- From 28 plf at 7.03 to 28 pif at 16.50 TC- From 28 P:f at 16.50 to 28 plf at 25 97 TC- From 56 P f at 25.97 to 56 plf at 34.00 BC- From 4 pif at -1.00 to 4 plf at 0.00 BC- From 21 plf at 0 00 to 21 pif at 7.00 BC- From 10 pif at 7.00 to 10 plf at 26.00 BC- From 21 pif at 26.00 to 21 plf at 33.00 SC- From 4 plf at 33.00 to 4 pif 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 SC- 130.46 lb Conc Load at 9.06.11.06.13.06,15.06 16.50.17.94,19.94,21.94,23.94 ADJACENT ROOF PLANE 4X6(F1) 3X8 1 I_ 16-6-0 1 7-0-0 1 R=3205 U=443 W=8" (8" min.) 5X6= cvC 5X6-- 33-0-0 Over 2 Supports 3 COMPLETE TRUSSES REQUIRED Nall Schedule:0.128"x3", min. nails Top Chord. 1 Row •12.00" o.c. Bot Chord. 1 Row 012.00" o.c Webs : 1 Row • 4" o.c. Repeat nailing as each layer .s 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 GCpi(-/-)-0.18 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 B" max rake overhang. See DINGS A1401SENC100212 S 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 111 W3X8 3.44 L 1.25 161 W3X4 1.75 R 1 25 451 W3X4 2.25 R 1.25 501 W3X8 3.44 R 1.25 8-0-0 4X6(F1) 3X8 ni 1 16-6-0 7-0-0 all R=3205 U=443 11=8" (8" min.) Note: All Plates Are 2X4 Except As Shown. ""*t H. Design Cr i t : FBC201 ORes/TP I -2007 (STD) PLT TYP. Wave FT/RT=20%(0%)/10(0) rQ6Q/ TY:1 FL/-/6/-/-/R/- Scale=.1875"/Ft. IBIS"THIS HEAD AND rOLLa ALL xDTEs aH THIS SITALL 's. TC LL 20 . 0 PSF REF R408 - - 36638IMPORTANT" PUxMISN THIS DC SIrN 70 ALL COM,SAC70S5 INCLUDING IMS7ALLCSS p r..x r•quere e.tre.0 e•r• .n f••r.ut.np. n.ml.nR M.pp.1q. .M[..I.p •nOblr.e.np f•r p BOB— t m.t.m .f •Csl (S...d1np COR-.ent S.f.ty Inr.r»u». by T I .,DAi »r.y "d ; to TC DL 7.0 PSF DATE 09/06/13 Pr•tt.c.• Prior to •.rf.r.,..p [ • f..let.m.. IMt.uor• •» 1 Pro to,,o..ry b s.n0 Iles,: 0. 708 1 Un.«.em.a,.n• . Mw properly .t .en•o st r.etur•. .m•[n.np •m m e 7N.I h.- eO Prep.r.y • •cold r.... a ...0. Lm•umet..w..,1., ,o,00-B, 1 .... r.... t f dA« _ BC DL 10.0 PSF DRW HCUSR408 13249280 w 1 .w br•e.np .M Isoo per SCSI •we $2. 67 .r SIO. •. •pp.¢»u. ALPINE • BTU 11B..16 n9 eeom•nt• Gro.p Inc rTTrSCG2 .n. ma m r«pm..b.. rer my m,, — rr tn.. =P,.pn BC LL 0.0 PSF HC-ENG WHK/WHK ny rb our. [. •ul» tM [ loll .. emre[Ynt.. tn'kN51/ttl 1 or for M.b.11.p, .n.pp.no. . •1 I`(' t t br•e.ny Or trot»f Applyrpl.t« le «tn r•t. Or It... pe.lt.m •• ..,cool •mw •nd m [ : SAT 0 : f D.t... •. ,.e„ mt» r..» •.f.f to r..,nR,',aw-2 r.r •t.ne..d plot. p.,.t.m, k . TOT . LD . 37 . 0 PSF SEON - 522205 1 Beildm Com onena 67.u.. d loop er towr Polio r*t:::. th.. dr...np,d.m,t.u.` atw[.ntne . earc.,ma wq.n•.r.1q "i D P .pm •.1.[y » ly :o d«.pn .mm for .m I. • I . `DUR. FAC. 1.25 FROM RF Orlando FL 32837 tM r.•pm.. IL y .r 1" w..e..[D...R..or per AMSI/TP. t Soe 2.y Pe to .oar»um ..e 11•. • ysrgr . ",H, ITr•SCO, w . •.t• to.: ,PI. .w.tp.M0.er S: rick w • m.n try.cv. .•• t1.••• FLCOA#0279 Ice: :--"«»r..rp . _ ar/Aluet FNG11' SPACING 24.0" JREF- 1UZF408_Z11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS t DIMENSIONS) SUBMITTED BY TRUSS NFR b113-/MUUEL 1357 -SGUTT WEST -- 63 GARDENIA - A2 ) Top chord 2x4 SP_g2_Dense_13B Bot chord 2x4 SP_M1 Dense_13B Webs 2x4 SP_g3_13B Lt Wedge 2x4 SP_#3_13B::Rt Wedge 2x4 SP_#3_13B: Lumber grades designated with "1311" 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= 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. B-0-0 3X10(F1) ' SS0712(SRS) = 3X10(F1) 1w- 1L&-p 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/-186x(u)nmwrruFr, r y i Design Cr i t : FBC201 ORes/TP I -2007 (STD) ,tla P1,.....;• • 1 ''., PLT TYP. 18 Gauge HS,Wave FT/RT=20%(O%)/10(0) dl a 'QIn yY:15 FL/-/6/-/-/R/- Scale=.1875"/Ft. WARNING•• READ AND FOLLON ALL N07ES ON THIS SHEET) • ' IMPORTANT"FURNISH THIS DES)(!! TO ALL CONTRACTORS INCLUDING INSTALLERS. 1 • ; TC LL 20.0 PSF REF R408 - - 36639 r1W 0L Nair•.• - S In f•e„<.t,nC Mro tS,rety 11-q, I-L.III- .ro .r.<InG r•r to ,n0 ; 7 wlt,— .r Re51 t•. e,n• C.LPonen s o<y 1nr..otl—. by TPI .,ae ntA) ..r.L• Da 708 1 TC DL 7.0 PSF DATE 09/06/13 Pr.eL < PrI« m P.r ro,.In. a-.N rl,-u—, In.u......IUII Pro.,— L•>oer•ry ..... 16 SCSIaa• w P,oP.r ly .L •en— I,CLI,r.I •—.tm- •ro -< wn — <. PrepNr Iy . noe ,`°,. :- Le<•t,enL`.n—n : P.,..n—L I•ter.I ,.. `s. . BC DL 10. 0 PSF DRW MCUSR408 13249262n.a.u— Pe, RCSI 'L•<u—. 02. u — R)D. ...PPLI..... • • ALPINEITV wlL,n. C•Ren•nt. G,e I—. IIT..) ,e. —a — ,..P—.,PI. re, .ny-,,,.a,— rr nI, .},,° S aT r BC LL 0.0 PSF HC-ENG WHK/WHK ny r•.I.r• ao mna t- .1.. In e—ro,N•.ee .,tn'ANSVT I 1, or ror —rounp. mIPP,n•. In a e,.L APPIyrP,.L.. to ..<n f.e..r a,....ro Pe,.a I— ., , .. .RevN .ro — a' t(V TOT . LD . 37.0 PSF QR.r•, ae r—,n,. IGOA4 f., . rose PI.<. °—It,—, A —" .. .• F SE N- 522213211dingComponentsGupne. er..I„° ., <•.»r -a• `M an,. • r..• In•.•, ro,e. •. a ,pL.n•.`o ser`n.,e I .o •• oP—•.Du ,ty a y rw -.,.n T- • y ro .. r I rer r • • P—.Ie,I,ty er a- w,IP,nR De..°—. -r ANSI/TPI I S—.2 F., _ In.n,•itl— ..y .<, •••... L :••• DUR. FAC. 1 .25 FROM RF Orlando FL 32837 " ` TV. KG- C r-:-"'«;.%:°:R °" ° <—' ' P'' _' `°'"""°' `TCA ...D.' `ry.`-° 4 S/0 uet_ EN a . SPACING 24.0" JREF- lUZF408_Z11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. b1ZJ-/IWUUtL 73,/ -JGUII Wtbl -- b3 1,AHU[NIA - A3 ) Top chord 2x4 SP_Y2_Dense_13B Bot chord 2x4 SP_b2_Dense_13B Webs 2x4 SP_#3_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 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. Gable end supports 8" max rake overhang. See DWGS A14015ENC100212 & GBLLETIN0212 for more requirements. Bottom chord checked for 10.00 psf non -concurrent live load. JT PLATE LATERAL CHORD No SIZE SHIFT 81TE 101 WSX8 S 1.25 5X6 = 481 W3X4 1.75 R 1.25 3X4 5X6 3X4, 5X8[101 16 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 lb Conc. Load at 3.03 TC- 64.22 lb Conc. Load at 5.06 BC- 122.34 lb Conc. Load at 3.03 BC- 51.31 lb Conc. Load at 5.06 Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 1.50. ADJACENT ROOF PLANE 5X6. 6 3.79 2-TO5X6 = 1 +8-0-0 3X4 (Al) = 3X4 = 3X8= 5X6 = 3X4 [48] = 3X4 (A1) 5X6 1 6-4-0 _:b I 26-8-0 1F4 P I le 16-6-0 16-6-0 7-0-0 6-4-0 4-8-0 _6_ 13-5-12 33-0-0 Over 3 Supports R=326 U=19 W=B" (8" min.) R=966 U=125 W=8" (8" min.) R=1758 U=216 W=8" (8" min.) Wnalm HhlNote: All Plates Are 2X4 Except As Shown. Design Cr i t : FBC201ORes/TP I -2007 (STD) ;•.•••••••.; 1/ ' y PLT TYP. Wave FT/RT=20%(0%)/10(0) ! Y:1 FL/-/6/-/-/R/- Scale=.1875"/Ft. WARNING READ AND FOLLO• ALL N07ES ON THIS SNFE71 • I1PORTA11" FURNISH THIS OCSIGII TO ALL CONTIUCTONS INCLUDING INS7ALLCNS. • e TC LL 20.0 PSF REF R408 - - 36640 7, u...+ r.p,r..r[re.. • e 'n Is. ....... p n.n-1,ny, .n,pp'rp. 'hou.... .ho ...R r t- a I.[.,[ .eI[.-h or SCSI (s'.,Ie,n• Co.Pehoh, S.r.ty Inror.ot,on, by 7PI ., ,rrCA, r..rK• 0. 7U8 1 C DL 7.0 PSF DATE 09/06/1 3 ALPINEITS 2uildinq components Gmup ne. Orlando FL, 32837 FL COA #0 278 t1h--- hoc -[hors'...MPrepo... .c Kurs n P,M... I. I .M..wP.• ..P.rep... ny . nKnq.. trIRs. L-11eK1- l- 1n1.. t.. ho.,, 1r1 -pr oPv. r.. n. ten. tp-r.ry b.e,ny P4 SCSI. • Mu howbr.elq LK.u•s P.r RCSI sects R] 87 .r 810. •. .PP u...... • w, Ie"p CooI:,- n.nc. Gre,.P I— (Imcc) .n.II n.t b- r.,P- .ibis 1.1 shy ..,,Lai.., fro_ 1. ny f•11-r• t- b-IIO tho .r In Cen!•runt- sit. ANwlp, 1, H I- ILho1'n•, .n'po.h•, 'n 1-IM .r trw Apply PLt.. to .Kn rK..r n-,..ha po.'tlae ., .ho.n .b.w .ho «, tho • Da.'I, -hI„ Ml[. e Kho.I••. N.f.r to r..'n„ ,•oA.: Lr , .ne.re pL[. p-,1[I-n, A .. N'n K tewr •. P 1' ,"S this-r..Irl•,el ho,-.t.. K-ePl.n[.`or pofe..'oho1 •,q lnwrin• • pv,,bl uty .eL1y r.r [ho oths shoos, iho m sb' I lty oho 'no or t . e..'Sh rot shy . r aho r••per,.'b. uq er <ho •N.Ie I,q Ds g,sor per ANSI/M 1 SK.i. F., Lr«rush s••. `7n1. tt.r «•o: In.• a ... Ia.KR - T I: .••.tP...t.-r•: •iCA .....bbl eN,[ry -e.. ,• rR 2 S t. P, Vv F is N•• w` SS ONA` •N r_ e oimm 1BCDL 10.0 PSF BC LL 0.0 PSF TOT . LD . 37 . 0 PSF DRW I+cusa40e 13249272 HC-ENG WHK/WHK SEQN- 522353 DUR . FAC . 1.25 FROM RF SPACING 24 .0" JREF- 1 UZF408 Z11 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 4 DIMENSIONS) SUBMITTED BY TRUSS MFR. 6123-/MODEL 1357 -SCOTT WEST -- 63 GARDENIA - D2 ) Top chord 2x4 SP_82_Dense_13B Bot chord 2x4 SP_d2_Dense_13B Webs 2x4 SP_#3_13B Rt Wedge 2x4 SP_g3_13B: 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 91 W3X4 2.50 R 1.25 4X6= 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 C&C 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(A9R) = 3X1O(F1) 3X8 /// W_ 8-0-0 13-4-0 13-4-0 13-5-12 IQ 1-6-4 4-8-0 7-0-0 26-8-0 Over 2 Supports R=1070 U=118 W=8" (8" min.) R=1075 U=119 W=8" (8" min.) RL=161 /-161 ..•eunuw.... Design Cr i t : FBC201 ORes/TP I - 2007 (STD) DPW...•••..• ki4 ''., PLT TYP. Wave FT/RT=20%(O%)/10(0) Y:3 FL/-/6/-/-/R/- Scale=.25"/Ft. IWARNING" READ AND FOLLOW ALL NOTES ON THIS SNEETI INPOIITANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. % TC ILL 20. 0 PSF REF R408 - - 36641 irin—• .r. «<r•NO e.,• In f.erlc.t. .— „u. n0 er M T t fe11w tN.'„< -It1— .f SCSI w.Iel • n I.np,—Ipp.nW. . ,•yR . • , Ifl, 708 11. 111- sr.<y Inr.,e,al—. by T.I yb-66 r(..ra TC DL 7.0 PSF DATE 09/06/13 pr•et,e« pr sr t• p•rfor.Inp a — rIH.cU—•. In,u n•r• • . prw.e. t.epor•ry a e.q SCSI. oa 1—. try erere „ v•' : p.,„n—tep.—, « properly .t •clre •truetur•. •n. .1 .0 ,M Nota egor. n•u n. . pr,., •tuelH.e Is.. a L-1—•`.....n for Ubn1 r • BC DL 10.0 PSF DRW HCUSR406 13249269 u «yo er-1.p .not...— per SCSI ,- SS. 87 or 810. « MI ....... 3 ALPINE IT. Su,.e. q Ce;o,r,.t• C e. I— (ITWUG) •.•.. n.t e...-p—..... rer «y.•tl— rr .. d $ BC LL 0.0 PSF HC-ENG WHK/WHK y nnur. to W,.e an. aru•• In .—,Drop — ANS.11 ,, ., r.,--..np.—.ppb'. ,n• 1•A S r•e lr.S of tru . Appry p..u• to uen r•C..f tr„, •ne p.•, .. — •—v. — — tM •. t. e,...nW, ,SOA.E rer . —•,e p.•t. pe..tl—, A y f• cA TOT. LD. 37.0 PSF SEQN- 522333 I Arildin Com onsnb Group ne. •.. ep e, a„ar•p.Rs I "":: tn.. e,•.=: s.. «. e`u `e oer„,.—.I—p,n—,. • 4 . o a v ,Ie..,ty'— y w,IW T . .. , r -.,, .n.tr iC '••.. DUR . FAC . 1.25 FROM RF ra•p.n,.e...tY .r tM Su.Ie „q De..S—r per ANSI/Tpl 1 S.c I e For — .nferut.— .— TN I• •NNH .• Orlando FL,32837 yrl.,•1 —<.. p.W.. IT•-SCG ,., .t.e 9R : T.. ... tp.„t oral. NTCA- ....•..,—..,try e> FLCOANO279 I«. -.- 6--re-9 4. !;Tia Ip N „,,, SPACING 24.0" JREF- 1UZF408_Z11 6123-/MODEL 1357 -SCOTT WEST -- 63 GARDENIA - D1 ) Top chord 2x4 SP_N2_Dense_13B 'T4 2x4 SP_#1_Dense_13B: Bot chord 2x6 SP_SS_13B :B1 2x6 SP_i2_13B: Webs 2x4 SP_#3_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 to 4 plf at 27.67 TC- 382.10 lb Conc. Load at 7.03 TC- 171.15 lb Conc. Load at 9.06,11.06,13.06 TC- 264.07 lb Conc. Load at 15.06,17.06,19.06 BC- 494.27 lb Conc. Load at 7.03 BC- 127.29 lb Conc. Load at 9.06,11.06,13.06 BC- 131.98 lb Conc. Load at 15.06,17.06,19.06 BC- 611.51 lb Conc. Load at 20.45 ADJACENT ROOF PLANE 6 r- 3X6(A1) 4X6= JA IVLOJ = BX1U= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i 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 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. 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 61 151 PLATE SIZE W3X10 W2X4 LATERAL CHORD SHIFT BITE S 1.25 S 2.75 3X1O(A1) 8-0-0 2X4[15] III 1 1 13-4-0 13-4-0 13-5-12 _g_ 4-8-0 7-0-0 26-8-0 Over 2 Supports R=2564 U=352 W=8" (8" min.) R=2651 U=369 W=8" (8" min.) u>,nnaFnFnNote: All Plates Are 2X4 Except As Shown. dl ( +. ''i,, Design Crit: FBC201ORes/TPI-2007(STD) , PLT TYP. 20 Gauge HS,Wave FT/RT=20%(0%)/10(0) . s "'. TY:1 FL/-/6/-/-/R/- Scale=.1875"/Ft. WARNING" READ AND FOLLON ALL NOTES ON THIS SHEETI • •• i. TC LL 20.0 PSF REF R408 - - 36642IAU"IANT'- FURNISH THIS DESICN 70 ALL CONTRACTORS INCLUDING INSTALLERS. . 4r t 1• r.ITru.•e r•eu,re •.cr•.• ...... r..r,e•unp n•ro unp .n,ro„q. ,„a.n „q •m .r•e,n• i m • . e. Lt„t .e,tlen Of .CSI (.N,,e„q e.ro.,,.nt gray Inr.r„t,.n..r T.I ..• OCA, „r.b O. i08 1 TC DL 7.0 PSF DATE 09/06/13 pr.«,<e. prm c. p.rrer.,n• te.„ r..<u . I„c•n•r. • 9 prw,„ t•.p.r•rr a •clop r NCS IInI„• nec.e •tn.r.,.•. tro .-,. .IUI I n.w pr•p.rly •t •eI»• .ereeter•I .e1••tn,rq .ne w en. n.II n•„ . pr•p•rly .tt•eI1•• r,•,d <•,I,n•. L-tl•„`•I-.,, rer per.•n•nc I•c•r.1 r„tr nt r ° BC DL 10.0 PSF DRW Hcuseooa 13249275 n•II -- pr-,.o ,n .I pe, &CSI .rot,en. NS. 87 .r BID. ...ro........ - ALP I NE ITN I .....9 C<.p.n•nt. G-p Inc (IT•NCG) .n.II net .. r.,p.n.,.,. r.r ..r .. ,.teen r nl ' ,p. 9 BC LL 0.0 PSF HC-ENG WHK/WHK ny r•,I r I. w„e tro tru„ In eenrerrone. .,tn ANSI/T•I 1, or rer ,1•M I1,1p. •n 1poln0. 1 •tI A `• Oen• or t:..»•. Ac App r p,.. • t. „e r.c..r cre., •,w p•.t,.e ...ne...e,..,,. m 'r V • Q F TOT . LD . 37.0 PSF SEQN- 522322O.ue,., unI„. roe•. r , R•r.r . er„1.9. 100A-2 rer t.ne•re p.- po.,:Tons A t I t• fiftild/Ing Com onenb Grew ne. ee..t-...^ t P P r po,..eeu,q ro y ror ne e...Nn in. w u.,uo . or 1. .e•n rer . y t r•.py er tn. D D..e ° 0,;C( 1 • 1DUR. FAC. 1.25 FROM RF pers.< :." F.r „ ,°°e°° teen ... T GNT` A' SPACING 24.0" JREF- 1 UZF408_Z11 Orlando FL 32837 •.n.r.I . „•.. ITN. . ,t .... ary <.. ` ••••, p•• NtG .xp 7 I: w.. p,.a erp, ncA S/ Au wL FLcon90278ICC -- ,«,.re .r• , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED RY TRUSS YFR 61Z3-/MUUEL 1357 -SCOTT WEST -- 63 GARDENIA - 03 ) Top chord 2x4 SP_82_Dense_13B Bot chord 2x4 SP_#2_Dense_13B Webs 2x4 SP N3 13B Rt Wedge 2x4 SP_N3_13B: Lumber grades designated with "1311" 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 18] W3X4 2.25 R 1.25 4X6= 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 CSC 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. 8-0-0 4X6(A9R) = 3X10(F1) 3X8 LEE 13-4-0 JQ13-4-0 I 13-5-12 I1`_g_4T` 4-8-0 'T` 7-0-0 Le 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 n+nHluurhhh000, Design Cr i t : FBC2010Res/TP I -2007 (STD) ..••••••••..• '- PLT TYP. Wave FT/RT=20%(0%)/10(0) `Bt! :2 FL/-/6/-/-/R/- Scale=.25"/Ft. WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET) • • : ' TC LL 20.0 PSFIMPORTANT-, FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS . REF R408 - - 36643 1Truaw • qulri . ... .. .n f•pr,e•t l,q. NMI[,.y. •n,ppinp, Imt•Ils .ro a1,I•. G. 708 ? DL 7.0 PSF DATE 09/06/13rHla1orrQslIWIlalnpCeepr,•n S•re[Y Inr.rutl.n, y TPI RCA) r .•r.tr• rK[1 .• pr.orf[e p.rfer..np t u fulet. of•. In,[•Ilsrs N.•11 p,ea... t.•por•ry pr•e ln0 SCSI • Vn l.f•arotb .lron•I M, tap t •M 11 Nv. properly •L •alq. 1trK [urfl Nlf.tn.11. .ro pot[ c Y • pr.p.r,y •ufcN.a .ay.a a•.,..q. L«ft.m,`1ro.n for perunont ut•r•1 reftr•, • ; BC DL 10.0 PSF DRW HCUSR408 13249285 WII luw orK lnp .roulla0 p•r RCS) ,K uon• 83. OT ., RIO. •f •ppn upu. • ? ALPINE ITV wll..n• C t• Cr— I— (ITIMC) fn rot 1. r.,p.n,Iel. r.r ..y .. Ltl.n rrs •. 1, SAT O : @ ` BC LL 0.0 PSF HC-ENG WHK/WHK 1ny f•I,ur• to pu,1. tro Ir. .n confor•eroe •.tn'ANSI/T 1 1, or far Nrol .,.0, >n,pp,np. .n•t i •p a..• er tr. Ap y ..- , to efts r* r pa..L..n •• pl t • <4 e TOT. LD. 37.0 PSF SEQN- 522342 1 rless rot.. r . Rarer a .r•.,nO,rfew-E for • •roK. p • e po•n..,I•. A • , 1 •• Or„.np or eowr p•y Intlnp LM, .rb.ny, .ro.CKef •ctepaaro. .f profofflmH .p 1,N,.N,.p VVV/ •. .•G OUR. FAC. 1 .25 FROM RFIBNIldinpComponentsGroupne. r , ,r ,,,,,,, i11e1 r • • .,ps.•.e111tY ,o •If r tro .•,.en Tro w .tY •^. use of tnl, - :: for •»y • ...•••• M .•pens.O.IItY o tro eu....,.9 D.•.en.r per ANSI/T I I SK.T Fer ro 1 rer.•t • `THI• Orlando FL 32837 I9= 1 up•p•; ITC-SCG: ew ,a.peR ea. T I: •.•.a.nat.orp, FICA ....,Klnw.try cs. " s/pA At ,N ,, SPACING 24.0" JREF- 1UZF408 Z11FLCOANO2780l • /1L /06jL0 i THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS YFR b1Z3-/mUUtL 13D/ -SGUII Wtbd -- 63 GARDENIA - C35 ) Top chord 2x4 SP_g2_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 1-11) = (J) Hanger not calculated (2)2x6 SP_A2_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. 2X4(A5R) = 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 ® 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 8-0-0 Lci -0-0J 5-1-10 0-11-6 5-3-2 019-14 6-1-0 Over 2 Supports R=305 U=26 W=8" (8" min.) RL=75/-33 R=220 U=36InNmlwrrEnlr/ Design Cr i t : FBC201 ORes/TP I -2007 (STD) `P ,.••••••••..' g PLT TYP. Wave FT/RT=20%(0%)/10(0)! :1 FL/-/6/-/-/R/- Scale=.5"/Ft. rARNING" READ AND FOLLOR ALL NOTES ON THIS SHEEEI I1MTA1 FURNISH THIS DESICA 70 ALL CONTRACTORS INCLODINC INSTALLERS. : : TC LL 20.0 PSF REF R408 - - 36644 7 ru.uf»rpu.re • • . .n r•er,ua.np. n ,.......t •,, renw a .7R(MI venal C • S •nyIn•• , 01 .r•e..q' A p. 7U8 •.... s...t .n.•r..t.en.iPl RDA KSI. 0 ? DL 7.0 PSF DATE 09/06/13 Pr•cu es, pr•orfte perfer..n• ane,a func[.en•. In•u.Isr• .na. prov.M [eper•ry a •e,n• r RCS). • On.off nett OIMr..w. top e,.ef fM w pr•per.y ,[ fcnw ftruotur.. f.w...H.• •ne ..[t c 0 • w n.w . erepar,y . •en.o ra•.e ..... ,q L«.t.on,`.nwn r•r p.run.nt „ter•, r.•tr.. • S BC DL 10.0 PSF DRW HCUSR408 13249268 w er•e.. ......— per RCS. ,.ct.aef 83. 97 er 610. •f •ppn e•e.e. • ALPINE ITV 0 .....9 C—[. Oreup Ine. (ITWKC) — net m r.