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HomeMy WebLinkAbout369 Conch Key Way 05-1932 COA AL AA60 a PERMIT ADDRE U SUBDIVISION — k&4 CONTRACTOR PERMIT # �^ 3 DATE Ia 3 I O6 D R Horton ADDRESS 6250 Hazeltine Nat'l Dr #102 PERMIT DESCRIPTION /%ic.J s Orlando, FL 32822 (407)857-9101 PERMIT VALUATION , -30 O CBC 055300 PHONE NUMBE,,, SQUARE FOOTAGE c) PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR NESCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE n 3 City of Sanford Certificate of Occupancy This is to certify that the building located at 369 Conch Key Way for which permit number 05-1932 has heretofore been issued on March 23, 2005 and has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as New Single Family Residence complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Date Building: R Addison 08/26/05 Engineering & Planning: G Hyatt 08/26/05 Public Works: J Crumpton 08/29/05 Utilities: R Blake 08/26/05 Fire Department: Conditions (if blank, no conditions apply) D R Horton YV1 'PD- 08/29/05 Property Owner Building Official Date r _ I CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION 0f- \ �� ****New Single Family Residence**** ` \�ry X1 �b DATE. 08/25/05 PERMIT #: 05-1932 ADDRESS: =369 Conch Key Way CONTRACTOR: D R Horton PHONE #: Tony 407-383-9724 0 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. 16 4ngineering OPublic Works ❑Utilities ❑ Fire ❑Zoning ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) to 11 CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION ****New Single Family Residence**** DATE: PERMIT #: ADDRESS: CONTRACTOR: 08/25/05 05-1932 7369 Conch Key Way D R Horton PHONE #: Tony 407-383-9724 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑Engineering ❑ Fire * blic Works3'2%k9 ❑Zoning D ❑Licensing ❑Utilities CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 0 CERTIFICATE OF OCCUPANCY 6' '' ' REQUEST FOR FINAL INSPECTI = a ****New Single Family Residence**** W Z DATE: 08/25/05 PERMIT #: 05-1932 �; c f u� ADDRESS: �1369 Conch Key Way a 1 CONTRACTOR: D R Horton Z "°" w u PHONE #: Ton 407-383-9724 U �- v �U-�� o 0 cc The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ❑Engineering ❑Public Works ❑ Fire ❑Zoning *tiliti ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 8/26/05 15:33:10 Location ID . . . . . . . 265345 Parcel Number . . . . . . 29.19.31.501-0000-2170 Alternate location ID . . Location address . . . . . 369 CONCH KEY WAY Primary related party . . Type options, press Enter. 5 View detail Opt Description _ PLANNING & ZONING COMMENT _ CUSTOMER SERVICE NOTES _ CUSTOMER SERVICE NOTES _ CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES Free -form information CELERY KEY SUBDIVISION SW DEV FEE $1700.00 WA DEV FEE $650.00 BP05-1932 PD 4-26-05 SEE REC#7595 3/4"WA METER SET FEE $190.00 PD 4-28-05 REC#7595 F2 Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 8/26/05 15:33:14 Location ID . . . . . . . Parcel Number . . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. 5 View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 278475' 29.19.31.501-0000-2170 369 CONCH KEY WAY Free -form information 1"RC METER SET FEE $235.00 PD 4-28-05 REC#7595 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 200E ELEVATION CERTIFICATE Read the instructions on panes 1- 7. SECTION A - PROPERTY OWNER INFORMATION For trrstrranoe caripany use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 369 CONCH KEY WAY CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 217, CELERY KEY BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, 9 necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type): ( #90 - ##' - ##.