•pen..... .•.... eerl•t.en rra ;s a s n S AT O : Q x BC LL 0.0 PSF HC — ENG WHK/WHK ny I...ure [e eu... tno t w• .n oonforune. •.(n ANSI/7P1 /. er f.r n.Ml. • ,nf[ •R. s F er tre,,., App,y p,.a., a...,n er ar.,• .,w Pe..[Im .....e.. I.ev. n• [.. I • TOT. LID. 37.0 PSFetn.r..... Mr.r to .r....,•f /RDA.: rer ,t.n..re p.a. pw.[..n,. A , . .• ` .. SEQN— 522289 n• er ewr p•pe ..a.Mer..•p. .oe,c.aec .ae a : e, prer.,•.e, . R.m.r„ ' •. 1 DUR . FAC . 1.25 FROM RF78w1dingCompon•nb Group ne. `• p, ,e1 e r °• • n•.e,,.ay •• y rw [ ..•n Ine . y or a •10. for .ny • ue[ •.. 0 ••• Orlando FL 32837 an. ..pen..e.. ny ernn. wn..n•aw..•n. p.r ANs nPI I S.t 1.0 F.r .nr•r..a,en ...: `rn,• / FL COA #0278 , --- ,« ; p.Re:° ITV -KG: w• . •ee°'`°.` iPI tp.n.t.er°` ntA'' 10NAL `_ SPAC I NG 24. 0" JREF- 1 UZF408_Zl lfe N 9/06/20I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR b1Z3-/MUUEL 1357 -SCOTT WEST -- 53 GARDENIA - C3A ) Top chord 2x4 SP_M2_Dense_13B Bot chord 2x4 SP_p2_Dense_13B Webs 2x4 SP_#3_13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC H1) = (J) Hanger not calculated (2)2x6 SP_82_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= 2X4(A5R) 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 2X4[15] III 8-0-0 i -O-o1i 3-1-10 2-11-6 3-3-2 2-9-14 6-1-0 Over 2 Supports R=305 U=36 W=6" (8" min.) RL=50/-24 R=219 U=30 H=H1 Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(O%)/10(0) A WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI = IIIMTANT-- FUNNISN TNIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. 7,w r.ary,re •. • . .n I ...... - .p, n.M ,np, ,n.pp.np. ,n,t.l ,ny .M .r e.ng to fells ofrOCSI (W,l..ng Co•P•,.•,11 S.r.11. Inror..t.. A, TPI •„• MG) t zx or.C-00 PI.— to f+rror..M a . rune<,m+ I,nuu•r..n. I p'—do toopr. ory n 'a P4 KSI Ynla.. M et M,.,w, t•p . ,.M w w•P•rlr .tl.CMal.tructur.l .M to ing • t eyr0 A "AAA's . rdi... ..... M Lee.a,on. +Mon for p.runsnt I.1ar.1 r..tr.l !T_ M I1 n.w o,.t.n.y .11-6104 oor KSI ..et.on, W] e7 or 010. .. .PPI.P..I. ALPI NE .ITS CONoC—a+ Cl1M ( ITRKG) IMM .•,. or ..... .o y 11!= to Wy . ofw. • rnANSI/ TPI1, r to,MMn•, shipping. 1— 104 Dpinp or u ApplPU10 ..tn r P. o11— — po,A, n A—..l., 1. 611 n•1. d of »r.1,•. Not,, to ,a. g, 100A4 to, --o you pooltl MA ... I Bulfdin Com onsno Group ne. ••I g .r .., p••. ua` g to 11 d,..•1n•.d,Ma.Y...cPPpa.M..p,.M ..o l a glnwrinp 0 P P •..Po,...pnleywlyr•r M a. Rn 1M . u..1,1r .M . .r .10, ror .ny .ar Orlando FL 32837 tM r•. pm.Ipl l Itr Of 1M 0161d.,,, D...0M, p•, ANSI/101 1 S.t.x For nf.rrutl.n .•• 11— pM . p.•.• 'TV-OCG' w... P . •.Poo; 1/I' ... tP,..t —9. MCA 000 oe M ary.e.., FL COA N.n•O 278 1CC:... 1te..I..., 9 1 1 FL/—/6/—/—/R/— TC LL 20.0 PSF o C DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.25 SPACING 24. 011 Scale=.5"/Ft. REF R408-- 36645 DATE 09/06/ 13 DRW NCUSR408 13249266 HC-ENG WHK/ WHK SEQN— 522285 FROM RF JREF- lUZF408_ Zll THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. 6123-/MODEL 1357 -SCOTT WEST -- 63 GARDENIA - C1 ) Top chord 2x4 SP_#2_Dense_13B Bot chord 2x4 SP_#2_Dense_13B Webs 2x4 SP_#3_13B Lumber grades designated with "1311" 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. 4X6= 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(Al) = 2X4 III 2X4 (A1) _ LI-1-0-%.j Lc1-O-9:.J I_ 3-0-8 _I_ 3-0-8 1 6-1-0 Over Continuous Support R=95 PLF U=12 PLF W=6-1-0 RL=B/-8 PLF Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(O%)/10(0) IIARNING•' HEAD AND FO.LO• ALL MOTES ON THIS SKE71 ! IWOR7Ni" FURNISH THIS DES ICN 70 ALL CONTRACTORS INCLUDING INSTALLERS. V 1, Alto rep, Ir• •ltr•w tor• In r•e11t•tlr,p, n•ro l`ne: Mlppinp Inf[•Il l,l• •ro er•e lnp Iollw [ro • •elt,•n •r SCSI (M. eln• Ctoltnen S rety li, IPI one STCA) f s•I•t pestle•, prlor•ae porror•In• avow runcalon•. In•t•ll•r• •lu l Prerleo t••per•ry o el,q SCSI Unl•s otn•r•I••. [o,i erore W11 Mw proporly •t •tr [tur•1 •n• n,rq •ro Dolt w •I,•11'M . pro,lorly • -- r,•,e C ..M Loc•t,on•t•no•n roruper•o,wnt ••torol r••tr•1 n•11 now er•e In• ,mull•a For SCSI —on, U, 07 or 810. •• •ppl—b— ALP I NE ITS WuOI„D Ceroonon- Greup I— (ITS•CG) fnNl roa m Ilrs• pm•,ele ror •ny wrutlan f; nl ny fl,re pupa ne tru•• In reroont• •,[n ANSI/TPI I, orror n•rollnp. •nlppin•, n• 1 er. e',q or trw • Apply -'Ste• is ••en r.e• •r tre•• •ro pe•,[,an •• •navel •Dow •ro on tM 1 D• • 1•. unlool notes r oll. Rotor to eroo „q, I.OA-2 ror , •ro•re plot• pw It Non•. A Sir • 1 Building COrrlpOn•nb Group nC. ere l,q lel Ief •r Rove f•e ,np •s•1 er.a,q, Iro m•ae•.eceepuroo •„prere••lonol •n•Iro•nq A — At y • el•ly an• ,n ,news. Tno w lltr one of t e ,,,n ror •nyy • — Orlando FL, 32837 ° M lb ltr of tno •u uelnptDe„o s per ANS 1/T I I Soe 2 u For 'In roroo— ot7nl• e• tirol rot•• pp•, In-SCC: w , wle•.e T I: •w apin•t.w•, VICA w .•Oel—.try too. FL COA NO 279 ICC 'Mr, er• 8- 0-0 H. k 1 0 i ENS.. 1 FL/-/6/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LD. 37.0 PSF DUR. FAC. 1.25 SPACING 24.0" Scale=. 5"/Ft. REF R408-- 36646 DATE 09/06/13 DRW HCUSR408 13249279 HC- ENG WHK/WHK SEQN- 522248 FROM RF JREF- 1UZF408_Z11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I, DIL3-/MVUCI_ IJDI -_1VV11 WE:JI -- 0.S UNNUE.nIX - L.L ) Top chord 2x4 SP_#2_Dense_13B Bot chord 2x4 SP_B2_Dense_13B Webs 2x4 SP_#3_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. 4X6= 16 139 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. 0-2-10 8-0-0 2X4 (A5R) = 2X4 (D8R) o\ Lr1-o-oj 3-0-8 so i e 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=3_ Design Crit: FBC201ORes/TPI-2007(STD) Xr' PLT TYP. Wave FT/RT=20%(O%)/10(0) •ii WARNING" READ AND FOLLOR ALL NOTES ON THIS SHEETI IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS i' or lru•w. r•.I,Ir• •ttr •.• eor• ,n f....... y, Iuro1`n•• •n,pp„q. ,mul ll,q •ro er t„q to re uo• tro • .elt,en of SCSI (WI b.• Cooq— S•rety IMoroot,en. by TPI •,r ncA) r or p..c..... pr,er•to xorf ...9 I.O.• Iurotlon. I ....... r. .11 I A-- ao.per... ..... q p SCSI 1 UnIH. —I- oaMrs, •• top tro .. N.,• prOgr`y •tt'en•l.crucaur.. ....to l,q • pro,or by • •ro ra•,e t IInR. L , now, for ,orooro Ste I ro.tr w11 now •roe ,nR lrot•1— ,or SCSI oott,en. U.-•7 e: 610. o. 1pp6611e1• • ALPI NE ITV Salle ln0 COog—o.t. C—P Inc (ITNRCG) .,1.1 not m o.pe..,o 1• rer Any ewl•alon fr 1 a :p1Mr011ur• to •u,10 tro VIn. to cenfOrYro• •II.IANSInHr1, of ror Mro 11n0• •nlpp l,IR, Inf nl •. t lrq er t, u.••.. billy p1•to to uen rot. of tru.. one pe..... • • D•t•I1., unto• rote otn•r•Ioo Roror to r••,.•. I.OA•Z ror . rose plots--l—MAtM1y . . 71iftilding CORI OnMn GTDM nC. er•.InD•f — p•Ro Ibtl n• tnl• ero•In0.e 1ro1c•to.•ccOpc•,Itotof prora.•la,ul •,IOIIt• Vr vPPr•.pol.lm my oel.ly ror tro ew lRn .roe. Tro .. t 0—ty •ro ...• or I— w•IRn I— Any . • ro.pen.,ellltY of tro •u11•In0 0••I•n•r p•r ANSIn 1 1 S. 1 Fer Infer.•c lan •••. alnl• Orlando FL 32937 gnor•I ro . p••o: ITM-RCC w It.ecR coo. TPI- oo•.tpl. er0, .1A• w. .•elrou•try eo• SFLCOAk0279weee•. ,«..r..eI 4 H 1 1 FL/-/6/-/-/R/- TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC ILL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.5"/Ft. REF R408-- 36647 DATE 09/06/13 DRW HCUSR408 13249277 HC-ENG WHK/WHK SEQN- 522252 FROM RF JREF- lUZF408_Zll THIS DWG PREPARED FROM COMPUTER INPUT (LOADS L DIMENSIONS) SUBMITTED BY TRUSS MFR. b1Z3-/MUU[L 130/ -bWlI Wtbi -- b3 GAKULNIA - GS Top chord 2x4 SP_N2_Dense_13B Bot chord 2x4 SP_#2_Dense_13B Webs 2x4 SP_B3_13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC 1-11) _ (J) Hanger not calculated (2)2x6 SP_82_13B supporting member. 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. 4X6= 6 2X4(A5R) = 2X4= This plate works for both joints covered. 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. In lieu of structural panels use purlins to brace all flat TC A 24" OC. 3X6(++) III 1 0-8-12 T 8-0-0 Lci -0-0..J I le 3-0-8 1-10-14 1-1-10 3-0-8 1-9-6 1-3-2 6-1-0 Over 2 Supports 30 R=305 U=38 W=8" (8" min.) RL=35/-33 R=220 U=19 H=H1 #00. uluu 1,///// H• 4 Design Crit: FBC2010Res/TPI-2007(STD) '! •1 ', PLT TYP. Wave FT/RT=20%(0%)/10(0) •••••••• . Y:1 FL/-/6/-/-/R/- Scale=.5"/Ft. WARNING" READ AND FOLLON ALL NDTES ON THIS SHEETI • • TC LL 20 . 0 PSF ••IMPORTANT•• FURNISH THIS DESIGN TO AtL CONTRACTORS INCLUDING INSTALLERS .• REF R408 — — 3664 8 7 rin.•f r•p,l r• ..[rr e.rs ,n f.er,t•t ln, Mro,,,,•, •n 1pp,ne, Ins[.111„• .ro .ell,•. 1.11CS1 I-- eelt,en or SCSI (6-1-9 Coo or—t S.roty wor•.tloe, ey T.I . • CA).r.p 708 1 TC DL 7.0 PSF DATE 09/06/13 pr.eu ess priortoperrer•Iny toss..neI.st l.• — p—no t••cer.rr a otlno • Unless rotoe etno oo. too —r• sn. now properlytt•.t .tots. strl t—I -him oro m x 11 h— preeor,y . .t .e rig- ;:l l one Lt,on,`,ne., rer p•r..n•nt I.t.rsl rest.o t*. F. _ BC DL 10.0 PSF DRW HCUSR408 13249278 r„ n.— b-1.9 I.so..- per SCSI .«[Ions eT or 810. ...ppl lt.oH• ALP I NE In wl IelnR ct.p—.t. Gre p Im (ITnCG) .n.,I rot m r..pon..el. r.r ..y ewla rr nl ' , g BC LL 0.0 PSF HC—ENG WHK/WHK IIy r•u..r• to ,o,ua tro vess In tanror..roe .Ito ANSI /T I t, er For n.ro u„o. .n lPpin•• In tI I,ye A^ S AT O Q t.,,e •, tr,..s. Apply pLto to .an rote .r tr,....ro p.sltlen ., •n._, .ee,,..ro en t • . TOT. LD. 37.0 PSF SEQN— 522282 Oet.11s. en otoe etrorel.• Rorer to or.ell,es I&M-2 rer st•rosre poste pO.1[lans A u -I. • / C er. e one er t—.r p,o ol.[Ine t.ls er.elnp Iro,C— .-.pt.nt. or or.,.... .. eAOl rrinp 71BUildl.. Components Group ne. r•,po,,,e,,,ty .•,•,y Fer tn. e..len .neon. Tne ,.,too.I lly .ro ,. or t . —.0. rer 1 , , •.•i ••.• 1 DUR. FAC. 1.25 FROM RF tro respon. Ielllty •r tIr WIIeIp D••19, per ANSI/T11 t 5•e.2 For s e Inrorutlon r: tTn, ••e•••,.••• Orlando FL, 32837 ••ror.I net.• P.O.. In -sec ... lteeee.t.•: Tn: w.tpin.t.er•.. .....etll.pn.try.too: FLconNO278lee. _. Itt..ro..re SPACING 24.0" JREF— 1 UZF408_Zl l 6123-/MODEL 1357 -SCOTT WEST -- 63 GARDENIA - M2 ) Top chord 2x6 SP_M2_13B Bot chord 2x4 SP_H2_Dense_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. Shim all supports to solid bearing. 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. I_ 0-4-3 F LE 9-0-0 Over 3 Supports R=358 U=4 W=8" (8" min.) RL=116/-39 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(t/-)=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 (1.f A. 11-6-11 1-1)-3 10-0-0 R=132 U=0 (1.5" mi .) 7-0-0 Design Cr i t : FBC201 ORes/TP I -2007 (STD) ,+ p;pp; /, PLT TYP. Wave FT/RT=20%(0%)/10(0) • / TY:3 FL/-/6/-/-/R/- Scale=.5"/Ft. I•ARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI REF R408 - - 36649IWONit"T•• FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS 47 TC LL 20.0 PSF ir,wf.f r•prtre •+trr ur• In f.Drlea „q. Me. 1 r • • ' 1 np. fnlpp — 1Mt.111n0 one D •clop re 11P tM U[.f[ wl...n .f KSI (W,a bl,p Cef00.... Lrety InferYalae, DY 1 1 ..... 0. 708 TC DL 7 .0 PSF DATE 09/06/13 P/• •f prior to p•rf./.Inp tMM fvletl•ns In.t.11.rf Wll prey to por.rY Dr.el.9 r RCSIN Ynl•f1cMt.0 o[Mr.1M, top cror0 M.11 n w Prop•r1Y •C •cM0 •truc[u l fM.[n l,y •ro W • •r Pre rly • t«M. 1.91. C I•,q L«al•nftlro.. for p.rYMn[ bbra r...r_ • BC DL 10.0 PSF DRW NCUSR408 13249267 Yell Mw Dr«Inp 1rou p.r KSI +«tl.nf W] 07 or R/O. .f •pplluel•. t r• _ ALP I NE Ire wu.l p Cdysw Gle Inc. (ITWKG) foal not d ra.Pon.Ia. 1.1 MY .wbt on fr tnlf :Npn BC LL 0.0 PSF HC-ENG WHK/WHK MY r•uur• a. Done tM QPf+ In a re/.•«• atn ANSI/7PI 1. .r rN n•rollnp. MIMInp. 1 • bill • S AT O j. Dr.c lop of troll•.. Sc Apply PI.— 1. Ncn f«. of truss .n. p«Itlee .. ule.n •D•» .ro .n t • c TOT. LD. 37.0 PSF SEQN- 522221O.ull•. unlaff rot•. otMr•lw RNer to r••lllp. I.OA-2 for f -ro P.... Poatlenf. A .QI nA A • I Or•.lnp or eowr ..o. l,1[l,y [Mf .rbinp.elrole.3e...[.pQnt• Or prof«.IeMI .,oln«/Inp • V I- DUR. FAC. 1. 25 FROM RFI9UildinpC•mp..... Gmup IT. r•.p.n„D,nlr .el•ly r.r tM .«ion . '". TM a, ..n p .n..' or. —.,— ap„ r« .nY . I • p.' r.lpalf l.0 RY or tM Wn Flano D..Ip,l.r P•r ANSIPIPI I S«.2. Fer lnforutlon .••. tla d6' •••.. a.N •aw`(` I'LCOrlandFL 3278 toccc.ra Ma« p•••. rn-Ke ....n.«o..e.. Tn ....tP.na..rp:.7CA Slri lA1 `_v. SPACING 24.0" JREF- lUZF408_Z11 FLCOAq0278Ice .... leef.r..e/o THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS YFR k 01LJ-/MVUtL IJDr-JL.VI1 wtbl -- 04 IaAKUtNIA - MI ) Top chord 2x6 SP_Y2_138 :T2 2x4 SP_N2_Dense_138- Bot chord 2x6 SP_#2_13B Webs 2x4 SP_B3_138 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 -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 lb Conc. Load at -1.47 BC- 219.71 lb Conc. Load at 0.53, 2.53, 4.53 In lieu of structural panels use purlins to brace all flat TC ® 24" OC. Deflection meets L/240 live ani factor for dead load is 1.50. Shim all supports to solid bees V 0-4-3 T- 2 COMPLETE TRUSSES REQUIRED 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" 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. 2X4 III 4X6(R)% I, 5-5-0 -I 9-0-0 Over 2 Supports 511 R=776 U=116 W=8" (8" min.) R=612 U=81 7-0-0 O,, H Design Cr i t: FBC201 ORes/TP I -2007 (STD) &e,% PLT TYP. Wave FT/RT=20%(0%)/10(0) / TY:1 FL/-/6/-/-/R/- Scale=.5"/Ft. WARNING" WAD AND FOLLaa ALL NOTES ON THIS SNEETI • '• TC LL 20.0 PSF REF R408 - - 36650INpRTANT'• FURNISH THIS DESIGN TO ALL CON7•AC70K INCLUDING IMSTALLEIK •• • ' l r.nf.fa[r.r• e«. .n IA...ca.M. M.M..np .n IPP I,p, I......ne .n0 Dr.eln•.[::1., O46M • I.,.,. tm I.t. .e — It KSI (916101e C.Re.»nt S,rnty la.re.am, by TO...,.• =.i-• 7 TC DL 7.0 PSF DATE 09/06/13 Pr.0 l.... ..... .. pa....... [Mfo Iunc t.onf I......... fMll Proa.m [e p«.ry Dr.eln•SI: O. • OB UNI.f. Mt.O OIMr.. s., lap c W .. P,O.eI .y .t .Cnm .t ructur.l fM.N.,y .n• DO • PrePer,y , t n.e :°•,. "'nN Loc.t.o,..`.ro.n far p.r..n.nt P BC DL 10.0 PSF DRW HCUSR408 13249276 WI. Na......nN .nsl.11.. per KS. f.cl.an. •] 67 or 810 • • . roar` .. P - ALPINE ITS 0.1—m CeRem..l. •,e Ina. (Il1•CO3 .n.l. ,mot D. r..P. aa. r.r A., --an Ir S AT BC LL 0.0 PSF HC-ENG WHK/WHK Any Ia[ruff .n C—,.r..nc.. en ANSI/IVI 1, « for n.n —9. .I.IpP.rq. 1 • ' y afc l,... f ....flea. Apply =1y . to — fa . oI truss — P ..t.- .. N.O.n .pOa..n0 M • t..l,....., net.• r . •.f.r to r..,, ,S•A-: «a p—, pe II.. A`. nh F TOT. LD. 37.0 PSF SEQN- 5223042din. Compon•n.G... III •" « ae .r p.•e I.a[M. sor«.Iona In»r. • /// • • fpp...eu .tr m ly Tor a•n Ins w u.0 sty .m e f ln.f map. Tor Any • r..XI • Orlando FL 32937 1^• .« •."",Iy OI.1. • a-9— Per ANSI/TPI 1 S«.: I« o I.farm:,°^ ...: `in. \d 6yj ••. •• Gl + DUR . FAC . 1 .25 FROM RF era ne ., 1. In.Ko t..a• ae.. M. .w tp. fl era, nu.... Da ne try.ae.. s'/ANI Al GN . - _ SPACING 24.0" JREF- lUZF408_Zl lFLconaonaI«:....aa.a. er• . - 6123-/MODEL 1357 -SCOTT WEST -- 63 GARDENIA - EJ8 ) Top chord 2x4 SP_g2_Dense_13B Bot chord 2x4 SP_N2_Dense_136 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 2X4(A5R) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A 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(t/-)=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. 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. R=173 U=54 (1m . . ' ) 11- 6-11 1- 1 -3 R= 130 U=0 0 .5" mi .) 10- 0-0 8- 0-0 Lci - o-o jLe 7-0-0 Over 3 Supports R= 340 U=21 W=8" (8" min.) RL= 99/-40nnmlwn np Design Cr i t : FBC201 ORes/TPI -2007 (STD) P;:.••••.. ,ki4 ., PLTTYP. Wave FT/RT=20%(O%)/10(0) • P 1f:11 FL/-/6/-/-/R/- Scale=.5"/Ft. WARNING•• READ AND FOLLON ALL NOTES ON THIS SHEE71 • f • TIC LL 20.0 PSF REF R408-- 36651 IWIORTANT" FURNISH THIS DESIGN 70 ALL COMIRAC70RS INCLUDING INSTALLERS . 1 it uf.•• r•p„r[ •r[r•.. e•ra ,n r.ar le.t„q. M.01`nR. •n IPPIny, IMt.IIInR •n0 er•e ,n•. r to ralla. tn. ., .e1tlm er SCSI (a..106.0 C•ePenan S—ty Inrera.t, by TPI u,1 .TGA> ; ..r.a•p, 708 1 _ TIC DL 7.0 PSF DATE 09/06/1 3 pr. euea. Pr ,or t• P rr•reln0 te.,• IVKt,•nf 1.. Hers •n 1 Prey,°, te.P•r... a .e ln0 P•C51 Unlef. nets- OaM,lf•, 1f .— .NI I Mw Pr• ., .t .e— .tr I...I ....H1• • t j 1n. 11 n r,•,. I,e. Lfe.a. •,,,`.new, r.r P•r.•nana I.t•r•1 'r'. 1. 1 • BC DL 10.0 PSF DRW MCUSR408 13249281 1n• I I Nw er• n,[.11 [,M f • p.r •CSI °,•c f R]. RT er •10. • •pPllc•e1•. • 3 ALP I NE ITIN 8e,1elp Ce.Fwrw G—P Ine. (ITRRCG) aat e. r.,Pen,Ial. r.r .tlen rr nI A BC LL 0.0 PSF HC - ENG WHK/WHK ny f•Ilur 11• tM tr,,.f ,n ewlr•r..,,e. .Itn ANSI/i 1 , Or Fer Nnell"0 Yllppl/ID. IM 11 - S AT 0 Apply Pbu. a . ••cn f•e• II t NSI wb P«n,•e ., ,ne.n .e.w .ne ee tns I • w •' C TOT . LD . 37 . 0 PSF o.u,b, un1..: nett eaMr . R•r°r a• ..1,9,r,ROA-Z rer • m.re III— Pe.RIe.. . ,. /_ L I SEQN- 522165 nR er Beyer P.R. I0,a— — er..,n•.°;b, e•l.. b—lbur orer...,a.,.1 wlRl,gar,„• I. f ' 1v DUR . FAC . 1.25 FROM RF 1BuiltlinpCOmpOnMiRGroupnt. a..Pen„eu rty foI•Iy rer an• e.,.•e •I,•.n 7n• wu•m 1.ay ••• we •r anlf W,l•n I •ny f •••yRr.>•••• re.pan„eI l Ity er aM W, Ie„q 0.,,•ner P.r A1151/TPI , Sae Z Fer •s Inrer.•[Ian , `7 I• S` O Qi. . _ OFIIco,Fi aoiis7 «°r11 —Gets=•ef•IT..RCG _. ,a.ae•.eee: TPI:..' tp— a,•, FICA• .w f <1Mu,try 4. _ G SPACING 24.0" JREF- 1UZF408 Z11 Mnrnnnl THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 61Z3-/MUUtL 1357 -5GU11 WL51 -- 63 GARDENIA - EJ7 ) 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. MWFRS loads based on trusses located at least 7.50 ft. from roof edge 2X4(A1) _ Lci -0-0:1-i 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. 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. 1 R=171 U=53 (1. " m .) 1-6-11 3-1 -3 8-0-0 R=127 U=0 (1.5" mi .) 7-0-0 7-0-0 Over 3 Supports R=336 U=21 W=8" (8" min.) RL=88/- 301tN11111grrrhy Design Cr i t : FBC201ORes/TP I -2007 (STD) P...•••••.. PLT TYP. Wave FT/RT=20%(0%)/10(0) • RIY:4 FL/-/6/-/-/R/- Scale=.5"/Ft. WARNING•• READ AND FOLLON ALL NOTES ON ,HIS SHEET- INPORTANT•• FIIANISH THIS DESIGN TO ALL CONTTucrDNS INCLUDING INSTALLERS • ; = TC LL 20. 0 PSF REF R408 - - 36652 7 rufs.f reeulr. .•[rO.s e.r. In I.Drle.t .n•, n.ml.n•, fn.pp.np. .Mt.Illnp .M Dr.e „q I r I— .•.a or NLi1 (s... Cooponena S.r.ty I.ter..t.m by TPI .ne wrCA; td rot 0. 708 1 TC DL 7.0 PSF DATE 09/06/13 Proe<.e.f pr. • porforeln• t • tuner leM 1Mt.11ar. •MII p,—.m tooper.ry erect .n• NCSI.• Un,s.s m[m .tMr..• aep CM f•M 11 Mve properly .a Kn.e •[ructur.l •n co-op .m mttwOe wn M prewrlr at ne• •.e e..I.,q. Lee.uen,t,-.w. ter per..nmt ut. I ura • BC DL 10.0 PSF DRW HCUSR408 13249273 wn Mr. er.e ..q mfa. nm p.r DCSI ..ea .en• .]. n or DID. .• .ppl.e.elo • 3 ALP I NE 17V w.Ieln• C-P—L, Gre.p Int. (IT,1•CGI —1. not m refpmf.Dl. ter An, •. La.m rr Ill, *on S AT BC LL 0.0 PSF HC-ENG WHK/WHK nr lot [o m.le tM t ..• .n cmro u to ANSI/,PI I, ., ror nom q. •n Inp. .n I er`t,n• or tr. ,. Apply plate, to e. n , of I,—, .m pe•.`. - ,ne.n .my..ne m t 1 t. Q R TOT . LD . 37 . 0 PSF SE'QN- 522239D. .11•. un-...,maoe trier w NeferetoMr...,gf`tEDA-i for f r• plot, pe.ltlms. A ,e.% . `t 4 1 I Building Components ne. er...,q er ew..r p.De I.a„q tn.. er...,q.•.m.eae..t[ept.me ur aer..f.eMl .,q.n.erl,q ri Q • v c P P e,pm.IDu.ty .e1.Iy ter e.n. ,m fr t.Da.ay w b er f •.,1„ ter .ny . TBE' Di •. .•• DUR . FAC . 1 .25 FROM RFefpmf.D.I.ty er aM.u.le.nD Do.,•ner pot ANSI/,PI t Soc.t.e For mr .nr.r utlm fa tIn.• •••H .•• Car Orlando FL 32837 o.Me f pos. In•DCC ....t-9.tm: ,PI ....lp.n.t e.•. NicA. .w.+m.M.•ar V FLCOA#0278 Mc.`•......re..y y'e'' 4-_S o un E'NA „I SPACING 24.0" JREF- 1UZF408_Z11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. b1ZJ-/NIUUEL 1357 -5LU11 WE51 -- 53 GARDENIA - HJU ) Top chord 2x4 SP_#2_Dense_13B Bot chord 2x4 SP_/2_Dense_13B Webs 2x4 SP_p3_13B Lumber grades designated with "1311" 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"0.5"), toe nailed at Top chord. Provide ( 3 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord. If 0-4-3 F 3X4(F1) 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. Shim all supports to solid bearing. L-r-1-5-0--J 9-10-1 Over 3 Supports R=326 U=38 W=10.564" (10.564" min.) R=236 U=84 (1.5 m ) 11-6-6 1-9 14 10-0-0 R=342 U=0 0 .5" mi .) 8-0-0 Design Crit: FBC201ORes/TPI-2007(STD) 0 PLT TYP. Wave FT/RT=20%(O%)/10(0) N 1- TY:2 FL/-/6/-/-/R/- Scale=.5"/Ft. WARNING— READ AND FOLLOR ALL NOTES ON THIS SHEETI , '• TC LL 20.0 PSF REF R408 - - 36653IMPORTANT '• FURNISH THIS DESIGN 70 ALL CONTRAC70RS INCLUDING INSTALLERS. • Tru..p r.q........ ..... .n f.or,uunp. fum..rq, ,n.pp.np. .mun,....m .r.e,no i.r na • I' j or SCs, cON.,..n. CooI—Ant S—ty mrorrat..., by TPI . RTCA& ..r.$ a TC DL 7.0 PSF DATE 09/06/13 pI ..... pr..r t. p.rr.r.... a ..a rv.enon,. I..bu.r. .n.1. or.-- t000A—, ...,rq r RCsI. o. 708 A •`n•""• 'n mlt " `N•• oo 'n•;' n• °• BC DL 10.0 PSF DRW HCUSR408 13249264M..'Mv.. proper .y .ta.en.p r.... to..•p Lae.t ,o..,`,now, for p.runont .. . rss r nt f i0111Mv..r.e.n. .nu.,,o. por RCSI ,.e1.on. D7 67 or 010. ...ppo.0 R j ALPI NE TV w,.., . Co or 1. Croup 11TWDCGI —1 noa m ro,pon,.o.. for ..y p... 1— 1 nl ..n 3 BC LL 0.0 PSF HC - ENG WHK/WHK ny r...ure 10 A,.,. ln. ar", m emforuna...1n'ANsI/7 I ,. er fer n.n.ln.., .n.pp.n., . ` I:t: A S T 0 e.no of tru.n.f App,y p..ao, to Deco fa . of aru„ .n. p.,.[..n ., ,...... awo .... 1 TOT . LD . 37.0 PSF SEQN - 522168D.a.. unlH. n.tfNl Mr...s R.for to r...f... 16OA• for ..n..rd pl.t. po.,tlons. •"A [ 1 t I OMilding Component Gmup nee " """ °•°" rn`aro ;;" or",,;,"°' '"°„',:`:.:"`"n oI proriA..o..n..o..r.,.. • ` . DUR . FAC . 1.25 FROM RFe.po,.,... nay .e r +..n , Too , .. y . or .. ..g. ror .ny Orlando FL 32837 n. ..pm so...ayw....n.t.o... d per AMS/iP. 1 Soe x F.r nror.a.on a •`i J L. ..•....•.•.• sn.r., net . p.... IlM•RCG .. ..e..e TPI ap.nu.or9 RCA. w.. ,oe.n.u.ary t . C L _` FLCOA#0279 lee ........leer. _ a]/AWTwT rr\v _ SPACING 24.0" JREF- lUZF408_Z11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR 0IL3-/NIUUtL -IJ*/ -Z1,GU11 WtJI -- bd bAKULNIA - HJ/ Top chord 2x4 SP_#2_Dense_13B Bot chord 2x4 SP_#2_Dense_13B Webs 2x4 SP_#3_13B Lumber grades designated with "1311" 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. i 0-4-3 F 2X4(Al ) 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. 1-5-0-J 9-10-1 Over 3 Supports R=326 U=38 W=10.564" (10.564" min.) R=211 U=76 (1.5 m ) 11-6-6 3-9 14 8-0-0 R=367 U=0 (1.5" mi .) Design Crit: FBC201ORes/TPI-2007(STD) PLT TYP. Wave FT/RT=20%(O%)/10(0) .. TY:1 FL/-/6/-/-/R/- Scale=.5"/Ft. ALPINE 1 Buffdin Components Gmu nc. o a P OElandoFL. 32837 FL COA AO 278 WARNING" HEAD AND COOT IN KINALL NOTES ON N15 SNEE71 • • IYiORIANi'• FLUNISN THIS DESIGN 10 ALL CONTRACTORS [• NG INSTALLS j ira.,e, rapu,re oarm are m r.•r'<.a ..p, n.ne.`n0 ,n.pp•n0, .muu.,q .n• •r•m n0. a—, 4 t.en er StSI 1•a. •..q Ce•panen S—ty Infer„t..n. py T.I ... nu, r „r.b pr.ca. cs. pr.•r to p•rfor.•p a +• funet•an, In,a...ar , , pre.r.„ a—r., er.<•np r •;S.. M oan• r..f• tap a .„ a• progr,y •t .tractor., —A n.n0 .M e• a preper.y : . ee °•.• '". 9 Loc.t•o , _ `f•r par„ . t '•t• , re, r ; a cn.,, Mw er.e.n0 .rant...„ per •CS. ,•e[ron, p. U or •10. .. .pp,•„•.. ` Il• •a. e,n0 <<•.e. 1. reap lea. (IT••CG) , ... — „ r..pm,•e.e r..... ..a.a.e r ln., qe..•n ray f... ur• to Ua tNe a uw •n confer„ne• . to ANS./7PI 1 .r for „—.0, .mpp.,q. t lutes er.a, rq ar tra ,. App.yrp..ae, <e a.<n r.aa ar ..... .n• pe,. ., .na.n .m» .ne an ' : D.t.,... : " e<e• ean.r..,a ,er.r to r...np.,SDA.: fer . .re p..t. ;,A .t,an.. A y >. er <e.• r -9; ,..1.,.0 tm. •r.., nn•,a.eo.<.yel•c<epuncnee`a u rron • as, .n•.n„r. a;pn,.e.,,ty b y rer ln. „,.•• ,ne . y . .. rar TQ r•.ps.. m., ay er tnr •u..m n0 D..,Oner per ANSUIP, , S•c x " Cor r e .rarer..<.on ,„• 7 J ' er.. e„ a:•.: .111-KC ... .,.•<p.<e.: 1 I: ....ap.n.t.er0. •TCA. w..ee. e..<ry.<e.. ICC .-- ' • r• 7 ' 0. ! 081 C 3 S T Q $ C i •.• 0 CN' S/ n... t TC LL 20.0 PSF TC DL 7 .0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT . LD . 37.0 PSF REF R408 - - 36654 DATE 09/ 06/13 DRW NCUSR408 13249274 HC-ENG WHK/WHK SEQN- 522242 DUR . FAC . 1.25 FROM RF PACING 24. 0" JREF- lUZF408 Z11 THIS DUG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. 1, OICJ-/MUVLL IJ0/-ZOUV11 TF[Z11 -- OJ UAHUCNIA - L.JO ) Top chord 2x4 SP_N2_Dense_13B Bot chord 2x4 SP_M2_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"x3.5"), toe nailed at Bot chord. 2X4(ASR) Lei -0-0-j 5-0-0 Over 3 Supports R=265 U=20 W=8" (8" min.) RL=73/-32 139 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. 10-6-11 R=121 U=38 (1. " m IT.) 1-5 12 R=92 U=0 (1.5" min 9-4-7 8-0-0 H 4 Design Crit: FBC201ORes/TPI-2007(STD) P` '1'Q '.," PLT TYP. Wave FT/RT=20%(0%)/10(0) r /', Y:4 FL/-/6/-/-/R/- Scale=.5"/Ft. WARNING" READ AND FOLLOR ALL NOTES ON THIS SHEETI • IMPORTANT•• FURNISH THIS DESIGN TO ALL COMTRACTORS INCLUDING INSTALLERS 4 .• . ~i TC LL 20. 0 PSF REF R408 - - 36655 Trw•w rege,r• •.troy ur. ,n f..r ,cn „q. n•rol,n•. ,n,pP,rq, ,mull„p .ro ......9. r.r a ro .5 e. tro I•L•,t "It .•n of IICSI (Mb,I.,np C•• ent S.nty InferoLl•n. by TPI 0-0 .TCA, .r.a 0. 708 1 TC DL 7.0 PSF DATE 09/06/13 Pr.cu ee• pn or to P.rfsr.,n• Lro,a furoa,on,. In,u u•r, WU prow,•• totpsr•ry •r.0 „• •CSI • unl., roa •tror.a a•K erore w w properly .< .' ro• ,ar.<t.ra •e< BC DL 10.0 PSF DRW HCUSR408 13249283tn. u'h.r •• properly . n.. r,•,. c M. Loe.L,m,` f.r p.r.•nant '.L. I bistr• M a ws •r ,nO ,tun.. ,0, •CSl ;ecalon. 63. 67 r 610. ...ppl Obl• ALPINE 1,. • l•, , C•e ent• Gro•P Iro c1T=DCGT .n.l roa d .,p•n,Ipl. r.r .e l•Ll• fr Lnl. .'ts BC LL 0.0 PSF HC-ENG WHK/WHK ny gaor• to eoJ. tro L w. m emforgro• .an'AHsI/TPlrt, er for n.roll,q. .n,ppinp. In l•L,i S AT O pr• c,n• Of trot••, ApplyrP..b, l0 •Kn f•<• of Gu.• .ro Po.,tlb ., N,o•n •eow .ro en tnr•J • i• C TOT. LD. 37.0 PSF SEQN- 522162 D•t.11t, ,n I•tt rot.. otror•,••. R•r•r to r••,np, 1•DA-2 rer .a ro•r. pl•ae p•.Itlen.. A w% i [ •• v . Or..lnp or <•wr P•pe laa,n• an,t •r••lrp,olro,e•a •• •<e•pt•roo of profa..lon•l .n,lnMrinp ^ 1' I 6uiltlinpCompomnl•GFDup na r..pen„e,l,Lr .slay rer tro •.•,•„ a,e.,,. ,ro ..a.•,lay .ro +• of tnl...,1, f•r .ny . r •• 1 ,.•• t1OUR. FAC. 1.25 FROM RF OTIandDFL 32937 IT ret=t, ml 9. of tro Roll.ln,tDe„pner p.r ANs/T 1 1 Soe 3...... w `Tnl •••..q.••• FLCOA/10278 ' ec `.:.rot;;.w°o G'n..cc:...., .. e•.•.: T I apin,a •r•. neA:`•...•x,n..Lry.ea. " _Lr/OAIAL rGN' ., $PACING 24.0" JREF- lUZF408_Z11 THIS DOG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. vlca-/mVV L. IJJf-JL.VII LTCJI -- of uMPiVGrvIH - W J 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 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) Lci -o-oJ 5-0-0 Over 3 Supports '1 R=263 U=19 W=B" (8" min.) RL=66/-25 139 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 TIC DL=4.2 psf, wind BC DL=5.0 psf. GCpi(t/-)=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. " m .) 2-1 -3 R=90 U=0 (1.5" min B-0-0 PLT TYP . Wave Design Cr i t : FB T RT=20% O% % 0 0 STD) Y:2 FL/-/6/-/-/R/- Scale=.5"/Ft. rARNiNc BEAD AND FOLLOB ALL NOTES On THIS SIIEETI TC LL 20.0 PSF ••IMPORTANT•• FURBISH THIS BES1011 TO ALL COBTBACTOSS INCLUDING INSTALLERS .• : REF R408 - - 36656 rolls. [n• a ...L,en or SCSI a,. 1 e , S n.pP.n•, a•Il.n• •n. or.e..y.INICI ..P •....na S.r.ay Inf.r••L.m..y T I ..,. nEA>.r.yT p•708 TC DL 7.0 PSF DATE 09/06/13P..e ale•, P'..ra— ,*.......0 1-- funet,on, Inatallor, sn• , P,...•.a••por•rY . I:: SI RUo... —I- LaP .n.,. Pr «;., ' .. ,Lr.LL.r•, ""°;`,;; •.. mLBC DL 10.0 PSF DRW HCUSR408 13249270n•11 Nvo • : r.P•r,n •a"eM• r.•,0 Loop.. L an..n lfor Porun•n[ • • 1 raa [;g. • n•11 MM .r ...9 . •a. A ,o, KS. af•e[ • 63. B7 or B10 .a •pp,. -1. • • ALP I NE ITO w.l..np C.R.n.na. Gra.P lea (ITInCB) .na1 as m r.,Pm>..,..•r ..y mv1.L,m rr [n.a ' s BC LL 0.0 PSF HC-ENG WHK/WHK a.y n.l r u. an• a Naa m eonr.rune..rtn ANSI/rPl 1..r for n•n. nrq. •nlppl.q, .n a S AT OratingofLr. APPIY PI•n, LP ••en r• Of Lr..•• .n. Pe•lua. •> ,I...n .m.• ••a .n [nG S D.[.. L, un,.., n.[.• •[ter..,.. R.f•r ......... 1a0A4 r., , ,,..r. p,.L. p..,a.e.., A s' t. ,. . TOT. LD. 37.0 PSF SEQN- 522236 I BnlldJnp Compon•nb Getup ne. r•..np « ..or ,o r« 1:: e.•> r.w. .n...La. •PPw[.=`or Pr.r.n..en., ..8..».r...P r n ` •s `~C P...,.•., y ,. y ,..., Tn. L.•.I.Ly .,. •r L a . Q. or •ny . ,Q •. .• `i DUR . FAC . 1.25 FROM RF Orlando F 32837 an. r..Po,...l IIy .r an• 8...... p[D.•.pn•r wr ANSI/TPI 1 S•L,2 for . .r•.L,en , `7., ••• ••• L p..r. • P•p•. In.DCG .•[p..a.: TPI• ... [P,n>L.erp: Siu .•.,ns .Lry . ••.... FL COA NO 279 ICC:.:.°Dec,•r• B • S/pAu aI (GN L,, ' SPAC I NG 24 .0„ JREF- 1 UZF408_Zl l THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. t 0IL0-/IRVUCL IODI -OI.VI l VVCOI -- CIO VXKUCwIX - 1.J9 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. 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) = 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 OL=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=65 U=22 (115'-%I .) 9-6-11 8-8-14 R=53 U=0 (1.577011 n. 8-0-0 L__1 -0-0.j 0-0 Over 3 Supports R=195 U=20 W=8" (8" min.) RL=48/-24 uNhnE>,n1ry n PLT TYP . Wave Design Cr i t : FBC201ORes/TPI-2007 0 0 (STD) P`1 Re H• /r,pny''%,, TY:4 FL/-/6/-/-/R/- Scale=.5"/Ft. WARNING•• READ AND FOLLOW ALL NOTES ON THIS SHEETI • • 'i. TC LL 20.0 PSF "INMTANT•• FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS et • REF R408 - - 36657 true requ v A-— Car• .n r•erm•UnD Nn•U„•, , pp, ne er, fo ne•'tM ut• c talon of SCSI IW Ua, t ^ R. ,mun,,.p • mnD, fb ne eAIen S.I.ty Inre,..uoe. y T.I •ne WTCA> ..r:y 7 o8 = TC DL 7.0 PSF DATE 09/06/1 3 pr•etl.•• prler'to p•rferelnR tMee Iunpt.en In•[•Il•re fn• „ prov,ee tIwge ry er•.I..p SCSI: 0• I Yam/ Un,•e netw otner+.w top .nere >M,1 n•w'prop•rly •[t•.n•a e[ru.[ur•1 ens nlnp •„e toSt,• ne,Rl w u'n.... prep.r,Y • n.• 119.e ..-no. Lee•t,ee• ,l.e.n rer pe...n.nt '•t• , r..v r r6se BC DL 10.0 PSF DRW HCUSR408 13249284 n , Nve er•..M lnu•nee p•r RCS. A t — R]. RT er 610. •, •pp,le•e,e t i ALPINEITR R .....9 Ce•pe..ent, G,eep lee. (ITWCG) net pe ,.•pm,.e,. rer .ny mul.elen rr enl. lan = BC LL 0.0 PSF HC - ENG WHK/WHK ny b„ur• [e pal0 tn. t u•• In e ferone• •Itn ANS"T 1 ,, er rer NMnnR. •nlppinp. 1 aK,n, of er .•.,. App,`-,a., to ...n I•ce .I ere„ .ne pe,"lee •, .ee ..ne en t 'y0 TOT. LD. 37.0 PSFt.. ..n,.,, net.. ,.. R.r.r to er.., q, ,eoA-T re .ne•re pla. pe,lUen,. A ( I SEQN - 522159 1 9ulldinp CDmponsnb Group ne. er»•ro pu t'.eww n.e` eO., er..nR. .ne..ae`s«eit .nave e e oer`^e ona anR•n••rinR . ` ••• v r•AI ,, r r ..w , ,n. ,,. . y r e..len rer .ny , . OUR. FAC . 1.25 FROM RF Orlando FL 32837 peer•,pm•'elutr e nn. Rules RtD..,a .. p.r ANSvtpl , S•e z.0 Fx . lnnr..[.en v tI. j P•R•: RCG , seeR•ea: T I: •w tplm ,9- RCA: ••• ••elMuury a 1 l N•n•R•• ,,a* FLCOA NO278 Ice...."' AAr• e 9 ilA 1 n rcN r+' SPAC I NG 24.0" JREF- 1 UZF408_Z11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. b1Z3-/M0UEL 1357 -SCUTT WE5T -- 63 GARDENIA - CJ3 ) Top chord 2x4 SP_#2_Dense_13B Bot chord 2x4 SP_M2_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. 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) _ i-0-0;J 0-0 Over 3 Supports R=193 U=18 W=8" (8" min.) RL=44 139 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. 9-6-11 R=64 U=20 (1.5' mi .) 1- 1I - 3 L 8-0-0 R=51 U=0 (1.5" min* Design Cr i t: FBC201ORes/TP I -2007 (STD) PAR H• f PLT TYP. Wave FT/RT=20%(0%)/10(0) Q / TY:2 FL/-/6/-/-/R/- Scale=.5"/Ft. WARNING** READ AND FOLL08 ALL NOICS ON 7NIS SNEM • • TC LL 2O . O PSF "INPOR7ANr" FORRISN IN IS DESIGN 70 ALL CONIRAC700S INCLUDING INSTALLERS. jj i ; - REF R408 - - 36658 7 r,,..a. ree.,re •.trer o•ra ,n r t„q, n.,r„n0. prer„•. n. ,.am.r SCSI Cege„t S.ra.ny,ppn„& e,— by L•,In .a,u •alnRA> e.0KSI prR•u1mwr •r.AM O. 08 + .r= TC DL 7. 0 PSF DATE 09/06/13 la 1•ss no e,Irr-,fe. top a r• .n• w properly .t •erw .,..•, ,ne ...no •n• m rRS .'- m.II °: p.........en.• r,R,e Leea,m,`. em rer truepe.e. * BC DL10.0 PSF DRW HCUSR408 13249271 s,ul1 n•v • r•e l,q ...-1&0 p•r KS. ,atoms R] 1117 or 810 •..pp,I...... tr ALPINE IT. 0. 1,• CbIN—.. Gle Im. (ITVKG) .n,,, nat m r.,pens,e,. rer my e..l.,,m rr n, = BC LL 0.0 PSF HC - ENG WHK/WHK ny b„ura to eu,1a tn. t ..s ,n emfbYne• otn AN51/7, ,. or rer NronnO. mlp.Irq, , A S AT 0 er.e,nRApplrrpl•,•. ,e .. en.,,e.,..•e,,..ee m t 'Mou ; Q` i TOT. LD. 37.0 PSF 0 ...... .n...;•i,otmetn.r.,... R.rer to r..,nR.`,ROA-: re. a.,,a.ra p,a. A.I . A SEQN- 522233 ar.., o ar aa p•w ,,.,,M ,n,.r.• nc.a,na,ea...eeity e:a oeft i"a.., ,n»_yy°.L R. •. . DUR. FAC. 1.25 FROM RF I Efulftl)npCompononnGroup ne. „pm„,,,,t rar t se., i,r.0 t.e,Ilt r , rer • rr re+penslel „ty or tM Ru,la,,,R Dw,Orrr per AMSI/t I I S•e.R • For r ,nrerrtlm .ee: 7n •.••R•I .RR.• OFlandoFL 32837 R..r , p.w. In-Kc ....,t eo.em: In ... twa.t arR. nCA w:..aelne.f,r FL Con NO278 ICC: o-M`oc•.•Ie.ery y'"e` W.- inowt F - SPACING 24.0" JREF- lUZF408_Zll THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR 6lL3-/MODEL 1357 -SCOTT WEST -- 63 GARDENIA - EJ3 ) Top chord 2x4 SP_#2_Dense_13B Bot chord 2x4 SP #2 Dense 13B Lumber grades designated with "1311" 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 ) _ 139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC 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. 6-11 R=64 U=20 (1.5' mi . 1-1)-3 8-0-0 R=51 U=0 (1.5" min. Lci -0-%.1 0-0 Over 3 Supports R=193 U=18 W=8" (8" min.) RL=44xl)unn)tsarrrr a Design Cr i t : FBC201 ORes/TP I -2007 (STD) tP , P;.• H ;• k y •, PLT TYP. Wave FT/RT=20%(0%)/10(0) dl a ,Y:2 FL/-/6/-/-/R/- Scale=.5"/Ft. WARNING•• HEAD AND EOLLD• All NOTES aN M15 SNEE71 141 •TC LL 20 . 0 PSF REF R408 - - 36659IYPOATN/7•• FURNISH iN15 DESIGN i0 ALL LLONALLN INCLUDING INSTALLERS. le, i ru+••. rep,•'t •.crw e•r• .n f........ MMI.n° >n lPp.n., Imc..... .M ...... t r.l le. n. wlt..n er NMI (8—.1., CeRI—. S.r.lr Inr.r•.LIo•, e, 7P1 • VTCA) 1::r.t O. 708 1 = TC DL 7.0 PSF DATE 09/06/13 Pr•etle•f Pr ler t• p•r ro ,n° LM.• fun<t.on+ Imt•II•r• WII w«.a t•ipor•ry a .9 KSJ 1«+ set etn.r•1>.. cK nwa wn n... preP.rlr •c ears •Lr..eter.l .1..'c`b.P .... X. BC DL 10.0 PSF DRW NCUSR408 13249263n•we: prep•rry r °lee ..n0. Lec.t .on. •r.o.n for p•ru,..,.t • e I re• r •d> ; 1 h- .r•U,q 4n 111e. per KSI e•<uen> q, e7 .r DID. •• •pp u<•D4 ALPINE 1,. eel l•I,y te,p.nel Grew In<. (IT•1CG) — net a r••P.n•.el• for •e• 1— fr tn,• . BC LL 0.0 PSF HC-ENG WHK/WHK My fH Wr• t0 eV 1l. LM tfo.