##" or ##.###I##° ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NRP COMMUNITY NAME 8 COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTNEIAEVISED DATE 88. FLOOD ZONE(S) (Zara AO, use depth of flooding) 12117CO065 E 4117#95 4117195 X NIA o ru. rnacare me source or the tease ri000 tlevatton (UFL) data or base Iood depth entered in 139. ❑ FIS Profile R FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: R NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes R No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' R Finished Construction 'A new Elevation Certificate will be required when constriction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones At-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, ARIAE, ARIA1-A30, APJAH, ARIAO Complete Items C3.-a4 below aocording to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used fo the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD'29 ConversiorVComments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes R No ❑ a) Top of bottom floor (inducing basement or enclosure) 16. 2 ft.(m) ❑ b) Top of next higher floor NIA. ft.(m) (n O c) Bottom of lowest horizontal structural member (V zones only) WA . ft.(m) t3 g ❑ d) Attached garage (top of slab) 15. 6 ft.(m) a ❑ e) Lowest elevation of machinery and/or equipment W servicing the building (Describe in a Comments area) 15.P.0) ❑ Q Lowest a4acent (finished) grade (LAG) 15.4 ft.(m) m 0 g) Highest adjacent (finished) grade (HAG) 15. 7 ft.(m) in H ❑ h) No. of permanent openings (flood vents) within 1 ft. above adacent grade 0 0 Q Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code Section 1001 CERTIFIERS NAME: JAMES JAY ALES LICENSE NUMBER: 4997 TITLE: PROFESSIONAL LAND SURVEYOR 8 MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK FL 32789 SIGNATURE DATE TELEPHONE 81113105 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Inwrance Company use: BUILDING STREET ADDRESS (Inducing Apt., Uni, Sure, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Poky Number , 369 CONCH KEY WAY CRY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNrr ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items Et through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be competed. Et. Building Diagram Number _(Select the building diagram most sirular to the buldrg for which this cerfificate is being completed — see pages 6 and 7. If no dagram aocurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (inducing basement or enclosure) of the building is _ ft.(m) _in.(crn) ❑ above or ❑ below (check one) the highest adacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(=) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the bolding is _ ft(m) _in.(crm) ❑ above or ❑ below (check one) the highest a jacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who competes Sections A, B. C ptems C3.h and C3.i only), and E for Zone A (without a FEMAissued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, A Q and E are aond to fhe best of my kvWeage. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here 6 attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordnance to administer the comet d yls floodplain management ordinance can compete Sections A, B. C (or E), and G of this Elevation Certificate. Compete the applicable item(s) and sign below. G 1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official competed Section E for a bolding located in Zone A (without a FEMAissued or communityissued BFE) or Zone AD. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G6. DATE CERTIFICATE G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the bolding is: — _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 217, CELERY KEY, AS RECORDED IN PLAT BOOK 64, PAGES 85-96 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 1" = 30• GR PHIC SCALE 0 15 30 CT) j O 0 O O O O 0 Z N H 0 J NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). PI KEY HAVEN DRIVE LOT 218 117.59' I S89'56'00"E I b 5• DRAINAGE R UTILITY EASEMENT ----------------Hi--------------- b r� - ---------- -------- o 1--- ^ u 34.3' ss.s ^ 27.8' 1— ONE STORY n CONCRETE BLOCK "• ` ,;''"'� ° ' Ui .�• r n RESIDENCE N'�'�.:'•8'w.. p • rti • f N FINISHED FLOOR ��;;•;,,.i:;�:,�;�';ti ELEVATION = 16.23 7.0 0 8.p ;}, i 6 O COVERED "EL.- `ee•� ENTRANCE z a•3b : Y CAN 1 I •.Si% . 4a.e• I I 25.5' - ----------------b ----- b d--------------- ----------d-------}---- ^ 5' DRAINAGE k UTILITY EASEMENT ^ N89'56'00"W 117.59' LOT 216 FOR THE BENEFIT AND EXCLUSIVE USE OF: DHI TITLE OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK DUANE J. MUTEHART PATRICIA G. MUTEHART DHI MORTGAGE COMPANY, LTD. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 08/09/05 UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1 HAVE EXAMINED THE F.I.R.N. COMMUNITY PANEL NO 120204 0065 E. DATED 04/17/95• AND FOUND THE SUBJECT PROPERTY APPEARS TO UE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. !H!'! IONS SHOWN HEREON ARE BASED ON SEMINOLE COUNT' ON THE SOUTHERLY LINE OF LOT 210 (FIELD DATE:) 05/09/05 REVISED: SCALE: 1' = 30 FEET APPROVED BY: SJ ASM47062 ' . "') JOB NO. EASE DRAWN BY: LOT PLAN 2-01 LOT PLAN 1-31 I I 1 I 1 I I� WA4)C Is o i g 0.5 OFF 0 00 06 O (D 0 U) LEGEND — BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 1+Z4 EXISTING ELEVATION CONCRETE LB LICENSED BUSINESS LS LICENSED SURVEYOR PSM PROFESSIONAL SURVEYOR AND MAPPER PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P PER PLAT M MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CCPP CONCRETE PAD CS CONCRETE SLAB C 010RD LENGTH PK PARKER KALON R RADIUS WINTER PARK, FLORIDA 32789 (407) 426-7979 ,( PC FND PK NAIL [/1��� (08/09/05) QFND NAIL AND DISC LB /5736 (08/09/05) ® LB #83931(08/RON 0900/03) D AND CAP CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTIUTY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE UP UTIUTY PAD .-. nna GVV1vuAMI SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE 'MINIMUM TECHNICAL STANDARDS' SET FORTH BY THE FLORA)A ;BOARD 'OF PRC' TSSIONAL SURVEYOR, AND MAPPERS IN :r,HANTER 61G17-6. FLORIDA .0111MISTRA7IVE CODE PURSUP.;:T TO CHAPTER 472027,-FLORIDA STATU7 r S. L ' FOR THE FIRM JAY JILES PSM #4997 DATE I. Fn !1 -i 7-Or buildingechamcalPlumbing FireShiinkIci/Aline Pool -iectriw): New Service — d -1:Af.'ioFl Addition/Alteration Change of Service Temporary Pole f 4echcaicci. Residenlio fJpn-RestdentmI Replacement New (Duct Layout &Energy Calc. Required) P>a++. tEirgr i'eCr Corr.,-re;-ci;.f ; of=rttures # of Waterc'• Sewer- Lines # of Gas Lines Piambing/Nev: Residential- # of %1'.tcr Closets Plumbing f1eeaii — Residential or Commercial Occupancy type: Residential Commercial Industrial Total Squa a t=oota�e: Construction Type: # c- Stories: # of Dwelling Emits: Flood Zane fF%h9A form required for other than Parcel # Gwrierg i`lcme a ddren- Contractor fume &: AddQ..s: (Attach Proof of O+ei;ership Gt Legol Description) ..