+ 1. <mreron<• ..to ANSII.. 1. .r r.r 1.•I.ell:q, fnIPPlnp. In 1. "°a S AT O er.e ..e er tree+.. APPIy plot,, t. e. n r.<• or t—, •,.. Po•It.ee •..ne...eew .m t • TOT . LD . 37 . 0 PSF QD.UII•, unb•. net.. •tn.ror Rotor to Or.o^°> I.DA•S for .unO.r. p,.te ,,o•It—."'A .e- I . • t, - SE N— 522227 Or «Inp er a«er Wee U•u n° tnu p, .n..uu+ •«rot.nee er yr•I.—000. .neer.np • ' er v SS1auirdinpComponentsGroupnee ,..Py,,,P,1ay .slay rer tm Mslpn .I...n. ins wa.e.lay .,,. .. or .... •e.Iv. r« .nr . r ••: i.• ` DUR. FAC. 1.25 FROM RF LM r••porl•,el utr er tM e..1.,ne Dea y.•r Per ANSViPI , 5•e.T " Fer Inroruuon •••• `inl. '•.•n•• Orlando FL. IICC.`:w..«:.f:e"eKc ... °'"`iPl ...LP.^•`ore,n[A':..,.<In..+tr 4 l cNN SPACING 24.0" JREF- lUZF408 Zll THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS NFR. b1Z3-/MUUtL 130/ -bl;Ul I WL51 -- W UAKULNIA - MJ3 Top chord 2x4 SP_N2_Dense_13B Bot chord 2x4 SP_N2_Dense_13B Lumber grades designated with "1313" 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 OL=4 2 psf, wind BC DL=5.0 psf. GCpI(t/-)=0.18 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. i 0-4-3 F 2X4(A1) _ 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 lb 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=2 (1.5" min 9-6-6 1-9 14 8-0-0 R=71 U=0 (1.5" min L-1-5-12-J 4-2-3 Over 3 Supports R=153 U=35 W=10.564" (10.564" min.) Innlmwrun/" Design Cr i t: FBC201ORes/TP I -2007 (STD) ,.••••••••.. "-g PLT TYP. Wave FT/RT=20%(0%)/10(0)! L :1 FL/-/6/-/-/R/- Scale=.5"/Ft. WARNING" READ AND FOLLOW ALL ND7ES ON THIS SHEET( • 'E TC LL 20.0 PSF REF R408 - - 36660INFORUNT•• FURNISH THIS OESIGN TO All CONTRACTORS INCLUDING INSTALLERS Tre•w• r.•...r...tr•••.... ........... M. no 1 hg. ,Pp..q. IMta lln, .ro ra,., R p DL 7.0 PSF DATE 09/06/13rono• tro •< whim It BUI (w, m,q Co poem S•roty lnreroum. by TPI 7rtCA) ro ••r•tyto 0. 708 Z pr•et.e•• pr.er to p•-or•,ne trove n•.ot.m• f•>un•r• w 1 pr•ao to or•ry br•c U.p SCSI. S p .- -1. - p,-r., " "• - •`r r.. " n'n• ; eey E BC DL 10.0 PSF DRW HCUSR408 13249265wu'n• • properly . nor rae.. a M,q Lec•t.m•` or p•r••r,we ut• 1 > r. ei.e•. • n•t1 n•.e er•..•R .n•uuw p•r Bess -6- n. e7 or RIO. as ow-obl•. • ALPINE ITR Is.....9 Ceopm.n . Creup I- (I=I.) rot ro r..p.n..b1. r.r •ny ..o. rre. .. yRa S AT 0 : Q` ' BC LL 0.0 PSF HC - ENG WHK/WHK ny r..l1.r. to b.,11. tn: tr.„ ,n tmrer..nce ..tH ANSI,TpI •er r ro1,nR. >n.pp.nR.. 1 PIs tv s TOT. LD. 37.0 PSF SEQN- 522230w ,np eI cru• • Apply p1•t•. to e• n r•t• or t u•• •ro >rom •O.w •ro m 0.t•11 •. unl•w rotor Ot ror•... R•Iartto •.,np•r 1604•2 Ier •l.ro.r0 p1.t• po.1[lon> A w• e• 7160ding com onena Irmoup. •r...np er rover p.e• 1•t. Oe...r. np. w.t. ..t..pt.. ' ofn .. Qe. "01"nyR••.. •e.• P ••pm•.e.uty .. y rer t ,ro tw.l.ty rer .. G OUR. FAC. 1 .25 FROM RF Orlando FL 32837 en. .>pmueu.ty or tro S n Ine De..pner For ANSv7n 1 sa 2 For b . lnrerrom v `Tn. ' 1 r t«•p•w. In.ecG t.bte.t..: T/I: •...tp.n• ,, MICA• ....•bbHbu•try • "• SS pN AI. FN SPACING 24.0 " J RE F - l UZF408 Z 1 1FLcon #0 Ylli • ..__ N a/n nn 1 _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. b1ZJ-/1000GL 73b/ -JGUII WGbl -- b3 GAHUGNIA - UJI Top chord 2x4 SP_#2_Dense_13B Bot chord 2x4 SP_N2_Dense_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. Provide 2 ) 16d common nails 0.162x3.5 toe nailed at Top chord. Provide 2 ) 16d common nails 0.162"x3.5" , toe nailed at Bot chord. 6-11 R=-14 Rw=12 41-*5. min.) 8-0-0 R=11 Rw=12 U=4 (1. min.) i-0-0--J 1-0-0 v r 3 S pports R=150 U=25 W=8" (8" min.) RL=22 139 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. H Design Cr i t : FBC2010Res/TP I -2007 (STD) P.••••••••. PLT TYP. Wave FT/RT=20%(0%)/10(0) `ll • :4 FL/-/6/-/-/R/- Scale=.5"/Ft. WARNING'* REM AND FOLLOW ALL NOTES ON THIS SHEETI IMPORTANT" FURNISH THIS OESICII TO ALL CONTRACTORS INCLUDING INSTALLERS. • TC LL 20 . 0 PSF REF R408 - - 3666 1 Trw r.•u,r.. t„q rorol,np. Ity 1 n•. ,n>— by ero p IFTCA. R to I T,e Pon o. .+a .ac,o,. ot`:aI w.a ,q Co•I,onent S.rfty Inror.•uen. by T, .ne .TEA, r ..,ayN t,ee~Pr,er rurot Inft•Ilerf 4. 708 1 DL 7.0 PSF DATE 09/06/13 pree ,e p.rfor.I,q t v ,onf fn.Il I-- ,..porery pr•elnpJKSI. • wII n•,.e • : eroe r,•,e ~no. L«•a ,en>.I.e.n rer ;.aer.I refarf.,p BC DL 10.0 PSF DRW Ncuse4oB 13249286p,fperly PwunsntWCSIYet,enf HC-ENG WHK/WHK W1 rov. •r•c In° Inf-1- Per 3. •7 er •,O. •f •p O—b— ALPINE rot ro rInw.Ie,no ep e.,.na+ c.eup Ins. (ITWWCc, w , .+pen„pI. For .ny e.•Lum rre0 ' BC LL 0.0 PSF Ile tre,.,neenre...,.e..,tnANSLTPI ,.erfer n.roll,q. >nlppin°. I• A F r tru •. Apply PI•tes to seen flee of troll ref psf lt,On N f110en 1 ep.•e TOT.LD. 37.0 PSF26ild1n, unl.f — e,rore „e R.Ier to f.,,qf TWA-2 fer +,•ne.re pl . pof ltlonf. A feel ro,e.a.. SEQN- 522224 DUR . FAC . 1.25 FROM RFCOmpon•nts Group nG. Orlando FL, 32837FLCoF , 283 In° er ea I,f,,,q tn,, e,.., q A—",.ne. f pre,ef,lon.I .n•,n..rl q p,,,,y ,.,,,y rer aro •.+,•n Tro w.,.p.I „y .,.e .. or a . e.+lv, For .ny . rue, tro ra,pm,lpulty of aro WmIO„q O.u•ro, ,A, AxSi/m I See.2.0 I— mf.r::,Im+ ro ` inlf J re--ne •%-°•.%°In-WEc.... ,`.pe•.`e.' TPI `P.n,`.e`°` Nru ro ° , p`I a f"' ` eO' f' i •' u.• s'S QNAL '` N` 9/06/201 SPACING 24.0" JREF- lUZF408 Z11 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS { DIMENSIONS) SUBMITTED BY TRUSS MFR. 6123-/MODEL 1357 -SCOTT WEST -- 63 GARDENIA - CJ2 ) 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 Wind loads and reactions based on MWFRS with additional CSC member design. Bottom chord checked for 10.00 psf non -concurrent live load. Shim all supports to solid bearing. 6 3 79 2X4(A5R) = 8-6-11 R=-13 Rw=10 QrA51 5" min.) R=-9 Rw=9 U=4_Vu i IIIT. f Special loads Lumber Our.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, 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 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"x3.5"), toe nailed at Bot chord. i - 0-%-j 1- 0-0 v r 3 S pports R= 138 U=27 W=8" (8" min.) RL= 22 gwunlul„ emu Design Cr i t : FBC201ORes/TP I -2007 (STD) ,(I " ..e.•.' /r,',%•,, PLT TYP. Wave FT/RT=20%(O%)/10(0) • / TY:4 FL/ IDARNINC•' READ AND FOLLOW ALL NOTES ON THIS SHEETI • TC LL 20.0 PSF IMPORTANT" FURNISH THIS DESIGN 10 ALL CONTRACTORS INCLUDING INSTALLERS.ar •• • • ,` Tru>+o• requ,re utre•e ur• to ber'e•u,q. n•n•I`Iq. ,n,pP1n,. tn,uul,p .rb erw llp r t m • rm 1•. t1.e I — It er SCSI (De. e1e, Ceyeen S•retr IMo,•.0 by TPI ••e NTCA) .. %q T + : TC DL 7.0 PSF Pr •ct, c•• PI,er wto P.r ror•„q ae•>• runct,oe,. In,t•11•r> , 1 Pr te•..r•rr a c1n, DCSI. 0. ! OS 1b,.— — ettwro l.0 top e1o,0 ,N• H Prefer lr At . — uet.rA. >M•..,np •1r Mt IwD Properly . •. e ,,,1.. L•t•t1oe,`,nw• ; Per..•.ea La.r.1 r„t BC DL 1 0.0 PSF I n ve D1111 , 1n•one. p , DCSI 1 — 03. D1 or RID 111o.PPI,e.•I• ` • ALPINE-- --- IT.-De..... , tayene G,e I— (ITrRCG) •P. rot .e s+eee>,ma for ..y e.vl.ue. rr tn1• •IDO S AT O BC LL 0.0 PSF y n.wr• a wua t1.e t ..,. 1• cmrerua• .an1ANSI/1 IrT. or r•r n.lwun, TOT. L.D. 37.0 PSF e1n, er aru»•• ApP1y`PI•t•• to ••ee r.e• er tru•. •,.• po•It,on .. >Irw. •ee.r• A. •n t , D• t•,1,, en1a,• notes o r•1.e. br•r ae er•.,,q, IDOA•2 For • ee.ra H•t• pmlu on> A .QI NA Or••,n, or cover P•,e I:re1e, —. er••„q, 1ne,uta, •eeopul,e• of prof•b1mH e..,11».r1,., ' • •• ` OUR. FAC. 1.25 71BUdingCompomnbGroupne. re.Pe•>1e111ar >elmy rer tm ae,I,n •I.e... THO •e,t•O11,t1 A" .e er t • Y•.Iv. r•r •er • . •• Orlando FL. 32837 r P•n>,e11,tr er tro IA,Ie1n, a>„eer P•r AMSI/TPI I s.e.¢ For ro lnrer..a1M `Tm d6' •••......•. w\ FLCOAl10278 ICC: •••,,eeyw,.,oln•Iee:....,a.x,.ee.: Tn ....tP, ,t.e,,: MIu• .....eelee arr a A._ S/AI IAl r\_ SPACING 24.0" Scale=. 5"/Ft. REF R408-- 36662 DATE 09/06/13 DRW HCUSR408 13249282 HC- ENG WHK/WHK SEQN- 522156 FROM RF JREF- lUZF408_Zll Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or 120 elpi, Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C. Kzt = 100 Dr I?0 riph wind Spud, IS' mean Height, Enclosed. E•posure U, r.zt = 100 11, IU0 mpl+ Wind .speed, 15' Mean He,oht, Partiolly r_nclosed, Exposure D. Kzt = 100 n c 1 I Goble I`J O v- lI 4 Brace Ver t,col Species) No Brace's 1) 1.4 'L' Brace Group A Group B 7' 3' _7 7__ 6' I'- -I _7• V _ 7_?__ 7' S' ttII' 7' S' l n 7' 7' 7 3_' 7 7- S II' 6_4' 1) 2,.4 'L' Brace 2) 2.4 'LBrace • • 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 P F L r r f 02 _ 03 Stud _ Stondord 4• 3• 4' 1- _ 4' i'__ w r B_7_ 8: I - 8. 6_ 8" 6' 8' fl' 9' 11, 8• 10, R' 10• 8' 10, 9' 0' 10, 3' 10' 8' 13' 6' 14' 0' 14' 0' 14' 0' 10, 1' I 10, 1' 10' 6' 13' 4• 10' 14' 0' 14. 0' 10' 6' 13. 4' 13. 12, 10' 14' 0' 14' 0' 10• 1' 10' 6'_ 13' 4• 13, 10, 14' 0' 14' 0' P r D I_ L 41 4 • 4' - 10' 3' 10, 8' 13' 7' 14 • 0' 14' 0' 14' 0' 92 _ N 3 I 3 4' 1' 8' 7' 7' 11' 6'_11, 3' S' 10, 3' 10' 8' 13, 6' 14' 0' 14' 0' 14' 0' 10' I' 10' 6' 12' S' 13" 3' 14. 0' 14' 0' S lud 4. 1' 5' 11' 6' 4' - 7' 11' - 9' 5' 10, 1' 10, 6' 12' 5' 13, 3' 14' 0' 14' 0' O r-' r— Stanclord 3" 1r S' 2' - 5' 51— 6' 10' 7• 4' 9' 3' 9' H, 10, 9' 11' 6' 14' 0' 14' 0' U 111 / 112 4' 11' 8' 4, B' 9' 9. 10, 10. 3' Ir 8' 12. 2' 14, 0' 14' 0' 14' 0' 14' 0' 1 U IS, I I H F tt3 4. 8' 8. 1• 8' 8' 9. 9' 10. 1' I1' 7' 12, 1' 14, 0' 14' 0' 14, 0' 14' 0' Stud 4' 8- 8. 2' 9' 6' 91 B' 10. 1' II' 7' 12. 1' 14' 0' 14' 0' 14, 0' 14' 0' ill 0— Stondord 4' B' 8' 2' 8" 6' B' 10, 1' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' 111 5' 0' 8" 5' 8" 8' 9' 9' H, 10' 3' Ir 9, 12, 3' 14' 0' 14' 0' 14' 0' 14. 0' P fl 2 4' 11' 8" 4• 8' 8' 9' 10, 10' 3' IV 8' 12, 2' 14. 0' 14' 0' 14' 0' 14' 0' DF 113 A• B' 7' 3' 7. 9' 9' 8' 10' I' 11' 7' 12' 1' 14. 0' 14' 0' 14' 0' 14' 0' r? LS tuN 4' 8' 7' 3' G. J. - 7' 9' _ 6' 9' 9' 8' 10' I' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Stondord 4' 9' 8' 5' 9' II' 11' 4' 12' 1' 13' 2' 14' 0' 14' 0' 14' 0' fl L3 X U O 1 r f f H I- I R25' 5' 9' 2' 9' 6' 10, 10' 11' 3' IV 8' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' 0III 3511' 9' 0' 9' 4' 10' 9' Il' 1- 12' 9- 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' S tud 5' 1' 9' o' 9' 4' 10, 8' II' 1' 12' 9' 13, 3' 14' 0' 14' 0' 14. 0' 14' 0' Stondord 5' V 9. 0' 9' 4' 10. 8' IV 1' 12. 9' 13. 3' 14' 0' 14' 0' 14' 0' 14' 0' 111 5' 6' 9' 3' 9' 7' 10' 11' It' 4' 12, ]1, 13' 6' 14' 0' 14' 0' 14' 0' 14, 0' C' S P 42 5' 5' 9' 2' _1 9' 6— 10' 10' H, 3' 12' 11' 13, 5' 14' 0' 14, 0' 14. 0' 14. 0' Cu ll F L 03 4' 8' 11' 10' 8' 11' V 12' 9' I3' 3' 14' 0' 14' 0' 14' 0- 14' 0' Stud 5' 1' 8' 4' fl' II' 10' 8' IV 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' O' Stondord 5' 1' 7' 3' 7' 9' 9' 8' 10' 4' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' y r. About, Dole truss Nogonol brace option ver t, col length soy be T doubled when ( 4ogonol 19' f brore it L" used cooganpl U.'OCe for,- 450# aSDa ofea, h end Mo• web Brace tut., I•• ngth ,s 14• f; :l• j 2. 4 or -I P2 ar Vrr uCal length shown bpltr: ,tayanol brace, bn le i 0T18' n table above 11 or• double Lul 145' as shown) at B upper end Cunriect cbogonal at - , , , , ' mopcont or vpr ti[ol web Peter to chor t ob WAPHING'•• LOAD AND InL10W A'L %01[: 04 IHIS ['PAVING' IMPDPiAN1•• rUPN11H 1111i DRAYIN ID Ali CDNIRAL104S INCLUDING WE IN,IALLCRS T•rY r. tie— C.... n fo—Coung, ntirch-1, •,tipping, •rutoll.,,ji ono broC.ng Peff4to 111T[V ftoles, ed 1-1 or BC11 IN dd.,,) (.monist Sofrty kda,no b>IPIandA)octi[es pro, to per for..ng thesefunctions I.—Il rs shop prY lr I—p-OrybraciU',ess noled0thrr.,ar, _P chord aholl I,— jt, prrly ott.ChrdChard fholl helpoprOlMrlyottochrd / i, ceding Loge: c shown fix prrronrnt to ilr at •Stroof .ros snaphonebrOGng •nl lolled err BCCI sec tons B3B7 or BID, os OpplcoWe Aopy I, .' Ch toff of Ir-S eno O."t On et then above erxf On the ji ni Det.a., _.ess --.to of rr_ SmIding COIIIponentt Group Inc Refer to it,a—gs 16OA-I for siondord plote poi.ton•, I1V 006'' g Components Groso I- h011 not be 1-fie,for any clpv;e lion iron lh.t dri n/1 f.A l0 ZOO lhv t"ni, .n con(o'--e ..th ANSI/Ipl 1, o for bndl•ng, fitipfxnq, r,f tello tic l bracing of trusses n soot on tn; dro.rg or canoe deg, labng tac aro.ng, ndeetes occep or profeasorol tngnrrr•" g rrsponAA,Any .dHy to, U.r drsgn sho.n the fweatity and s! die. ng (Or any -1—t—V ,•S the ,enp—bAny of the Budd.n1, Dls.gner per ANSI/t Pi 1 SVC2 EarthG1y, MO 83045 fit, norr. ! ,nforretwh sip0 th,t job's general notes pogo ew u.psp ..b tips 11WBCG ....t.btgcon, to, ... tpnft erg, V1C4 ..abnndus try a•g; ICC ... cc r—a S ram_ length i Bracing Group Species and Grades: Group A: S ruCe-Pine- Fir Hen-r.r jai/ a2 Stondord me Stud p3 Stud 03 Stondord Doutios fir-Lorch Southern Pine ... a3 a3 Stud Stud Standard 1 4 Group B. Hen - fir al 6 Btr al Dou las Fv- Larch Southern Pine... MI MI P2 a2 1. 4 Deoces sholl be SRD (Stress -noted Board) For Ix4 SO. Pine use only Industriol :,5 or Industrial 45 SleeSt- Rated Boards Group B11 values noy beusedwiththeserodP6GableTrussDetoil Notes: Wind Load deflection Criterion ,s L/240. Provide uplift Connections for 55 elf over Continuous bearing (5 psf TC Dead Load). Goble end supports load fron 4' O' OutlOOliers with 2' 0' overhang, or 12' plywood overhang. So Pine lumber design values based on the ALSO January, 2012 rulin Attach 'L' braces with 10d (0.128'3.0' nin) soils. For (1) 'L' brace, space noils of 2' oc in I a ' end zones and 4' oc between zones For (2) 'L' braces, space soils of 3' o.c. in 18' end zones and 6' o.c. between zones L' beo Cing must be a r.ninum of 80"/. of web member length Goble Vertical Plate Sizes Vertical Len th No Splice Refer to co„ non truss design for peak, splice, and heel plotes Peter to the Building Designer For conditions not addressed by this detail. REF ASCE7-10- GAB) 4015 DATE 2114112 DRWG A14015ENC100212 Less than 4. 0' 1%4 or 2%3 Gr@Ol@r then A' 0', but less than II' 6' 25%4 Greo ther than II' 6' MAX. TOT. LD 60 PSF MAX. SPACING 24. 0' 1' Reinforcing Member Gabe Truss Gable Dc_ -i,ctil For Lei. -in Vc-1^ticals Goble Truss Plote Sizes ppropriate I1W gable detail for e sizes for verl.col studs Engineered truss design ror peck, b, and heel plates vertical plotes overtop, use o to that covers the total area OF lopped plate,, to span the web 2x4 2X4 *2X8 Yrovicle connections for uplift Specified on the engineered truss design. Attach each '1' rein! arcing member with Cnd Driven Nails: lad Common (0.148'x 3.',min) Nails of 4' O.C. plus 41 moils in the lop Ond bottom chords. Toeno.led No.ls: IOCT Common (0.148'x3',min) Toenails at 4' oc. plus 4) toenails in the top ontl bottom chords This delo.l to be used with the appropriate ITW gable detoil for ASCE wind load ASCE 7-98 Goble Detol Drowings A13015980109, A12015980109, A110)5980109, A10015980109, A13030980109, A12030980109, A1103098010% A100309SO109 Ascr 7-02 Gable Detail Drowings A13015020109, A12015020109, A11015020109, A10015020109, A14015020109, A13030020109. A12030020109, A11030020109, A10030020109, A14030020109 ASCE 7-05 Goble Detoil Drawings A13015050109, A12015050109, A11015050109. A10015050109, A14015050109, A13030050109, A12030050109, A11030050109, A10030050109, A14030050109 ASCE 7-10 Goble Detail Drawings A11515ENC100212, A12015ENC100212, A1401SENC100212, A16015ENC100212, A18015ENC100212, A20015ENC100212. A20015END100212, A20015PCD100212, A11530ENC100212, A12030ENC100212. A14030ENC100212. /f^'^rNC100212, 11g11141pn18030CNC100212, A20030CNCIOD212. A20030CNaD [ A20^N?'Ir<<!Ny^12 See oppropriote ITW gable detail for mo,.num Are\ d 0i a length T' Reinforcement Attachment Detoil 1' Reinforcing '1' Reinforcing Member Member loe-noil - 0, - Cnd-nc.l to convert From 'L' to '1' reinforcing members, multiply 'T' increase by length (based on oppropriote ITW gable detoil). Maximum allowable "T' reinforced gable vertical length is 14' from top to bottom chord. 1' reinforcing member material must notch size, specie, and grode of the 'L' reinforcing member deb Length Increase w/ 'T' Broce Example: ASCE 7-10 Wind Speed = 120 mph Mean Root Height = 30 ft, Kzt = 100 Goble Vertical = 24'oc. SP e3 1' Reinforcing Member Size = 2,4 7• Brace Increase (From Above) = 30% = 130 1) 2,t4 'L' grace Length = B' 7' Maximum '1' Reinforced Goble vertical Length 130 x 8' 7' = 11' 2' 1" Reinf. Mbr Size T' Increase 2x4 30 2x6 20 WMN1116•• READ AND rOLLOW ALL NOTES ON IM!, DPAWING, INPOPIANI•• fUPNIv. INIT D4AVING TO ALL CON! CAC ID4S IN[LUUIiIG 114: INSTALLERS G 7J frf REF LET -IN VERT ri,urf rr°i.re r•lr,•nr tare .n fobnco limp, ro,ahrq, shrnrng, mstabng and brobng Pefet to . y DATE 2/16/12fatla. th! la left rd,lU of SCSI ,Buid,,V Conponrnl Safely Inform lien, by IPI and WICA) f fefr•/ proct,trz o,'e l0 perfariwng these f.,,cl,ons Ina toners shall provar t-por ry brocing SCSI• Or 7 81111TIYUnlessnotedOtherwise, top Chord Shall have property ottocned steno-°l shrolnng and Ct,- • s DRWG GBLLETIN0212 trortl frou ro.e o properly enocnrd riptl [eil,np Loco irons sro.n for .xtrronent to viol sl wr; of webs Iron hove brodnll •na toped per BES) aKUans B3. B7 or BIO, IS Sppl;toble Apply t 1t 0• each rote of trvas oM posnipn as SM.n above and on the Jpnl Dl104>, unless -Tell of rwne. 1. e F Bmltling Colilpan•Mf Group Inc Pefer to draw ,T, 16OA•z (0, stanfbrd lxate po jn 0 S AT O = IIV Bufd'ng ConPonentS Group Inc Shall not bi• rrspon10A. for any deviation frah this dr, n/Ofare i Q = t r MAX. TAT LD 6U PSF' to bvAd the tri,sf •n Ca•ro••no•Ke w•th ANSWPI 1, or for ho-W6 sA nftanalt l • ng ng oeq• bred of lr ufsrs A fro. an liwf drawl ar Cover liws °clef, tl. ty vlvQ. Ill. of prof es, .r rntynrr then •ly 'b'.ly f.at he drf9n Smut Iiie fANSWlrly end iw O1 J••o.ng (Or Ony .-Cl.".0 turn ,f the rPapanf•bA ty O( the buAwng D!f•gnC•' per ANSI/1PI 1 $K? u DUR. FAC. ANY MAX. SPACINGE•nasly.Mo6304s for' re •nrorretioo ter This pb'z general Zes page _j Illrfr .Sb trlrS II VBCG- •u rtwbCa tan, IPh ... IWnst ors, V1cA- ... Lb[mdyt lry or0: Ice ... ctfeMr _ CG nu.(`..__ _. CtJ r CL-B WEB BRACE SUBSTITUTI N T-BRACING IHIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) R T - BRACE IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB L- BRACING: OR DPACING METHOD IS DESIRED. L-BRACE NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFICD CLB SHOWN ON SINGLE PLY SCALED DESIGNS 10 T-BRACING OR SCAB BRACING ALICPNAIIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOP MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 I ROW 2X4 1-2x4 2X3 OR 2x4 2 ROWS 2x6 2-2x4 2X6 1 POW 2x4 1-2X6 2x6 2 ROWS 2X6 2-2X4(•) 2Y.8 I ROW 2X6 I-2X8 2X8 2 ROWS 2X6 2-2X6(;1,) T-BRACE, L-BPACE AND SCAB BRACE 10 BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINCER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (I) SCAB TO EACH FACE OF WEB. APPLY TO EITHER SIDE OF WEB NARROW FACE. ATTACH W I I H 10d BOX OR GUN 0.128," 3',MIN) NAILS. AT 6' O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WI1H 10d BOX OR GUN 0)28'r 3',MIN) NAILS. AT 6' C. BRACE IS A MINIMUM 80% Or WEB MEMBER LENGTH READ Atilt QLLOV ALL NnICS (IN IHIS SICEI. 9L•VAPNING•• sSH agora e•trrnr care m (obr Kotr.g, haMLng, tMoprp, malolbn.g and bra ;nj Pefer ; ! o. BCSI (B..+omg Conponent Safety In(orrotwn, by IPI and V1CAI for safety prat t¢ra f per ro••wng he font twos Installers shall Pro.we tenywrery brac.ng per BCSI. Unless GG tl other.gr, top chyd hall rove properly attached Strt,cturol panels and bottan chard She Inve properly 0t10ched rgit CN n.g LocO:ion Shorn for perronMt le tarot rri train: of .lbi11 1.e broc:q rlstalW per BCSI sec tans B3 t B) Ter us pb's prnnol rous page for norr ornot INPDRIANI•• rURNISH Copy Or IHIS DESIGN 10 INSIALLA)ION CONIPACIOR. Itv Bww,q Conpo•xnts Crap 1•K•. tltvBCG> srou not ix. rrslwncsan !or any tlev.a ton fro ihill, Bullntlg Cam onenb Group Inc drSKY., any taster to w+d the vuss cir.forroncr .nth 1P1, or fobrooting, nenc. 1, snc ns tour.g It brounp of tr grad! 37/sS" It VBCG connector plates ore rooe of 20/18/IbGA wws/II Still aB/ bg (K/V/H,S) g01v steel Apply ISOteS t0 each face Of truss, f10Yt•Oned as Sh4n and on Jant De teas e A ".I on thus all— p or cover Page •ndcotrs acceptance and oe*(es%-onol ing nlfrv.g re Poo tdetyroethetryii [Onponrnt desgn sta.n the s ti,way end ..Sr or tM Conponrnt roe o the rrsponLb+•ty or the lled.ng Drsay.rr per ANSI/IPI I S!c P Eu1DGh. MO 83045 Itv-BCC ....l.bcgcon; IPh ... tl.nstcon, VICA ...9bbnp.%j1ycan, ICCI ... KCSafrarg I T- BRACE L-BRACE SCAB k ., r TC LL PSF REF TC DL PSF DATE 3 s nC DL PSF DRWG g BC LL PSF O TOT. L.D. PSF f•% 4Q F DUR. FAC. CNG SPACING CLB SUBST. 1/ 1/09 BRCLBSUB0109 PERMIT # a AWL 5rx 11,\'CAL L= G) i"v '.. I Product Approval Form Ad Is ZOO — Permit # P tlur_ . ,rL/ /C, I ICI IIII D IIIIIII IIIII I IIIII II ICI BUILDING D/VIS/ON Product approval information can be obtained at the following sources: httD://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) SWINGING MANUFACTURER MODEL # / SERIES DOORS S I FLORIDA APPROVAL # INCLUDE DECIMAL) IF APPLICABLE) N. FL' q ' DADEMIAN. /O.A. A. SLIDING PLY 011CM 5EF=16-5L- OVERHEAD aal 0000 SINGLE HUNG PEY 1 WINDOWS 56P165 - 7153 FL- '4 F- DOUBLE HUNG HORIZONTAL SLIDING CASEMENT FIXED P GE 56QIE PL- J 7 4 iQ SKYLIGHT MULLION ALUMINUM K A LTIi SOFFIT 91 L - 2 VINYL SHINGLES ROOFING I',L -50 6 - METAL TILE SINGLE PLY OTHER COMPONENTS SIDING Engineered Lumber, Hurricane Shutters, Lintels, etc. A/TELS L-07VS CoAl wv Ft f ZL4- 7- 1101 EAST FIRST STREET SANFORD FL 32771-1468 PHONE 1407) 665-7050 FAX (407) 665-7486 Florida Building Code Online r Page 1 of 4 i IN siness aa 1 1 1 - Florida Department! eos Homo : Log In user Regisbatlon ; "at Topra : submit surdwge sloe a Faa6 Publication NBC sMf SOS sae no : Links . search 6usines(') Product ApprovalProfessionalQUses: Public User Regulation Predutt Aeereval Menu > Product of AeollUllon Search > ApolkatIm LM > Appliotbn Derail IN Ft. a FL824e-R10 Application TYPO Revision Code Version 2010 Application Status wed Comments Archtyed Product Manufacturer Addre SS/Ptgne/Emall Authortred Signature Technical Representative Address/PhonelEmall Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance l4ettad Florida Engineer or ArchlceCt Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of independence wayne-Dalton, a division of Overhand Door Corporation 3395 Addison Drive Pensacola. Ft. 32514 850) 475-6000 gtayloro W ayne-Oalton.00m Greg Taylor gtaytoro Wayne -Dalton, com Greg Taylor 3395 Addison Drive Pens soola. Ft. 32514 850) 474-9990 gtaylorowayne-dalton.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Reglstered Archlcect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Mark A. Sawldd PE-72613 Intertek Testing Services NA Inc. - SIJWamotic Mersey 03/06/2020 Jeffrey P. Arneson, P.E. J Validation Cheddlst - Hardoopy Received F 8248 R10 COI lndependence Wayne -Dalton Door 2010.Ddf FL8248 RIO COI Mark SeWICkl Ind Cert.Ddf Referenced standard and year (of standard) Staff ANSI/DASMA-100 ANSVDASMA-nS TAS-201 TAS-202 TAS-203 Equivalence of Product Standards Certified By Sections from the Code YM 2002 2005 1994 1994 1994 hm,•//flnridahl)ildinQ.ore/nr/nr ann dtl.asnx?Daram=WGEVX0wtDquimeb8GbxRyWG4a... 9/19/2013 13 CA ROLLER SHOE ATTA04.D TO BRACKET NTH 5/16-18 BOLT ! NUT N CD47M SLOT AND 1/4-20K9/16' TRACK BOLT d 1/4-20 NEX NO THROUGH ANY TWO ALIGNING HOLES 2) 13 CA COMMERCIAL W 1ANCTOPBRACKETSEACH ATTACHED NM (4) 1/h14/ SELF DRILLING 011MP11TE O ADD (2)) 1/h1tA7/8' SELF D(DU 1. XIM1 E SCREWS GEIALA ONSIDE OF EACH INSIDE ENO MINCE) 2' STEEL ROLLER NTH O. 6' GRADE 1144 OR T1 TIC `11111111 110-- 1M---- I TIN atIml IIHnnuu'' II: py. yp i I„ nun' CA VIDEBODY D / NINHINGESCCS EACH ATTACHED OQeLB MN(4) 1/4-14.5/6• SELF TAPPING SCREWS TOP PLATE 14 CA WIDE BODY O• HEADER/ EXTENSION INTERMEDIATE HINGE ATTACHEO WIN (4) 0• MEADER LOCK TOP LOCK 1/4-14 5/e• SELF BRACKET RATE TAPPING SCREWS 12 OA EXTENSION BRACKET I1stAn c 1 ATTACHED MM (3) 1/t-14KT/Er W. TE SCREWSSELFOIeWNOUP 2 THROUGH STRUT AND BRACKE 4) SAenl-S/B• 14 OA BOTTOM BRACKET lA0 SCRCNS ATTACMCD NTH (2) S/I8-18112-1/2' a) S/16-1L1• 1/h1M7/8• SELF DRILLING HEX BOLT t NUT OUBWNG KRIMPn1E SCREWS iNROUGH STINT AND BOTTOM BRACKET AND (1) 1/4-1415/8• SELF OE7AL fDRILLINGTAMPERRESISTANT \ SCREWEr POST DEIALG V 4) 1/4-149 23W PSI MN 14 CA CENTER HINGE SEU' TAPPN CONCRETE • SCREWS ITCH RN El78' X 8' MIN / TURNDOWN SLAB 8• MIN DRILLING 0OW717E SCREWS ISTRAP AT EDGE I= ADDED TO EACH DISTANCE 14INCE NTH A POST STRAP DETAIL M 2) s/te-12r1• SLIP LUNG SCREWS UCH NM 1 S/16 FLAi IN BEiAdi POST MARK A. SAWCKL Pt 25M S. STATE tan121, SUITE 200 LEWSVIU. TIA m 7 IL PE 720,3 IN PE 106"1 PROFESSCNAL ENOMOEWS SEAL PIIOVWa) ONLY /SIR VLIMEAnOM Cr WNDLOAD CMSIftCnON OCIALS, NO. 2 HALF MINCE ALIGN BOTTOM OF NOE MTH TOP OF THE U-BAR— t) 1/h1tA7/B• iFJ. F ORILLDN6 i F ORLUNO SCREWS W/ 3/18 FLAT WASHERS — BOTTOM BRACKET 12. 1' SELF 4) SING-SCREWS— EXTERI FRAMEIRAR Aw" 5) SECTION DOORS WITH 7) 3' 20 GA 80 K9 U-BARS LOCATED AS SHOWN 4) SECTION DOORS "TH 5) Y 20 CA 80 KST U-BARS LOCATED AS SHOWN AME SCREW ARBONATE RENSIONS 411ED NOTES TO MAT LOUVERS IT IMPACT L" T. INCREASED PRESSURESTOIMPACT GLAZING. TAIL J SHEET 2 MG REMOVED AIL H SHEET 2 FOR iCRETE SPECIFICATION iED MAX GLAZING rN90N TO NOTES ET 1. MODIFIED JAMB CXET SCHEDULE. RED TRACK TO FLAG NECTION NOTE. NFIED SUPERIMPOSED ON PRESSURE LOAD MT. 11/ 10/07 MODIFlED LOUVER ION. ADDED TEXAS NSE NUMBER TO E BLOCK. 9/ 19/08 UPDATED TITLE BLOCK 1 IMPACT GLAZING 4/ 16/12 Wa STATIC PRESSURE RATINGS DE90N ( PSF): +46.00/-52.D0 APPROVED SIZES MAX WIDTH. 18'-0' SCALE: N.T.S. DATE SIZE: A NAME TEST ( PSF): +6900/-78.00 MAX HEIGHT: 8'-0• IDRAWN 1 5/26/06 GRT Aft YidIMPACT/CYCLIC RATED (YES/NO). YES MAX SECTION HEIGHT: 21" CHECKED 1/22/07 MRB MODELS 8000/8100 OPTION CODE 1144 SHEET 2 ORAVANC. PART 327024 OF 2 ASION OF OVCRHEAD PENSACOLA. FLORIDAISON BSO 474-9390 DOOR CORF VE 2514NO REV. P4 WINDLOADSPECIFICATION I IMPACT RESISTANT GLAZING OPTION- IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED N TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS). GLAZNC SHALL BE 1/4' PGLYCARBONATE. MAXIMUM GLAZING 01MEN90NS SHALL BE 11' . 17' CUTOUT. FASTENED WITH /8 X 1' SINS: 3X ALONG THE HORIZONTAL AND 2X ALONG THE VERTICAL. SEE DETAIL J ON SHEET 2 FOR ASSEMBLY DETAILS. 2. NON -IMPACT RESITANT CA2NG OPTION - .OW MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED TOMTHER WITH A MINIMUM OF (10) /DINT SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC WIND PRESSURES SHOWN ON THIS DRAWING. GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 10.69" AND A MAXIMUM LENGTH OF 16.94'. CLAZINO IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REOUIREMENTS FOR WIND-BORNE DEBRIS REGIONS 3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6' O.C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/IS- TO MELT NEGATIVE PRESSURES. 4. KEY LOCK OR SLIDE LOCKS REOUIRED. 5. LOUVER OPTION - .040' MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM Or (10) fe.1- SCREWS INSTALLED N THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND 00 HOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. e. SECTION STEEL TO HAVE A MINIMUM 26 CA THICKNESS, 7. THE OESION OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUR,ONO OR STRUCTURE AND N ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. A. DOOR JAMB TO BE MINIMUM 2.4 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACIMENi TO SUPPO TNC STRUCTURE. 9. FOR LOW HEAD ROOM LIFT CONDITIONS, TOP BRACKET SMALL BE A 13 GA LHR 7/4 TOP BRACKET WITH A MWIM UM Or (3) 1/4-107/6' SELF DRILLING CRIMPTITE SCREWS N LCU OF THE BRACKET SHOWN ON INS DRAWING. U-BAR ON TOP SECTION SMALL BE INSTALLED ON TOP OF L HR TOP BRAOKLTS, 15 CA MN HOXIZTRACK LAG SCREW (MN 4 AS 9HOWN) 4 1/4-20TA/+e' LARGE EA0 TRACK BOLTS OR 1/4-20 STUDS WTN 1/4-20 HEX NUTS 15 CA MIN VERTTRACT 1/4-20.9/teA TRACK BOLT AND 1/4-20 HEX NUT AT EACH JB-US JAMB BRACKET LOCATION 15 CA STIFFENED JAMB BRACKETS SEE SCHELDULE FOR Q UANITY, LOCATION, AND ITPE KEY LOCK OR SLIDE LOCK EACH END (SEE NOTE 4). AIDE LOCK SHOWN FOR CLARITY SEE NOTES SHEET FOR OPTIONS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX MAX UNIFORM L T HUM AN DOOR DOOR LOAD EACH SLAB AT EACH POST WIDTH HEIGHT JAMB PLF LOCATION LBS 17,-0' 7'-Q" 185 3 -209. 1507.4-1712.9 e'-0" 185.5 -209. 1704.0-1936.3 7-0' 190.7/-215.7 1637.0-1850.5 tp,-0• 8'-0' 190.7 -215.7 1060.3-2102.9 FOLLOWING OMDNSI?N DENOTES SLATTED JAMB BRACKET ATTACHED TO TRACK WIN 1/4-20.0/16' TRACK BOLT AND NUT AS SHOWN ABOVE REVISIONS TOWED NOTES TO E THAT LOUVERS NOT IMPACT STANT, INCREASED JN PRESSURES TO OD/-52.00. 6/29/07 I0DED IMPACT STANT GLAZING. D DETAIL J SHEET 2 GLAZING. REMOVED H SHEET 2 FOR TE SPEWCI AEON. MAX GLAZING ON t0 NOTES 1. MOOIFlED JAMB XFIED SUPERIMPOSED IGN PRESSURE LOAD AT. 1/10/07 MODIFIED LOUVER ON ADDED TEXAS ESE NUMBER TO t BLOCK. 9/19/Op UPDATED TITLE BLOCK T IMPACT GLAZING f 4/16/12 STATIC PRESSURE RATINGS APPROVED SIZES SCALE- N T S ISIZE A DESIGN (PSF): +46.00/-5200 MAX WIDTH, 18'-0" DATE NAME TEST (PSF): +69.00/-78.00 MAX HEIGHT: 8'-0' IDRAWN1 5/26/06 F CRT IMPACT/CYCLIC RATED (YES/NO). YES MAX SECTION HEICHT: 21" CHECKED 1/22/07 MRB MARK A SAMCKI, PE SLENSVILLE. n7AVVE 70o R PE 7201J PE T06291 PRO ESSONAL KHONEEWS SEAL PROV60 ONLY p1 VERnCAn0H Cr wPULOAD CONSTRUCIKXN CIETALa wamTMODELS8000/8100 VVINDLOAD SPECIFICATION OPTION CODE 1144 SHEE) OF 2 VISION OF OVERHEAD DOOR COR 3395 ADDISON DMVE PENSACOLA. fLORIDA 32514 850 474-9890 DRAWING PART NO 32702A REV P4 Florida Building Code Online Page 1 of 2 0 Business & Professional Replatloit IOrida D". rtmlenta eos Mane ! Lao In user Reos»non Ha Town • smxrw surdluge sect a Facts Publlratim FBC swr SOS site Map Lints sellmh Businesy)) Professional a USK%: Product Approval usa: waic userRegulationIj ProduC ADOMal Menu > > AoellraMon List- ApPllaebn OMaU FL J FL12045-R2 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Lott's Concrete Products Address/ Phone/Emau P.O. Box 77125 Winter Garden, FL 34777 407) 6WZ112 precest98® a0l.com Authorized Signature Johnnie Lott prerast9801101. 00m Technical Representative Address/ Phone/Emall Quality Assurance Representative Address/ Phone/Emae Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engines Evaluation Report - Hardtapy Received Florida Engineer or Architect Name who developed the Thvy H. Huynh Evaluation Report Florida License PE-60122 Quality Assurance Entity Keystone Cert)Ilptlons, Inc. Quality Assurance Contract Expiration Date 11/01/2013 Validated By Andrew Lovenstain, P.E. Valldedon Checidlst - Hardoppy Received UU12• 1XF1Tf.1 Dnc Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1901. 2 2107 R402. 2 R606 Product Approval Method Method 2 Option B Date Submitted 02/27/2012 httn•// flnridpihllilfiinp.ore/nr/nr ann del.asnx?wram=wCEVXOwtDquJE0f8P6a6FHYM4... 9/19/2013 Lott's Concrete Products, Inc. DANSCO ENGINE ERING,IJ.0 RO. BOX 3400 5012 Fororne Place Apob Beads. FL 33572 SonwW A Greenberg. PE Irwin J. 8eneon, PE Thuy H. Huyah. PE INSTALLATION INSTRUCTIONS Admsh B. Shah, PE Version 1.1 January 24, 2012 p.813.645.0166 1 f.81 3.645.9698 1 www.dan3coengineering.com Lott's Concrete Products, Inc. PRECAST AND PRESTRESSED LINTELS 8" AND 12" MADE) 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 1/Z inches for unfilled lintels in the direction of span. Provide a temporary support for lintels that are greater than 14' — 00; 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 1/2 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 1 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 Y2 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 Y2 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 Y2 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 1.413 and 1.6. p.813.645.0166 1 1.81 3.645.9698 1 www.danscoongineering.com Cleaning Clean exposed masonry surfaces of all stains, efflorescence, mortar or grout ! droppings, and debris. 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. 1:1PmJecls\Eng1neering and InspedionW20046Uxfters\320046-W2_InslaUation_Instrudions.doc P.813.645.0166 1 1.81 3.645.9698 1 www.danscoengineering.com a Florida Building Code Online Page 1 of 3 lit a 1 1 -> Business Professional filalilk 8iiiiiii8fli Florida Departrrentd BOS Horne 1 t09 in . ther RegWralbn i Hot TOPIM i Submit Surtfrarva Stab a Farb waetaaorts • HIC Stan B aS Site Map ! Unks . Sm" 3usines ( Professional ,. ' Product Approvalrovsl Regulation Pradurt Aedoval Meru > >Amlicatkin 11st> Applkslbn Do"" r • FL t FL1956-R8 Application Type Revfyon Corte Version 2010 Application Status Approved Approved by DBPR. Approvals by DBPR shall be revkewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Emall PO Box 1404 Joplin, MO 64802 417)624-6644 Ext2305 kerrl_edenOtamko.mm Authorized Signature KerrlEden kerrt_eden®tamko.com Technical Representative Ke rl Eden Address/Phone/Emall PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerrl_eden0tamko.com Quality Assurance Representative Address/Phone/Emall Category Roofing Subcategory Asphalt Shingles Compliance Method Certilleation Mark or USting Certification Agency uL LLC validated By Robert J. M. Mleminen, PE J Valklation Checklist - Hardtopy Received Referenced Standard and year (of Standard) I[ ASTM D3161 2006 ASTM D3462 2007 ASTM D7150 2007 Equivalence of Product Standards Certified By Product Approval Method Method 1 Optlon A Date Submitted 09/27/2012 Date validated 10/15/2012 Date Pending FBC Approval Date Approved 10/16/2012 hm://floridahuilding.org/nr/nr ann dtl.asnx?oaram--vGEVXOwtDas%2fmGFovT6ra0%... 