►ter—�'-6Q��c t�rti����— r:a:e Phone E Fa.: Contact Person, Bonding Company: 4C0�3'2.448 Address' Mortgage Lender Address Architect/Engineer Phone: Addrese Fa:' Application is hereby made to nbiain 3 permit to do the work and mstallmtons as indicated. I ecmk that no %,o,k ,•i inslallmion has commenced prior to the issuance ol'a permit and that ill work i^0lie performed to meet standards cf all laws regulating, con' mwu non in this jui'i0wii-in I understand that a separate permit mum he seewed lot- ELECTRICAL WORK. PLUMBING. SIGNS, WELLS. POOLS. FURNA(E$. BC)ILERS. HEATERS. TANKS, and AIR CONDITIONERS. eic OWNER'S AFFIDAb Ff: 1 cerW} that 3111:f the foregoing information is accurate and that all w6rk ++ill he dune in omphanee with all apphc;;ble Ia+Ps regulating n,nsnuctiim and zoning WARNING TC. C-WNER. YOUR FAILURE TO REWORD A NOTICE OF C OniME 1`1EN1' MAY RESULT IN 1'Ol)R PA1'INfi TWICE FOR IMPP.OVEMENTF TO YOUR PROPERTY. IF YOU INTEND TO CIBTAIN FINAN( ING. ' ULl'WITH YOUR LENDER OR AN ATTORNEY BEFORE REf (,P.DI)1'G Y9LIR NOTICE OF COMMENCEMENT. NOT ICE- In addition to the iequirements of this permit. there may be- additional restnuti.ns ipplic a to ZImadel.undm the public recordsof this counq. and ihac may f c additional p ennits requited from ether gc.ycrnmental ennnes such sw r m ,.ncies, ++i federal ap enctes. Acceptance ,.I permit IS %eel'iiaticm Thal l +rill notiN the owner of the propert;• oI*the Ieq-/r. '1'Ic•n�F$ %y(. Signature of Ownrri igeni Date Pr int r)+• nc,: Agent'; Nonte Signatureot N,ilar)-'lice i,l ='.onda Date Owne,,l,rni Is _ Peiy-)nal : Kri,wn 10 Me or Pi -+duffed IU APPLit'AT(: )N Al -PP(-\ !.0 B1' Sldc (Initial & Gate) Zonin;. �.ignature ,ontrarloriAgent Date -IMERT G. DELLO RUSSO o f tJ n own, urSme N)a m F onda D6 ContramwAgrnt I, __ Poson;tlly Knrnon to Me or Produced II) Uuhiic� FD. IInutal & Date) ilnowl Dole) tlnntal & Date) MIRINDA C. TURNER COD.4.;!3S!C\- I•' DO 212893 EXPIRES. it:ne 14, 2007 Bond--d Thy t ewy Pub: z Unu3'^.T.316 �D Permit # Job Address OS- 1932 Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Date:.-7 `Us Permit Type: Building Electrical t_ Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential V Commercial _ _ Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: Contractor Name & Address: IS H tr t] 6r14^Jo FL Phone & Fax:- Y6^t ZXT Ji 4q Bonding Company: Address: Mortgage Lender: .way Architect/Engineer: Address: (Attach Proof of Ownership & Legal Description) l, rt o tit - O r I a n �1 fa S s a ►. (., cLe a ciy o� G �- ( 3� 2, Z Phone: LI a % O Sa — S ZQ 0 n -- - co --I.t C' C /11.._/ State License Number: E Pe) el b O 2 1 y Contact Person: Lcif`f'V Metoy Phone: 40-1- Z82-Z59-7 Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. l 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. 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 requiremen of Florida Lien Law. FS 713. - _p S Signature of Owner/Agent Date gnatcure of ractor/Agent Date Print Owner/Agent's Name Print ntmctt;(iAge ' Name ' Signature of Notary -State of Florida Date Owncr/Agent is _ Personally Known to Me or: Produced ID APPLICATION APPROVED BY: Bldg: [initial & Datct Special Conditions- Zoning: �e of Notary -State of lori a Dal Ty res h Egond�L'ontrac oriAgentlis _ Personally Known to Me or Finds N?ts� Produced ID Utilities: FD- (Initial & Datel (Initial & Date) (Initial & Date) Date: A7 S I hereby name and appoint POWER OF ATTORNEY I P) c of RANGER AMERICAN to be my lawful attorney in fact to act for me and apply to the I Building Department for a LOW VOLTAGE permit For work performed at a location described as: e Section Township Range Subdivision: 06D'1 Cone yl /C e (Address of Property; P 14or4ot (Owner of Property) Lot 2 1 7 and sign my name and do all the things necessary to this appointment. JAMES D. OLIVER Type or Print Name of Certified Contractor Signature of The foregoing instrument was acknowledge before me this Is who produced and who did not take oath. Commission 4-bpol Le X _ 1vty Commission Expires: day o S_•tate•of Florida County. -Of t h ..