9/19/2013 TAMKO BUILDING PRODUCTS Application Instructions for GRITAGV 30 LAMINATED ASPBAIN SBINGLBS Dallas, TX a 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. Boor 11M 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 properly. 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 318 in. thickness and applied in accordance with the recommendations of the Engineered Wood Association. SHEATHING BOARDS: 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. H. Y®lOJIME 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 movemerrL 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 warts side of the ceiling or it at least one half of the ventilation is provided near the ridge. If the ventilation openings are screened, the total area should be doubled. S. rnST 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 -Seal 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 undedayments 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. I1 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 warranty 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) StarMard Fastening Patter. (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 of the shingle for a total of 4 fasteners. (See standard fastening pattern illustrated below). STANDARD FASTENING PATTERN FASTENERS NA& ZONE COMMON BOND 61/8• F l SSIe' Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 11109 Visit Otu Web Site at Northeast District 4500 Temko 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 BUILDING PRODUCTS CONTINUED from page 1) HERITAGIr 30 LAMINATED ASPHALT SHINGLES Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS *Joplin, MO 2) Mansard Fastening Pattern. (For use on decks with slopes greater than 21 in. per foot.) One fastener 1 in. badk 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 FASTOG :S NAM ZONE COMMON BOND 61 EXPOSURE 5. V IL`-') wa•v2v r•vr+{r ras+Mrs•vr.)r-+/'+I i+• 3) High Wind Fastening Pattern. (For High Wind Application requirements) One fastener 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 underlayments; TAMKO Moisture Guard Plus underlaymeni at all eaves, rakes, and valleys: TAMKO or TAM -PRO cements and coatings products where required; TAMKO ventilation where required, TAMKO starter shingles it 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 I in the Limited Warranty, reverts to the Standard Application Wind Warranty MPH limit. (See Mansard and High Wind Fastening Pattern illustrated above.) N91Le4; 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. nar.r at"n revooa 0*h AsPh , sbowWIWI. t-a.MOft • 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. txr WaV thriven Improp" Driven W wKbm0jcn cwxhAA m Maw N Deddng CAUTION ALL FASTENERS MUST BE DRIVEN INTO THE NAIL ZONE/ COMMON BOND AS SHOWN IN THE DIAGRAM ABOVE. 1 UNDERLAYMENmP An undedayment consisting of asphalt saturated felt must be applied over the entire deck before the installation of TAMKO shingles. Failure to add undedayment can cause premature failure of the shingles which is not covered by TAMKO's limited warranty. Apply the felt 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 undedayment an- 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 Undedayment, TW Undedayment and Moisture Guard Plus• (additional ventilation may be required. Contact TAMKO's Technical Services Department for more information.) In areas 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 underlayment (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 undedayment. S. APPLICNIR 1 m rrROLI osS STeaTER 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 114 in. to 3/8 in. Continued) Central District 220 West 4th SL, Joplin, MO 64801 800-641-4691 11/09 Visit Our Web Site at Northeast District 450E Tamko Dr., Frederick, MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656 tamkoxom Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 Z 1 ffTA:1MK0] Q 89160ING PRODUCTS CONTINUED from page 2) HEIRITA6Ir 30 LAMINATED ASPBAIN S®N666S Dallas, TX • Tuscaloosa, AL' Phillipsburg, KS' Joplin, MO SHINGLE APPLICATION: Start the first course with a fuU size shingle and overhang the rake edge 1/4 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 roof's 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. bM Comm 4C%cow" kris bd oouw I a court L*.ra.•„-11by.b f.s 10x w.0... Wd*"berr.. Zr d e YY WV& ZThVerr,Zra.uai..e1o3V Q1 rrlr„.A 01S 10,30'= 16.319• 2r' 2r I 16rra' 10-W t:.A 'O Yy'•4 ern . peel VM1w row r rs. id W . M iarti.rp., A OYe..ur w I s wrp e.di ob `nor T W.er a f. nowd n ryrr/../o. s.mV 0.0a .cloft49 Mroa:aer t"a"I fta ee,.Ir n re4owe.. xwr.w,rr s r ar sr.• ti s.se... IL LOW SLAIN APPLIUTION 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 1 /4 to 3/4 in. Place a full 36 in. wide sheet over the 19 in. wide starter piece, completely overlapping it. AU succeeding courses will be positioned to overlap the preying course by 19 in If winter temperatures average 251F 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 line of the building. As an alternative, TAMKO's Moisture Guard Plus'self-adhering waterproofing underlayment may be used in lieu of the cemented felts. T. m usm door oa sT! 501119 amr If the slope exceeds 21 in. perfool (601 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 Before re -roofing, 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 budded 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 (heezeAhaw 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 fine and apply TAMKO's Moisture Guard Plus• waterproofing underlayment. Contact TAMKO's Technical Services Department for more information. Measurements will 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: starter Caar>ser 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 oved" the eaves far enough to carry water off into the gutter. If this is not the case, cut and apply the starter strip so that it will provide sufficient overfmV for proper drainage. First g Remove an amount from the butt edge of a full-size shingle so that the remaining portion of the shingle fits between the butts of the existing third course. This course must also be applied evenly along the eaves edge of the new starter strip. Continued) Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 11/09 Visit Our Web Site at Northeast District 45W 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 0 TAMKO BUILDING PRODUCTS CONTINUED from page 3) NRRITAGir 30 LAMINATED ASPBAIN SHINGLES Dallas, TX a Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO Second and Succeeding 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). Drip No 0. VALM APPLMAMN Over the shingle underiayment, center a minimum 36 in. wide sheet of TAMKO Nail-Faste, Moisture Guard Plus' or a minimum 50lb. 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 centerline. 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 cerltertine 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. of Nay Fae. NgWs• Guard Ma v W 4 d 1ir/ -d race --,--T-, lYdr/4rYrnr+ Eyo+rai" end d ZW46 na %JrmErh eonvAy cn6yrtn• rid ow..q u• wrote e.r.. 10. HIP AMD HHI86 PASTSWO Dg'fAOr 1r-tr tayow way o.re.M. rde~ft Apply the shingles with a 5 in. exposure beginning at the bottom of the hip or from 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 114 in. 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 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 Moisture Guard PlusO. Nil Fast®. TAM-PROO and Heritage® ore regmterect tradanab of TAMKO Buidng Product& Inc. brforrnOm inducted a thins appkOW iNbueti" urm arrant as time of printing. To WtWn a copy of Ow most a~ vmmon of *me applkation lra- cm urn us anise at tor6o.com ar cap us al BOD611-a6M- Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 11/09 Visit Our Web Site at Northeast District 45W 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 t rir-i n l • yr 1 .,i1ft• 1 V. lIC-/. ril(1•lq tl/ 1 2 , ,..rt; t ' •1; DOS Home Lop In User Repb"~ Mot Topics Submt Surcharge State a Facts Publications FaC Staff SOS Site Map Units Search 6usines I Professional US:.dPud Approval equiation a Product Aomnval Menu > PIWYCI a AePiKJllbn SlArU Anohcation Lint > ApPuoNon Detail r •7 FL a FLS89I-R3 Application Type Revision Code version 2010 Application Status Approve0 Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Emall 118 Industrial Drive Ed" bpn, ON 43517 419) 299.1740 tickw®rwbldgeonsultants.com Authorized Signature Rick Wright rlckw®rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Mardmpy Received Florida Engineer or Architect Name who developed the Lyndon Schmidt, P.E. Evaluation Report Florida License PE-43e09 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Ryan J. King, P.E. V Validation Checklist - MardcopY Received Certificate of Independence FL5891 P3 COI C-,yhcete of Independence odf Referenced Standard and Year (of Standard) sun"M X2111 SSTD 12 19" TAS 202 1994 Equivalence of Product Standards Codified By Section from the Code Product Approval Method Method 1 Option D Dale Submitted 06/08/2012 Date Validated 06/21/2012 httn://florid,-ihiiildins_T.orL,/nr/or arm dtl.aspx?naram=wGEVXQwtDQuw6mPlZhp%2fndRc... 9/19/2013 THERMA* TRU THERMA TRU DOORS 1 1 6 INOUSTRIAL DA., Eoc9eRT0N, OH 43S 1 7 TEL. (419)298-1740 Y011 X 618" FIBER CLASSIC" FIBERGLASS SINGLE DOOR INSWING / OUTS WING wmcr 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 tone" jHVHZj. 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 some 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. TABLE Of CONTENTS SHEETft DESCRIPTION i typical elevations, design pressures 8 general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections S Buck and frame anchoring - 2X buck masonry construction 6 Frame anchoring -1 X buck masonry constn,ction 7 BIII of Materials & Components 37.59" MAX. O.A. FRAME WIDTH 36.00" MAX. PANEL WIDTH 1 QFSIGN`PRESSURE jPS.a SWING= fRgMF:x.:=" SllVE': 4;-.... E(!1SGi t:: 1JFG'ATIVE~: INSWING 37.59" x 82.19" 67.0 67.0 OUTSWING 37.59" x 80.69" 67.0 67.0 3mq Nl C u K v v Ln zo Z OC g W 4 UY o I m W a a a DATE: 4123108 SCALE: - K T. S. DWO. BY: AL CHK. BY. LFS rRAWWO NO.: FL-5891.1 OF u s r- za a z a U B z 0 5 m 3 m 0 0 N n e 51 % m EXTERIOR Z f xz o c g $ r INTERIOR 1 NORIZONTAL CROSS SECAON FT m d J ex i•4atiy 1 L• K O EXTERIOR INTERIOR Ps 0 j DOOR A RAIL H m p 51 0 Rberdos c O-PxcK ,Y. ri: ;•; y R 2 VERTICAL CROSS SECHON — z 2 are 4123108 z sate N.T.S. INGE111.E D R E1M R I mm BY: AL w cm. Or: LFS 3 MW61. a NO.: a FL-5891.1 0 sNe of n 1 4 4 E H Ell INTERIOR 10 10 • : • qcc Ep O k 5 C! 1 8 c @ x o EXTERIOR 1 3 30 7 . . 3 3 8 ;. N } ovW20 E G C A w e 0 1-1/1"MIN. D3;7 EMS.ITYP.) c K 4 4 tl 3 HORIZONTAL CROSS SE"ON & 3 Shown w/1X sub -buck 27 so 9 INTERIOR INTERIOR 10 10 • N 1p EXTERIOR EXTERIOR S0 8 w s W20 K w o v b Z D K 20 00,atE: 4 23 08 4 C B swm- N.T.S. 1-1/eMIN. WWI. 6Y: AL EMS. (1YP.) E amL OY* LFS 1-1/s' MIN, owwnNc Na 1 HDRlZOMAL CROSS SECTI N Z HORIZONTAL CROSS SECilON as. rp,) FL-5891.1 Inswing config "#m 3 Inswing configuration spIW 3 0F 7 u z z Is J u 0 z 0 m 3 a m 0 0 0 E D B C 7 C19 8 INTERIOR EXTERIOR 1 UERMAL CROSS SEMON 4 Inswing conrgmtion INTERIOR EXTERIOR 3 VERUCAL CROSS SECAON 4 kuwing con umt(on K INTERIOR 2'N AMCAL CROSS S N 4 Shown w/I X subbuck EXTERIOR INTERIOR 4 VERTI CROSS SE ON 4 Outnft conflgurofion cr o z N a o c CL er. AL m LFS 3 FL- 5891.1 0 a t 4 or 7 Nk CS 0 all TYP. HEAD & MASONRYMASONRY7 OPENING JAMBS, OPENING FRAME K cr. M- VA psa - TYP. HE) L7YP. HEAD & JAMBS, T- 2X BUCK-,\,,,., 0 2X BUCK OR 0 ji L.Lj V) z 0 BUCKANCHOMG SMLKEJAMJ FRAME ANCHORINe_4 HINGE JAM# MOSOMY 2)( buck COnftctbn CONCRETE ANCHOR N019: 1. Subsfftuffon of equal concrete anchors horn a criftent suppffer may hove different edge dWance and center distance requirements. I I I Lot 1 1 2. Concrete anchor locations at the camen may be acqtated to maintain the min. edge 9 d4tonce to mortarjolft If concrete anchor locations noted as "MAX. ON CENTEir must be K adjusted to maintaLn the rnln. edge distance to morfarjoints, additionaf concrete anchm III,& 1mayberequkedtoensurethe "MAX. ON CEI`4MW'd1men$br1S WO not exceeded. 10 3. Concrete anchor table: 4123108DAW K27CM-0 Cf'.. .. .. ...... WOE.. :A REMBEb L 1A wa or AL ITW 2-1/r r CHIC. W. U'S MAW lax$ ELCO HIIVGEWa a u"#off MTIVL a--r%n 1. 1 ow ZL CW2 W MASONRY OPENING FRAM Ix BUC SMKEJAMS FRAME ANCHORING Mm" IX buck construcffon CONCRETE ANCHOR NOTES: 1. SubsffkdW of equal concrete anchors from a different supplier may have diff"rit edge distance and center distance requirements. Z Concrete anchor locatlons at the comers may be ocgusted to maintain the min. edge distance to mortar joints. if concrete anchor iocoffons noted as "MAX ON CENTER" must be adjusted to maintain the mkL edge distance to mortaronts; additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimensions are not exceeded. 3. Concrete anchor table: ANCff sixg, m ki. ct --N ITW 2.11V r 1TW Me 1.1/,r 2.5fir L 1-1/c HINGEJAMB 61S Z XNXT LATCH A DEADOMT DETAIL ILINGE DETAIL N;T.S. cm OY., ICWL AL Or. LFS FL-589 1. 1 or BU OF MATERIALS ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. Ile SHIM SPACE WOOD D 1 4" 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 3/181 X 3-1/4° PFH ITW CONCRETE SCREW STEEL H 1 /4" x 3-1 /4+' PFH ITW CONCRETE SCREW STEEL J 1 /4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL K 8 X 2-1/2• PFH WOOD SCREW STEEL L 10 X 2• PFH WOOD SCREW STEEL 7 1 SHORT REACH COMPRESSION WEATHER-STRIP ERMA TRU FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP ERMA-TRU FOAM 9 f X 4° HINGE .097" THK. ERMA-TRU STEEL 10 1500 X 3X PFH WOOD SCREW HINGE TO FRAME STEEL 17 1 KWIKSET SIGNATURE SERIES PASSAGE LOCK STEEL 18 LOW PROFILE OUTSWING BUMP FACE THRESHOLD ERMA-TRU .050" WALL AL ALUM./WOOD 19 1 HEADER JAMB 4.656" X I 15'THERMA-TRU, PINE WOOD 20 1 SIDE JAMB 4.656' X I MT THERMA-TRU, PINE WOOD 21 KWIKSET SIGNATURE SERIES 780 DEADBOLT STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE STEEL 32 1 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD .48' WALL AL - .08(r WALL VINYL AlUM.COMP. 50 FIBERGLASS DOOR PANEL - FIBER CLASSIC 51 FC DOOR SKIN .070• MIN. THK. FIBERGLASS BY THERMA-TRU WITH YIELD STRENGTH FY (MIN.) = 6= 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 LBS. DENSITY FOAM 57 LOCK BLOCK REINFORCEMENT WOOD 4.5ir j- c; Fes--- 2.3C 88HEADJamb a 22M I 4.62" ° m w cE o o euMP FACE i8 5.75• T seta: N.T.S... DIMR. W. AL FL-589 i, 1 w 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 TOLERANCE OF.W2 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. 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 V16 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 ix BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 1/4 INCH ELCO TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 21/2 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, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. MINIMUM COMPRESSIVE STRENGTH OF 1SO0 PSI. PLY GEM WINDOWS BUILDER SERIES 4780 ALUMINUM SLIDING GLASS DOOR (2-PANEL) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2D07 FLORIDA BUILDING CODE, EXCLUDING HVHZ. AAMA/NWWDA 101/LS.Z - 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 6 GENERAL NOTES 2 ELEVATION 4 ANCHOR LAYOUT 3 VERTICAL SECTIONS 4 HORIZONTAL SECTIONS 6 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 RISER 96" X 96" W/ SILL RISER 50/-50 PSf NOT RATED Pay GSM 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-4846348 FX: 540-484-6683 OD M V)z00 LU D O m Z ac W<Z w? LU LU 3 of C CD V J Z O Z O W V) 11 O Z R da b d ZMod DW& #: P&W063. SHEET: 1 OF 5 Florida Building Code Online i i 1 V da Department] aCIS Home ! tog In User IttplStrafron l Mot 'Fool. : Suema Sudhrge Sties a rates 3usines " )) Professional auslill:Publicuml°`° Regulation Product Approval Menu > > Application List > APPIkatkrh 0" FL I FL14634-RI Application Type Affirmation Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative AddreSS/Phone/Ernall Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Uaense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of independence Page 1 of 2 It PUMIcsUDns FBC Staff BC1S Sae Map Links Seedy Ply Gem WIr11pw$ 433 N. Main St. Rocky Mount, VA 241SI 540) 484-6463 dstammen®piygernwindows.corn Travis Arthur tarthur®plygemwindovrs.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Alexis Spyrou PE-69101 National Accreditation & Management Institute, 12/31/2014 Steven M. Urk h, PE Validation Checklist - Hardeopv Received FL14634 RI COI Ply Gem Builder Senes COl.ndf Referenced Standard and Year (of Standard) 51111011M Year AAPWNWWDA 101/I.S.2 1997 ASTM E 330 2002 Equivalence of Product Standards Certified By Sections from the Code Documentation from approved Evaluation or Validation Entity 1 affirm that there are no changes in the new Florida Building Code whkh affect my product(s) and my product(s) are In compliance with the new Florida Building Code. Yes No N/A FL14634 R1 CDC SA14634 SS odf htti)://floridabuildine.orelDr/nr anu dtl.asux?Daram--wGEVXOwtDasw8ZVNfe8A7W2Wi... 9/19/2013 ur M HE1 96 IT O.L.O. 4X. MAX. GHT HEIGHT W' 91.16" 4 4 rrr u e %o ELEVATION i 6.00" MAX. FROM CORNERS TYP. L c. HT o" 20.75" MAX. O.C. TYP. 20.75" MAX. O.C. TYP ANCHOR LAYOUT 6.00' MAX. FROM CORNERS TYP. INSTALLATION ANCHOR PLy GEM 433 N. MAIN ST., PO BOX 559. . ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6663 OD V) a Q ON ^' vv iC V V i v u Zoe d uj t W U z C C H cogWwv 0 Z ewi m vz o 3r V1v DWG #: PGW063 SHEET: 2 OF 5 21/2" MIN. EDGE DISTANCE GEM 1/4" ELCO TAPCON CONCRETE/MASONRY INSTALLATION ANCHOR BY OTHERS 2 1/2" MIN. 433 N. MAIN ST., PO BOX 559. CAULK BETWEEN •• ROCKY MOUNT, VA 24151EMBEDMENT CONCRETE/MASONRY d • • , ' ' • :'• .' IX WOOD BUCK BY OTHERS ' . •• PH: 540-494.6348 FX: 540484-6683 EXTERIOR FINISH 1/4" MAX. SHIM SPACE BY OTHERS 100, " PERIMETER CAULK V) N BY OTHERS 1 3/4" MIN. EDGE N 1X WOOD BUCK #12 WOOD SCREW DISTANCE N ac Y u O.A. DOOR BY OTHERS / , INSTALLATION ANCHOR w O Z d HEIGHT g Sd ROOFING NAIL 2X WOOD FRAME a acSEEGLAZING / i INSTALLATZON ANCHOR 3 w a w ZDETAIL1INTERIOR (OPTIONAL) BY OTHERS 0 v U. Z EXTERIOR CAULK BETWEEN w ' a < 3 18 FIN b 2X WOOD STUD 1 i/2" MIN. m Lu a .^, BY OTHERS EMBEDMENT CAULK BEHIND 1/411 MAX. g VERTICAL SECTION FLASHING 4 OVER SHIM SPACE o NAILS BY OTHERS 3 HEAD - CONCRETE/MASONRY EXTERIOR FINISH BY OTHERS PERIMETER CAULK Z O.A. DOOR BY OTHERS / g 0 Z 18 HEIGHT O EXTERIOR // EXTERIOR INTERIOR INTERIOR 10 SEE GLAZING iB UJ `) HEIGHLUTSEEGLAZING / it DETAIL 1 (,Y o DETAIL 1 PERIMETER CAULK C VERTICAL SECTION 2 BY OTHERS 3 HEAD - 2X WOOD FRAME PERIMETER CAULK •:. , .' BY OTHERS Z CONCRETE/MASONRY • :. e , e :. 21/2 MIN. BY OTHERS :• :: • • EMBEDMENTce b 1/4" ELCO TAPCON INSTALLATION ANCHOR •' i .: ' •: •' 21/2" MIN. EDGE DISTANCE A VERTICAL SECTION m 1: w oN 3= =q QZ 3 SILL - CONCRETE/MASONRY o p v V) DWG #: P&W063 SHEET: 3 of 5 11/2" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 12 WOOD SCREW 3 INSTALLATION ANCHOR 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 IR y YY1V ," E HORIZONTAL SECTION 4 JAMB - 2X WOOD FRAME p HORIZONTAL SECTION 4 INTERLOCK 1/4" MAX. SHIM SPACE O.A. DOOR WIDTH 21/2" MIN. EMBEDMENT 2 1/2" MIN. EDGE t DISTANCE O • CONCRETE/MASONRY BY OTHERS 1/4" ELCO TAPCON INSTALLATION ANCHOR CAULK BETWEEN 1X WOOD BUCK 6 o • : CONCRETE/MASONRY BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS SEE GLAZING DETAIL 1 F HORIZONTAL SECTION 4 JAMb - MASONRY/CONCRETE PLy GEM 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-494.6346 FX. 540.484-6683 1 o aoM V) V) GGo O u a N f+f N yj o U2 GC Oxcc W ac m adc W fijc LL1 i i u LL Z w 3 g m a w A( 0 m 5/80 O.A. INSULATED GLASS Z EXTERIOR 1 INTERIOR c 1 I .75" GLASS W BITE GLAZING DETAIL 1 NOTE: GLASS THICKNESS AND TYPE MAY VARY PER ASTM E 1300 REQUIREMENT GLASS CHARTS. m W lV o Z= Y v VZppV) DWG #: P&W063 SHEET: 4of5 BILL 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 SILL 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 ULTRAFAB 13 TOP RAIL WEATHERSTRIP ULTRAFAB 14 BOTTOM RAIL WEATHERSTRIP ULTRAFAB 15 INTERLOCK WEATHERSTRIP ULTRAFAB 16 SILL PAD 17 HEAD PAD 18 GLASS (TEMPERED) 19 INTERCEPT AIR SPACER GED 20 DESSICATED 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 8 X 1" PPH TOP RAIL SCREWS MERCHANTS 25 8 X 11/2" PHTR KEEPER SCREWS MERCHANTS 26 10-32 X 7/8" PFLM LOCK SCREWS MERCHANTS 27 8 X 1" PPHTKW FIXED BRACKET SCREWS MERCHANTS 28 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 1 3 TRACK FRAME HEAD ALUM. 5.599 1.186 2 3 TRACK FRAME SILL ALUM. 3 3 TRACK FRAME JAMB () TOP RAIL ALUM. ALUM. 0.93 5.599 11 SILL RISER (OPTIONAL) ALUM. 0.47 2 0.999 1.761 Fl 5.599 1.463 10 BOTTOM RAIL ALUM. Pay GEMI 433 N. MAIN ST„ PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 fX: 540-484-6683 aoM a N m J m N J NM V- n Nqc J OfLU W Yu1-4Z `. a V u- 0 cmpc C' a 80 m AAO i LL u; c 3 a V w e 0 Vr m Q N Y Q V Z DW& #: PGW063 SHEET: 5 OF 5 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2, THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 3112 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 ZX BUCK USE #8 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. S. 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 0.37S". 6. FOR INSTALLATION THROUGH STEEL STUD USE #8 TEK SCREW OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT BEYOND STEEL FRAME SUBSTRATE. 1-1 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 OP 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. S. 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 10111.5.2/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 RECLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 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 6 GENERAL NOTES 2 ELEVATION, ANCHOR LAYOUT 6 PRESSURE CHARTS 3 VERTICAL SECTIONS 4 HORIZONTAL SECTIONS d GLAZING DETAIL 5 COMPONENTS 6 BILL OF MATERIALS 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 DE5I6N PRESSURE MISSYLE IMPACT RATING i 5311 x 72" 35/47 PSF NON -IMPACT Pay GEM 433 N. !MAIN 5T.. PO BOX 559, ROCKY MOUNT. VA 24151 PH. 540464-6348 FX: 540-484-6683 J6 co LU 1-' Z W W M WO0 W IcJZ OZ" r. mmyCL W W ~ d' CL %C a a v 3 S m LU at INC O ]t ti Q z DWG #: P&W068 SHEET: 1 OF 5 Florida Building Code Online Page] of 2 lit x Professional' , 9orda Nparrrem! DOS to i tog In user Raoatrulon , Not Topics I Submit Surdwir" State a Fat13 Publitatlotts FBC Stan SOS sae no Unlas Search Busines naia)3rofessitProduct Approvalwtwncuser Regulation Pteduct Aeetoval Menu > fhoduct er Aeolkatltln Starts > Aeenkatlen List > Applbtipl Decal) q . FL r FL14743-RI Application Type Afflmlation Code Version 2010 Application Status Approved Comments Archived Product Manufacturer AddreWPhone/Emall Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Repo esettative Address/Phone/Emall Category Subcategory Compliance Method Ce tficatlon Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Documentation from approved Evaluation or Validation Entity Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Ply Gen wlrtdows 433 Ff. Main SC Rocky Mount. VA 24151 540) 484-6463 dsbmnet®ply ernwindows.com Travis Arthur tarthur0plygernwi Wows.00rn windows Single Hung Certification Marc or UsUng NationalAccedtation a Management Institute, National Accreditation B Management Institute, AAMA/WDMA/CSA 101/l.S.2/A440 x= 200S I affirm that there are no changes In the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. Yes No N/A FL14743 RI CDC SA14743 SS.odf Method I Option A 03/06/2012 03/06/2012 03/09/2012 httn:Hfloridabuildine.orLlur/or ano dtl.asux?oaram=wGEVXOwtDoueufsxW4GVzSw5a.. 9/19/2013 D.L.O. MAX. HEIGHT 33.125" UNIT MAX. HEIGHT 72.00" SASH MAX. HEIGHT 36.W' UNIT MAX. WIDTH 53.00" D.L.O. MAX. WIDTH 51.30" oo X" m SASH MAX. WIDTH 52.25" ELEVATION 2.00" MAX. Fenu CORNERS 12.0 O. 2.00" MAX. FROM CORNERS TYP 2 tVVI uAV ANCHOR LAYOUT FIN INSTALLATION ANCHOR PLy GEM 433 N. MAIN ST.. PO BOX 559, ROCKY MOUNT, VA 24151 PH:540-484-6348 FX:540-484-6683 r co AN co per Lu O Zc° C Of UJ7- W J u m c of 01 wWQ Lu u c W < 3 S G am Z O Z H a at p O Z w. L T DWG #: dFPGW SHEET: O 3 THREADS OF MIN. 2X WOOp FRAME BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN 6SHEATHING EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT EXTERIOR 2" MIN. EMBEDMENT 5d ROOFING NAIL INSTALLATION ANCHOR DISTANCE 7b SEE GLAZING DETAIL I INTERIOR p VERTICAL SECTION 3 HEAD - 2X WOOD FRAME FIN INSTALLATION E' STEEL STUD ENGAGEMENT BEYOND METAL [ PLY GEMCA BY OTHERS STRUCTURE 1 LY/ C I V 1 SHEATHING #8 TEK SCREW BY OTHERS INSTALLATION ANCHOR 433 N. MAIN ST., PO BOX 559, CAULK BETWEEN ROCKY MOUNT, VA 24151 FIN 3 SHEATHING PM 540-484-6348 FX: 540.484.6683 EXTERIOR FINISH "' vBYOTHERS PERIMETER 1/4" v NMAX.. CAULK / 1 1 SHIM SPA S BY OTHERS l / t V) NIII _j Y O.A. WINDOW 9 a u 3 Z c HEIGHT SEE GLAZING u m F m 1, a DETAIL 1 ct W u u ZWat EXTERIOR 19 INTERIOR W auja 3 3 S cc d E VERTICAL SECTION q l\-V HEAD - STEEL STUD FIN INSTALLATION m C VERTICAL SECTION --- EXTERIOR 17 19 INTERIOR 3 MEETING RAIL EXTERIOR I 13 I 10 13 I I O.A. WINDOW 5 I 11 SEE GLAZING O.A, WINDOW 5 I HEIGHT 14 DETAIL I HEIGHT 14 PERIMETER / PERIMETER CAULK 2 1/4" MAX. CAULK BY OTHERS SHIM SPACE BY OTHERS EXTERIOR FINISH 3 4 IN EDGE DISTANCE BY OTHERS • .'• CAULK BETWEEN .• f :: '• ' •: ° 2X WOOD IUCK FIN a 2x WOOD •• BY OTHERS BUCK 1 1/2" CONCRETE/MASONRY 8 WOOD SCREW MIN. BY OTHERS INSTALLATION EMBEDMENT CAULK BETWEEN ANCHOR CONCRETE/ MASONRY d 2X WOOD BUCK BY OTHERS q VERTICAL SECTION 3 SILL - 2X WOOD BUCK FIN INSTALLATION EXTERIOR FINISH BY OTHERS CAULK BETWEEN FIN 6 2X WOOD BUCK 3 THREADS OF MIN. EN6A6EMENT8EYOND METAL STRUCTURE INTERIOR SEE GLAZING DETAIL 1 g VERTICAL SECTION 3 SILL - STEEL STUD FIN INSTALLATION 1/4" MAX. SHIM SPACE STEEL STUD BY OTHERS 8 TEK SCREW INSTALLATION ANCHOR Z DWG #: P&W068 SHEET: 3 of 5 3/4" MIN. EDGE DISTANCE 2X WOOD FRAME BY OTHERS 5d ROOFING NAIL INSTALLATION ANCHOR 2" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE INTERIOR SEE GLAZING DETAIL I 6 9 19 CAULK BETWEEN — FIN 3 SHEATHING EXTERIOR FINISH 3 16 14 15 17 BY OTHERS PERIMETER CAULK EXTERIOR BY OTHERS O.A. WINDOW ---- WIDTH F HORIZONTAL SECTION 4 JAMB - 2X WOOD FRAME FIN INSTALLATION 1/4" MAX. SHIM SPACE STEEL STUD BY OTHERS 8 TEK SCREW INSTALLATION ANCHOR 3 READS MIN. ENGAGEMENT BEYOND METAL STRUCTURE SEE GLAZING / DETAIL 1 J O.A. WINDOW WIDTH G HORIZONTAL SECTION 4 JAMB - STEEL STUD FIN INSTALLATION CAULK BETWEEN FIN 6 STEEL STUD EXTERIOR FINISH BY OTHERS BY OTHERS 5/8" O.A. INSULATED GLASS: 1/8" ANNEALED -AIR SPACE- 1/8" ANNEALED 19 EXTERIOR , 10 INTERIOR 13 / 11 5IT .50" GLASS J BITE DOW 1199 SILICONE \ —' GLAZING DETAIL 1 PLy GEM 433 N. MAIN ST.. PO BOX 559, ROCKY MOUNT. VA 24151 PH: 540-484-6348 FX: 540-484-6683 Q OH IV-) fV1 PC-* M nUJgMWW N h N<ii Y W2N CAD' uj Uc2 3 u°1iNd C) 3 m a C6 w e G Im INC INCo m 13: Z o^ DW6 #: P&W068 SHEET: A 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 6 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 6EM WINDOWS 10 VINYL INSERT VINYL PLY GEM WINDOWS 11 LIFT RAIL/GLAZING DEAD ALUMINUM PLY GEM WINDOWS 12 LOCK ALUMINUM PLY GEM WINDOWS 13 GLASS SHIM VINYL PLY 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 2.187 2 PH: 540484-e348 FX: 54o-4e4•eee3 o F" N swi1,75 2.802 2 m W M a Z Y W W 0 Z 2 d G aeNL o SASH HEAD SASH SILL o LOWER SASH JAMB W a , z $ ALUM. ALUM. ALUM. Lu n 3 a< 3 g m a 0.79 0.88 1.334 --" 0 IF--Lf 1.323 2 ILI: 0.904 ° D Z O ZHo 07 UPPER SASH JAMB 8 MEETING RAIL 9 GLAZING BEAD 11 LIFT RAIL/GLAZING BEAD 12 LOCK H ALUM. o ALUM. o ALUM. o ALUM. o ALUM. Lu W G 0.107 0.586 1.351 1.441 —j 1 j 1.375 0.7355 L 1 r2i0.87 1•i96 0.755 0.46 W 14 SCREEN FRAME 16 SCREEN RETAINER 18 TILT LATCH' S ALUM. o ALUM. ALUM. a00 0.75 0.717 2.65 ^ mN INC - Q 0.312 0.383 v l-m 0.898 DWG # T PGW0b8 SHEET, 5 of 5 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/2 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 ZX BUCK USE #10 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE 1 112 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 1 1/4 INCH MINIMUM EMBEDMENT. 7. FOR INSTALLATION THROUGH STEEL STUD USE #20 SELF TAPPING SCREW OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT THROUGH STEEL FRAME SUBSTRATE. 8. 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. 0. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI, MINIMUM WAIL 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. AAMA/WDMA/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-TS 7, GLASS MEETS THE REQUIREMENTS OF ASTM E13W 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 SWEET DESCRIPTION 1 INSTALLATION 6 GENERAL NOTES 2 ELEVATION 6 ANCHOR LAYOUT 3 VERTICAL SECTIONS 4 HORIZONTAL SECTIONS 6 fi"Z;IN6 DETAIL 5 BILL OF MATERIALS 6 COMPONENTS DESIGN PRESSURE RATING GLAZE TYPE SIZE DESIGN PRESSURE MISSILE IMPACT RATING 1 112" X 53" 40/-50 PSF NON -IMPACT PLY GEM 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH:540-484-6348 FX:540-"4-6663 00 3 JW L1..ZLLJ WOE N V1^ f? 0 ad Jai ^' S 0 LU Z F- GC Y 0?dNZof Lu rnmCCWc Q W F- lLl~ V U. IC a0 d< S 3 .. N w Ic T a0 1 6 85 Digitally signed by Alex Spyrou n F- Reason: I am approving this o Q ^- document Q owe #: Date: 2011.08.11 12:52:15-04'00' PGW069 SHEET: 1 OF 5 Florida Building Code Online Page 1 of 2 eutatiorw 1-lorida (eja(imentd eas Nome ! top In User Registration Na Tepks : Submit Surdtnge Slats a Fags Publications FBC Staff DOS Site leap Unb Sea" 6usinesF(>> Professional USEN: act User oval Regulation ProductAooroval Menu > Product a Aeearanorl SearUr > Application tk[ > Appliol , Yeeall 40 • r •Uli FL • FL14744-Rl Application Type Affirmation Code Version 2010 Application Status Approved Comments Archived Product ManufacWrer Address/ Phone/Emall Authorized Signature Technical Representative AddresslPhone/ Emall 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 Windows 433 N. Main SL Rocky Mount. VA 241S1 540) 484-6463 dstammen® plygemwlndows.conr Travis Arthur tarthurOplypemwirdows. com Windows Fixed Certification Mark or Listing National Aovecirtation S Management Institute, National AccrlditaUon B Management lnStitute, S dOID AAMA/ WOMA/CSA 101/1.S.2/A440 XCU 2005 I affirm that Mere are no changes In the new Florida Building Code which affect my product(s) and my products) are In compliance with the new Florida Building Code. Documentation from approved Evaluatan or Validation Entity Yes No N/A FL14744 RI CDC SA14744 SS.odf Product Approval Method Method 1 Option A Date Submitted 03/06/2012 Date Validated 03/OW2012 Date Pending FBC Approval Date Approved 03/09/2012 httn:// floridahuildine.org/nr/nr ann dtl.atnx?naram=wCiEVXOwtDoueufsxW4GVTZkWw... 9/19/2013 U N HE 52 ELEVATION 4.00" MAX. FROM CORNER TYP 14.00" MAX. O.C. TYP 14.MAX. I IO.C.C. TYP O" ANCHOR LAYOUT FLANGE J 4.00" MAX. FROM CORNER TYP INSTALLATION ANCHOR Pay GEnnI 433 N. MAIN ST.. PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-464-6346 FX:-510-48M683 3 co e= a, 00 o Z to gEd 00 cc V1u X OZ< o0_Lu 3 m m ac Lu Q Lout V i t uU d 3 g m kn Z OZ H WNoe W G Q J ' ZQ ^ j SHEET, 2 OF 5 2X WOOD FRAME STEEL STUD 1L. GEMBYOTHERS3/4" MIN. EDGE DISTANCE BY OTHERS 10 WOOD SCREW # 10 SELF TAPPING SCREWSHEATHINGINSTALLATIONANCHORSHEATHING INSTALLATION ANCHOR 433 N. MAIN ST., PO BOX 359, BY OTHERS BY OTHERS ROCKY MOUNT, VA 24151 FLASHING FLASHING 3 THREADS OF MIN. BY OTHERS BY OTHERS PH: 5404s4•e34a r x:34c•494-6683 ENGAGEMENTBEYONDMETAL STRUCTURE co EXTERIOR FINISH 1 1/2" MIN. EXTERIOR FINISH ;t ? m BY OTHERS EMBEDMENT BY OTHERS a N Nu- Z V) PERIMETER CAULK i PERIMETER CAULK i .- :::, :• o O lu WM BY OTHERS 7 1/4" MAX. BY OTHERS 7 1/4" MAX. W < 7 6 SHIM SPACE 6 SHIM SPACE LU U at "2 N, O. A. WINDOW 2 1 O. A. WINDOW 2 1 Lu o is O< d HEIGHT SEE GLAZING HEIGHT SEE GLAZING at u °D CA d a 3 DETAIL 1 3 DETAIL 1 u3 Lcui uJv UEXTERIOR 4 INTERIOR EXTERIOR 4 INTERIOR Lu w 3 a VERTICAL SECTION 3 HEAD - 2X WOOD FRAME FLANGE INSTALLATION EXTERIOR 4 INTERIOR 3 6 O. A. WINDOW 2 SEE GLAZING HEIGHTDETAIL 1 PERIMETER CAULK 7 1/4" MAX. BY OTHERS BySPACE 1 1/2" MIN. EMBEDMENT EXTERIOR FINISH BY OTHERS o, 2X W000 BUCK BY OTHERS 10 WOOD SCREW CONCRETE/MASONRY INSTALLATION ANCHOR BY OTHERS 3/ 4" MIN. EDGE CAULK BETWEEN DISTANCE CONCRETE/ MASONRY & 2X WOOD BUCK BY OTHERS A VERTICAL SECTION 3 SILL - 2X WOOD BUCK FLANGE INSTALLATION VERTICAL SECTION 3 HEAD - STEEL STUD FLANGE INSTALLATION EXTERIOR 4 3 INTERIOR O. A. WINDOW 6 HEIGHT 2 SEE GLAZING DETAIL 1 1 PERIMETER CAULK 7 1/4" MAX. BY OTHERS SHIM SPACE t.