` •'Notary Block 5-r -203. 710JAM FRUM .. :ir••, .. !,•,t; .�;try.l.Yri!'M rvr�+Y 1•rf r'�:,r �,••,:, ,ir�Vrll.+:;•�:• •. CrrY'Or3ANrORD ?&;WIT APPLICATION Nit: Plrmlt Y : (� ' Job Addrel$: poerlpllon of Wort: value or worft: S 7.nnlnR: Nutlrl( PlArI0, pool _..... plvmbinp Ylro SDdnUcr/AI+� r ✓ Eloutrlwl: •klychsnlcal — Tcmpors P01' p➢(R1�1 TY tl Ay�}cU(1F'r—�•4 " Jl of smicc PS 11dd1)ion(Jtl�l°" Gh 1 F� JDuct I.,Wyovl & EnOrYY Cllc. Rcquiftd) �I�tE}rjc�i:�;f��4(Y�Ft rc(�M l ontl►Il.w Rt.pltcjmcnl'—Nc"'---' . Yf1t`trtll►JI Qacldanllq u0•nr(lt1 _ r o(0•cs LlneI � 01 Wt1Q �, $cwtr Lines plurnb►nt/ Ncw Corrialtccltl i ol•uacl Plumblbe Rcpalf — Rcfidcmirl or COrrvncrcial Plvrnblrl(/Ncti►' Rpsldtolisl: Y oPWrtc! Clostlt , l�dvsoit) _ 7otll . IS Youth -- 7 RII)drt111y1 — Vgrr cla)1.1'_ ; �100d ZOat: _ irCh(1 form r.p�ir d for 01"" 1tir sl Ouupulry Type: o1:17wclllo Unln: — Cali ltrvOlOflc i +I Dwrlpllon) P tl, rv,o(Vfo,Altlhlp - QrovNamt L Ad fall' r Gonu,{tof Nlmo 0 AddfaNl c U� Rlaly Llvvnt, Nvfl - Z� . 4 of ►AI�.;Conlrtl►trfrn. rur —L.Y•L - _�. Yr!v r+r �_.. . - - AddntC —• ���•'�- Aresln•cdEnclna A d,1 n I I: .---------��'.. Applicrlion II ht/aby rrudt 10 abUln ► parrnit Iv do Iht wall ind Inrulllllonl as Indlt+tsd. I crrtify IN to or I or in,ull,non.nl t convnrnc r4 pool w 1^� n od to Mod tundvds of III 11WI rclvl+dot conrvvctl BOIIL.EsRS HEATTKS,rTANU Js a t xptnv iu suncc or a pamll usd that III walk will �o !� R". f URNJ�C I pvri mull Ix stound lac ELECTRICAL WORA /LWAI8013108Sr wel s,100LS, �I11nr , llt CONDITIONERS, W. F, pRQAFPIDAYITIIurillyIhslallor'tfK(D"loinjItpAILtfon I'r acturau and dui all writ rill b< door G comDlunr'1 W;d. ,II ,pyli;al r �I rv• LT 1jq YOUR F Comm SKEM F047 MAY eon+wadon and sonln{ wARNNO TO OW86i: YOUR YO DITeN 08T NN iM�tNCWO, CONSULT wmt YOUR SI�DeR OR At' .Yr? TWICE ➢Oft t)dPROVE,)l ROa Ol NQrIG' 01 CO)IKENCEM [NT. ATTOJNSY 81FOXV B r licobla 10 thII properry 4uI nvy bt tovnd in Inc pvbl,t r%:ON1 0: NOTICC: In +4dltlon to thr rsovirtmFnu of Ift11 pwrl IhIYI trvy bt rJdllionsl rurticUo^+ IT h v maul v+eeaj ap r+wur rrvutr0.rrxM dl,rriru.1W1r alm< n. or Icaml ,Erne aa. NJ covn►Y, utd Ihcn m,y Oo sddltlonvl pal r9gvil0d (roan 01 of to vat Aucpunea Offill Is vcrTrlerlion th+r I Will notlh the owntr orths pill v(tha navircmonu Plorl cn W, ►a i l • Otu •• Uvla jiptvlvr V(Gonni:iol/AVil siptalvn vrOWnsi A{tel ^ ,C e Yrinl Cvnrrnc Ipr/rt cnt'i N7 r Nin10�•atr Attnl'i N,m^i w�--•� _ .. . 1 nswr, of 1 S y.,Slrlt n/fir"vilN•, �rlv Sicnswlc o(Nvur (:ynlnelnr/A;tnl it �'0rih.1)ily Kno�+n IV YcnunnnY >Cnntvn IV1�11 yr PI'ndvcvA 11) • (�,luillQt .�.. •• (11,�1i,1 ti• U',1t) IL. u,I Y' IA�r Aff•LICAYI(M APPROVrO I)Y: 11149!—(4tilinl (llusirl C 0+1t) - .iptGi:llt•�Itdiiirutl: -.... .�........- .. .....�.�—�...., ..._..