- t• 1 1/4" MIN. EMBEDMENT EXTERIOR FINISH '. .: • ', • . ' BY OTHERS y a IX WOOD BUCK (OPTIONAL) BY OTHERS 3/ 16" ELCO ULTRACON CONCRETE/MASONRY INSTALLATION ANCHOR BY OTHERS 2 1/2" MIN. EDGE CAULK BETWEEN DISTANCE CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS g VERTICAL SECTION 3 SILL - CONCRETE/MASONRY FLANGE INSTALLATION w Q G I DWG #: PGW069 SHEET: 3 OF 5 11/2" MIN. EMBEDMENT 2X WOOD FRAME BY OTHERS 10 WOOD SCREW INSTALLATION ANCHOR 3/4" MIN. EDGE DISTANCE f SHEATHING BY OTHERS FLASHING BY OTHERS 1/4" MAX. SHIM SPACE INTERIOR SEE GLAZING DETAIL 1 EXTERIOR FINISH — 3/4" O.A. INSULATED GLASS: 5/32" TEMPERED - AIR SPACE - EXTERIOR 5/32 TEMPERED 3 L INTERIOR 2 / 4 50" GLASS r1 ( - SITE BY OTHERS EXTERIOR PERIMETER CAULK O.A. BY OTHERS WINDOW — WIDTH E HORIZONTAL SECTION 4 JAMB - 2X WOOD FRAME FLANGE INSTALLATION 8 X 1" TEK SCREWS ~-*' V '- II5" FROM CORNERS & 20" O.C. J L GLAZING DETAIL 1 3 THREADS MIN. ENGAGEMENT BEYOND PLy GEM 1/4" MAX. METAL STRUCTURE SHIM SPACE 433 N. MAIN ST.. PO BOX 559. ROCKY MOUNT. VA 24151 STEEL STUD BY OTHERS PH: 540484-6348 FX: 540-494-6683 INTERIOR *: 3 400 v 6 1 #10 SELF -TAPPING SCREW Z {{ SEE GLAZING w N u v i 3INSTALLATIONANCHOR1n DETAIL 1 j ui M gN _ at4 J GL LL LU ZIggV m macago of ui 4 3 2 7 FLASHING BY OTHERS _ 3 EXTERIOR FINISH EXTERIOR BY OTHERS O.A. PERIMETER CAULK o ' WINDOW BY OTHERS WIDTH m F HORIZONTAL SECTION cn 4 JAMB - 2X WOOD BUCK Z FLANGE INSTALLATION p11/4" MIN. EMBEDMENT H 4 1MAX. 1X WOOD BUCK > 5 SHIMMSPACEBY OTHERS U J V) w CONCRETE/ MASONRY cz BY OTHERS CAULK BETWEEN INTERIOR CONCRETE/ MASONRY 61X WOOD BUCK BY OTHERS p Z SEE GLAZING 6 1 CON INSTALLATION ANCHOR DETAIL 1 21/ 2" MIN. EDGE 3 Q t DISTANCE W a 4 3 2 7 FLASHING BY OTHERS EXTERIOR EXTERIOR FINISH BY OTHERS O. A. PERIMETER CAULKWINDOW WIDTH BY OTHERS o o :g = ti c Z G HORIZONTAL SECTION DWG #: 4 JAMB - CONCRETE/MASONRY P&W069 FLANGEINSTALLATIONSHEET: 4 OF 5 BILL OF MATERIALS ITEM NO. DESCRIPTION MATERIAL MANUFACTURER 1 FRAME HEAD/SllUJAMB 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 TAPE 7 ANCHOR CLIP HEAD/SILL/JAMB ALUMINUM PLY GEM WINDOWS OFRAME HEAD/SILL/JAMB ALUMINUM OANCHOR CLIP HEAD/SILL/JAMB ALUMINUM 1.4 0.633 OALUMICiLANUM BEAD 0.499 u 0.624 t PLy GEM 433 N. MAIN ST.. PO BOX 559, ROCKY MOUNT, VA 24151 PH: S40484-6349'7(: $40484-6683 aD O N cm Lu en W F p CL 10, It -x OZ< Lu UJ < ~ 3v go Lu acm w qc m G C ra. h DWG #: PC W069 SHEET: 5 of 5 Florida Building Code Online Page 1 of 2 of (t. r,f' a De nment 80S Mane top In beer Registration Mot Toga submit Surcharge Sots a Fw a PuMkaeons FBC Stag SCIS SRe Map Units ' search Busines)) nal product ApprovalProfessituseit: wbk VSev Regulation Product Aoaoval Menu > Product a Aeolkatlon Seartn > AWWodon List > Applbtlerh DOWI FL • FL12198-R2 Appik atlon Type Revision Code Version 2010 Application Status Approved Approved by 08M. Approvals by DBPR she" be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer KAYCAN LTD Address/Phone/Emall 1 Memorial Drive Rlcdbrd, Vr 05476 406) 553-6818 Ext0 alex jovanovk®kpproducts.eom Authorized Signature )ovanovk Alex alex.lovanovic®kpprodlxts.com Technical Representative Alex bvanovk AddreWPhone/Emall 1 Memorial Drive Rlchfor0, Vr 05476 416) 553-6818 alex.Jovanovlc®kpproducts.00m Quality Assurance Representative Alex lovanov c Address/Phone/Emall 1 Memorial Drive Rkhford, Vr 05476 416)553-6818 alex. jovanovlc®kpproducts.com Category Panel Walls Subcategory Soffits Compliance Med Certification Mark or Usting Certification Agency Miami -Dade BCCO - CER Validated By Miami -Daft 8CCO - VAL Rererenced Standard and Year (of Standard) Standard TAS 202 TAS 203 Equivalence of Product Standards CerUned By Product Approval Method Method 1 Option A Date Submitted 08/20/2012 Date Validated 08/21/2012 Date Pending FBC Approval Im 1994 1994 htin:/Ifloridahuildinu.ore/nr/nr ann dtl.asnx?naram=vCiEVXOwtDouk24AIJC%2tEHMo... 9/19/2013 KAYCAN BUILDING PRODUCTS SP40016"ALUMINUMSOFFITm VEATED LI1VSTA.LL417O A vCHOJUGE.niLTAILS 1. THIS PRODUCT HAS BEEN TESTED AND DESIGNED TO COMPLY WITH THE 2010 FLORIDA BUILDING CODE (FBC) INCLUDING THOSE SECTIONS OF THE FBC PERtANING TO THIS HIGH V$LOCTY HURRICANE ZONE (HVHZ) AT THE DESIGN PRESSURE(S) STATED HEREIN. THE PRODUCT WAS TESTED TO TAS-202 AND TA4403. IMPACT TESTING TO TM40114 NOT RQUIRED FOR SOFFIT. STRUCTURAL TEST RESULTI1 BASED ON TAS 202 WERE DIVIDED BY 1.6 AS REQUIRED BY 2010 FBC, SECTION 1716.9.4 AND 2010 FRO, SECTION R618.4. 2. 714E PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEAM) ARCHITECTURAL TESTING REPORT 1l66902.02-122.18, INCLUDING ASSOCIATED LABORATORY STAMPED DRAWINGS. S. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE. MASONRY AND WOOD FRAMING COMPRISING THE ATTACHMENT SUBSTRATE FOR THE SOFFIT SHALL BE DETERMINED TO BE CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THAT STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT. 4. OVERHANG RECEIVING ALUMINUM SOFFIT SHALL BE CHECKED FOR STRUCTURAL INADEQUACY, CRACKS OR DEFECTS THAT SHALL 89 ELIMINATED. 6. INSTALLATION OF SOFFIT ACCESSORIES AND ACCESSORIES SUCH AS CORNER POSTS, STARTER STRIPS, AND TRIM AROUND OPENINGS SHALL NE DONE IN ACCORDANCE WITH THE 2010 FLORIDA BUIDUNG CODE AND THE MANUFACTURER'S INSTRUCTIONS. 8. SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING EVALUATION BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, 7. LABELED IN ACCORDANCE WITH 2O10 FBC, SECTION 1716.9.2 AND 2010 FRC, SECTION R818.2. S. SOFFIT NET FREE AREA IN ACCORDANCE WITH 2O10 FBC. SECTION 1716.9.1 AND 2010 FRO, SECTION R818.1. IL1. 9.7 3Q INCHAJNEAL FT. No>rtwls: I. ANCHORS SHALL 80 THE TYPE, SIZE, OM13EDMQNT AND EDGE DISTANCE SHOWN HEREIN FOR RESPECTIVE SUBSTRATE. 2. INSTALLATION ANCHORS SHALL BE AS SHOWN ON THE BATTEN INSTAL -CATION• AND -SOFFIT INSTALLATION! SECTIONS ON SHEETS 3 AND 4. 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL. FINISHES Qj4CLUDNG SLIT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING). 4. FOR INSTALLATION OF BATTEN TO WOOD STRUCTURE USE SO X 31 WOOD SCREW OR #8 x 3- TAPPING SCREW. PLACE ONE SCREW PER LOCATION AND MAXIMUM 21- O.C. ALONG BATTEN LENGTH. S. FOR INSTALLATION OF SOFFIT TO BATTEN USE 0.12' DIAMETER x I -I& LONG SMOOTH. SCREW OR RING SHANK ROOFING NAIL WITH 318- DIAMETER HEAD, 6. ALL FASTENERS SHALL HAVE CORROSION RESISTANT COATINGS OR BE MADE OF CORROSION RESISTANT MATERIALS COMPATIBLE WITH THE SUBSTRATE MATERIALS. BILL OF MATERIALS ITEM DESCRIPTION MATERIAL 1 SP-6q0 I 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 2" x 2" WOOD BATTEN WOOD I. KAYCAN SUILDIM PRODUCTS ALUMINUM SOFFIT IS MANUFACTURED SY ALUMINUM PRODUCT'S, 3076 TRAN84AWA HWY. POINTE-CLAIRE, QC H9R 184. OANADA. 2. OP-60018- SOFFIT - VENTED 2. 1. MATERIAL: ALUMINUM 3004-H19 2. 2. WALL THICKNESS: 0.016- 2. 3. PANEL LENGTHA:17 - IT LONG S. TRIM 3. 1 F-CHANNEL 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 I DESIGN PRESSURE (PSF) SP- 600 16" ALUM. VENTED SOFFIT W/F—CHANNEL l +55.OPSF/-35.Opsf N 9 a Ig ROW J. AMMUM P.H. FWds P.L I" 49M A- m-MNo 40752 STATE OF •••w t O R I Q.• p%' a 16.515" 1.25" 1 . 125" it AWMNUN 0.02s• 11oc1t a Qu o o Q Q o o Q o 0.045" pop oQQ O0 000 00o p0o ,. Q 0 0 0 0 0 0 Q 0 1.84" a Q O o Q Q 9 0 0 0 p p. 0 21 1 2" MAX. 00 0 0 Q0 00 0 0p0 0 0 Sy PANEL LENGTH QDQ Q0Q 0DQ D0Q 000 Q0D . 375" 1.438" leg! pop "000 pop 000 000 00 p .442; 12" 7S" 1 2 U o.ou• 7H= Ail 16. 515963" 5. 294" ----- 5.125" 4.272" .861 " wuxwcr"VISEv 335 0. 251 " wNk ft F%F* Ao"umw No 0.3810 x 0.015" 375" 1.102" RIB EMBOSS n e_ 800 16" vENiEQ SOFFIr 2" AWh mum b0210 0 0,r 1M c Raban j. Arwri A P.E. FWAda PA Na 40762 2" g No 49752 , 1t000 *' i, Afq* I STATE OF O isL ? l 0E 8 x 3" W000 SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. FASCIA 0 2 x 2 BATTENS O TYPICAL p 21 1 /2" MAX. WIDTH 10" MAX. O.C. 7 1/2" O.C. 4. D 4 O INSTALLATION NAILS, TYP. 10" MAX. O.C. SPACING ALONG SOFFIT LENGTH 18' ALUMINUM SOFnT 0 2 x 2 BATTENS TYPICAL M 8 x 3" WOOD SC TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. 4" MAX. MINIMUM SOUTHERN PINE O.C. TIMBER FRAMING ® 24" O.C. F-CHMNEL WALL 8 x 3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. 4u 11•J. n4.\.J •rrvr •\\Ite/ INSTALLATION CROSS SECTION IMUM SOUTHERN E TIMBER MING G rir N w W 8 PROOF= RIBVLMD fyfn Ih Nr:lo f Ao/ . DWW61n A 0-1 PA Sn J. AMMOD. P.E FWU P.H. ft 49462 111111111tpp MEB Qk NO 49752 ' STATE OIF '4- ' tUZ Z OR IF NA1.ErO 18' MAX. 21 1/2' MAX. SOFFR WIDTH 10' MAX. 7 1/2' 4' BATTEN BATTEN BATTEN 01 0 0 0 k"- I II II i I II II I I II II I I II II I I I f l 04- --- D.C. SPACING I II II I I II II I I I I I I II II I f If it I V 0 e I giWALL w Q a SOFPIT INTERLOCK INSTO4 TION NAIL$ SOCFIT INTERLOCK An am. ftvift d 1 r S"nT Aaoe 1 F-CHANNEL OR*M A AMMOO, P,EPlWWPANa49YU V 3O FASCIA 2 x 2 BATTEN O INSTALLATION CROSS SECTION 4 WAND 1r sWM Ll D NOV 11 Z01a CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Y: - :- Application No: /3-oZ3 Z Documented Construction Value: $ /%l0 3i Job Address: Z (e 22-tn6e 6n A,,e Historic District: Yes No Parcel ID: Zoning: Description of Work: G i e zie, _-S Z Plan Review Contact Person: L'_a 1, >>, Title: Phone: 4n% 321 ENU g Fax: E-mail: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name IiJ PA," 'E le c r L _X_N L Phone: 440? 321 gq y q Street: 175 12aW+ 2o.t, Fax: City, State Zip: OStPPn FL. MZ 2 (c4 State License No.: l_ROU ISZq 2- Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: Building Permit^ Square Footage:1355% No. of Dwelling Units: I Electrical W New Service — No. of AMPS: 150 PERMIT INFORMATION Construction Type: C T, No. of Stories: 1 Flood Zone: Mechanical (Duct layout required for new systems) Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm 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 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: ENGINEERING: COMMENTS: Rev 11.08 UTILITIES: FIRE: Signature o ontractor/Agent Date l Q S .1 111Ntflh,i',tiT Print Co tractor/Agent's Nam `-, S; I ONEXP/qF t3 Signature of Notary -State of F?letciig, A ate. q I— NARY P136 C,` .. Contractor/Agent is Personally Known to Me or Produced ID Type of ID F l_ ZY2 WASTE WATER: BUILDING: CITY OF SANFORD BUILDING SERVICES Residential Re -Roof Hurricane Mitigation Inspection Affidavit Permit #: 13 - Z 3wz 1, iAt c.,H#ec S WES'I— hereby acknowledge that I personally inspected Roof deck nailing d/or . Secondary water barrier work at Z po ce-O fI 4 t5 and 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 Section 7.06 F.S. n I W ll Z7 ut S Signature of Contractor Date Mg/ 4i gL --7-_ U/p;5y--` Printed Name of Contractor e& c 007,4010 License # License Type: General . Building Residential . Roofing Contractor or any individual certified in accordance with F.S. 468 to snake such an inspection. STATE OF FLORIDA COUNTY OF .•JfT i, Sworn o (or affirmedI and subscribed before me tbis day of 2013 , by who is Personally Known me or has Produced (type of iden ' tr ) 4 as SEAL) ADA1gnature oTNotaryPublicCMERONSt Flori ! " Mion EEE W%55 2016 BagedihuTroyFahs oRtE06365d019 Print/ Type/Stamp Name of Notary Public 3 91VII., a4.j-- - t -,) 401- r I OCT 31 2013 I OCT 312013 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 13 _0 (0 Documented Construction Value: $ y-zo .0!z' Job Address: 2.f ZL Qr ` ^ " " • Historic District: Yes No Parcel ID: Zoning: Description of Work:` - Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information Name \-ze .o,.s uc V.. Phone: DTI Street:— 7- g ` f L 14;\ \ C+ Resident of property? City, State Zip: Pi- 7Z 7—Ib Contractor Information Name l vpa..''To. Qi,.r-` r C . Phone: 4 • 3 2,3 7T/S Street: Po B 11 Fax: '7 - 2'3 -d SI City, State Zip: _'A r-A)rA, FL_ -jt State License No.: C r- CJS7RRI Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Building Permit O Square Footage: No. of Dwelling Units: Electrical O Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: New Service — No. of AMPS: Mechanical 13 (Duct layout required for new systems) No. of Stories: Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm O No. of heads: M Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. 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 Print Owner/Agent's Name Dale Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Signature of Ctractor/Agent Date Print Contractor/Agent's Name J Signature of Notary -State of Florida Date WRTHA Y. HALL Commission # EE 139759 Expires February 1, 2016 gpidodlMu'F,,Faln000-315MO Contractor/ Agent is iC ersona y Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: Rev 11.08 ADVANTAGE PLUMBING, INC PO Box 1117 Sanford, FL 32772-1117 407.323-7515 Fax 407-323-895d PROPOSAL Peltier Construction 2426 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 follows All material is guaranteed to be as specified. All work to be completed in a workmanlike proposal subject to acceptance within 30 days and is void thereafter at the option of the, Authorized ding to standard praktices. This The above prices, specifications and conditions are hereby accepted fOu are authorized to do the work as specified. Payment will be made as outlined above t ACCEPTED: Signature Date Signature a % T It It 99 i ' v > D j CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: d Documented Construction Value: $ Job Address: 005 6 Historic District: Yes Nod Parcel ID: _ Zoning: Description of Work: g ACC Plan Review Contact Person: Title: Phone: Fax: E-mail: Property Owner Information Name /&ig Phone: Street: t Resident of property? City, State Zip: T Contractor Information , 1 Name ! - r ra . Phone: `"70^l_ 5IQ' 3oo Street: Fax: 0`7 - -_Z>& -: $'5S City, State Zip: I Sl/ vZ% State License No.: d Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical New Service — No. of AMPS: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: Mechanical (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. 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 be es a eed the documented construction value when the executed contract is submitted, credit, be ppli to fees when the permit is released. Signature of Owner/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: FIRE: COMMENTS: of Contractor/Agent Date R013ERT G. DELLO RUSSO Print Contractor/Agent's N e I I Signature of Notary -State of Florida Date MIRINDA C.IURNER MY COMMISSION Il EE OW798 i EXPIRES: June 14, 2015 s /j( Bonded Thru Ntdery Pulft UPdvrmfts Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: Rev 11.08 p07t,333- . CmiMaY Cc.'. r OME ;Wo aez- 4 UJLDERS =_ SSOtJAT/OM 4DEL-AIR MID-f 0 1 AIR CONDITIONING • HEATING • REFRIGERATION, INC. f 2, 6,- 6.5 state Certification License #CAC 03244e www.delair.com . SALES AGREEMENT531 Codisco Way . Sanford, Florida 32771 TO: BUS. PHONE: ADDRESS: MS West RES. PHONE: 407-766, 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 p HVACyBid wiUiSCarifer`18as`e119 3EER FB4CNr'F030,wIth 25HBC330j :; , II jA? Wifi ; :81! I W,i. I" FAN/FAN-LIGHT PLAN NAME TONNAGE IjSPF __ COMBO PRICE . - Model 1357 2.5 t 13.00 7.70 2/0 4,111.00 PRICES GOOD FOR 6 MONTHS Equipment to be CARRIER Heat Pump 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 (Z)-Nutone 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 3000cfm - Please add $ 875.00 for a Broan MD8TU and MD6S. T-- —For any interior kitchen hood. that has a1an greater -than ISDOcfm—Sperial provisions must be -made. ... ..-, DEL -AIR must be notified of any interior hood that greater than 400cfm BEFORE rough -in. I 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. M r I hereby accept the terms and conditions of this contract as set font 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. BY—MtCha - DATE -- - _ - — - BUYER'S NAME i DATE - _ --- MS West SIGNATURE - 11/1i/2013 16:21 4073280034 WALTERS ELECTRIC INC C 10Z T T AON Walters Electric Inc, Commercial and Residential 225 E. Wilbur Ave Lake Mary, FL 32746 407.321.8444 Office 407.321.2729 Fax Proposal/Contract Builder MS West Job Model1357 For the sum of $ 4,963.36 10 Lighting outlets R 11 Recess cans 5 Paddle fan outlets 0 Irrigation outlet 5 Paddle fan install 3 Smoke detectors 25 S.P. switches 2 CO2 detectors 4 3way switches 1 Chime 0 4way switches 2 Bath fan prewires 44 Duplex recepts 0 Kitchen Island 4 Exterior recepts 1 Dishwasher 40 amp 120/240V cooking 1 Disposal ` 5KW Heat 240v 1 Microwave 2.5 Ton AC 240v 0 Emergency light 30 amp Dryer outlet 1 Garage door 120v 30 amp Water heater 240v 1 Garage door LV 150 Amp Service 0 Freezer outlet Switch Type: X Toggle Notes: Underground Service Date 8/18/2013 Plan # 1 Washer outlet 0 Jacuzzi tub 20amp 0 Pool prewire 0 Pool heater 0 Coach light prewire 0 Yard light stub 1 Attic light & switch 5 TV outlets 5 Phone outlets 0 Floor outlet 2 Double flood PW 2 Double flood fixture 0 Well 50 ft distance 0 Water Softener 0 Septic Pump PAGE 02 This bid does not include allowance for light fixtures (except noted). or installation of paddle fans, piping and wiring from building to transformer. Does include installation of light fixtures. Proposal is per prints supplied by builder/contractor Pay schedule is as follows:70% rough, 30% trim Pricing subject to change based on current market pricing. If you wish to accept this proposal, sign and return copy to Walters Electric Inc. within 15 days Accepted by Date Attn: Annette Scott fax 407 688 5152 Page 1 of 2 Permit #s 13-2363 13-2362 13-2361 Walters Electric Inc 407 3218444 Office 407 328 0034 Fax REQUEST FOR TUG & PREPOWER AGREEMENT Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 3 NOV 2 7 Z013i Project Name: MO G ! 357 Project Address: 24Z& 4>P4%5r Building Permit #: 13 — 29 (O Z Electrical Permit # 13 -236 Z In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction tom all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. VI/7 Print Name of Ow er/Tenant Prin Name of G o tractor rint Na ontracto Signature of Owner/Tenant Signature of Gen. Contractor ignature of ffi. ontractor JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO: Rev. 3/27/07) Gen. Contractor License # El. Contractor License # o Progress Energy o Florida Power and Light on /