�. _.. • Marie A. Zettlemoyer Yp`�'': Commission4DD221380 •= ExP Tres: Jul 15, 200 Bonded Thru �a�1M1: Atlantic Bonding Co., Inc. REVISIONS PERMIT # M- I I ADDRESS CONTRACTOR RECENED APR 2 8 2003 DATE -I a PH # �v I�'�� � FAX #qQl- q5C)- 53`o DESCPRITION OF REVISION: UTILITIES FIRE 9 -��w COUNTY OF 58NINOLS, IMPACT FEE STATEMENT .ISSUED BY CITY OF SANFORD STATEMENT NUMBER 105-76665 DATE: BUILDING PERMIT NUMBER' CITY) COUNTY NUMBE5: UNIT ADDRESS: TRAFFIC ZONE: JURISD I CTI6N: �21T SEC.: TWP PARCEL� SUBDIVISION TRACT -. PiAT tPAGE, BLOCK: LOT - PLAT BOOKi OWNER NAM"E, ADDRESS:' APPLICANT NAME LAND, USE CATEGORY: 001 r Single Fm aily Detached Huse TYPE USE: Regidantjwal WORK. DtSCRIPTION- Sing -le Family House-11-, Detaciv,,�d -1 Cons tru�ct on FED BE1,11EFIT RATE FEE UNIT RATE PER 4 &,T111P9 TOTAL DUE TYPE DIST SCHEDULE DESC. JJVIT OF UNITS ROADS -ARTERIALS CO - w 1"DE, 0 d Ty 1 unit 7 0 5,. 0 705 J 00 ROADS -COLLECTORS 1140RTH 0 di-71 unit 1 142.00 1 142.00 LIBRARY CO —WIDE 0 dw,1 unit SC IDOLS C v"I D E 0 dwl unit tol, 184.00 1 $ 1,384-00 AMOUNT DUE STATEOtNT REC'EIVED BY T 0 SIGNATURE,: f (P7TBASE PRINT NAME) 4 DATE: NOTE TO RECEIVING SIGNATORY/APPLICANTM- F A, ISURE TO 11140T'Af� wv 4 r, R AND EIVISURE TIMELY PAYME,'41T MAY. RESULT IN YOUR LIABILITY FOR THE FEE. DIATRIBUTION,-, I -COUNTY t 3--CITY 2-APPLICAOT 4-COUNTY **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO !SSUASCE OF 'A BUILDING PgRMILT. PERSONS ARE ALSO ADVISED 1"HAT ANY RIGHTS OF THE cm, aw-TFA, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (5CHOOL) IMPACT, FEES MUST BE EXERCTSED BY FILING A WRITTEIAJ REQUEST WITHIN 45 CALENDAR DAYS ; OF THE RECEIVING SIGNA'1"URE DATE ABOVE, BUT NOT LATER THAN CERTTVICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIRCEVIENTS O'F'THE 'COUNTY LAND DEVELOPMENT CODE,. roplES OF THE RULES GOVERNING APPEALS MAY BE PICKED UPI OR REQUESTED, FROM THE PLAN IMPLEMIENTATTON OFF-CE; 1101 ZAST FIRST STREET, SAMFORD, FLORIDA 32771, (407) 665-7474. PAYMENT SHOULD BE MADE TO. CI"TY, OF SANFORD a BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. Ff, 32771 PAYMENT SHOULD BE BY CHECK OR MON5Y ORDER, AND SHOULD REFER CAE THE STATEMENT NUMBER AND CITY BUILDIRG FERMTT NUMBER AT THE TOP LEFT Of THE NOTICE. ***THIS STATEMENT IS VALID .ONLY IN CONJUNCTION WITH' ISSUANCE OF A*' t *SILNGLE FAMILY BUILDING AS RECORDED IN PLAT BOOK PLOT DESCRIPTION: LOT 217, 64, PAGES 85-96 OF LOT 217 CONTAINS 7056 SQUARE FEET t THIS STRUCTURE CONTAINS 2057 SOUARE FEET t TOTAL CONCRETE 684 SO. FT. t TOTAL SOD 4935 50. FT. t LOT 218 PLAN ( AS FURNISHED ) CELERY KEY, THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. PI KEY HAVEN DRIVE 1" — 30' GRAPHIC SCALE 0 15 30 117.59' �s S89'56'00"E o 5_ DRAINAGE & UTILITY EASEMENTo I ---- _----____-o_-- --___--_ ---o.- r'---•---'---— ' —' —-— —'--- 1 PROPOSEDci _ N a ry FINISHED ; �',o is •.,I�� O N� I FLOOR ELEVATION.15.89 'o �+ . .: ^: �i•.� " _ I O(.0 0 0 U o a� 0Z 01 I 8.0' OZyI I �w O 0 I 1' UW 6.0 F2 z C3 I ': � �: 'i 'o • '. 57.83' i I 0 :• a u' a6.8' I 34.3' 25- I L-'—p—'—'--- --— ——• —• — -— •1 --------------- p -- ------------------------ o------1---- _-.� - 5 DRAINAGE & UTILITY EASEMENT - — j N89'56'00"W 117.59' BUILDING SETBACKS FRONT: 25' REAR: 25' SIDE: 7.5' CORNER: 25' PREPARED FOR: DR HORTON 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SETBACK LINES SHOWN HEREON ARE PER DATA FURNISHED BY CLIENT AND ARE FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO. 120294 0065 E, DATED 4/17/95.AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE OF LOT 216 BEING N89'56'00"w, PER PLAT. (FIELD DATE:) SCALE: I" = 30 FEET APPROVED BY: SJ REVISED: JOB NO. ASM47062 I REVISE PLOT PLAN 2-01-05 OLC DRAWN BY: PLOT PLAN 1-31-05 DLC LOT .216 NIN o� -25.00'- jl n I g �... o Q nl♦ "Q 3 0 O I Z LLJ 3 O Y� o(D i V13 0 OZ� PROPOSED I 0 INLET I 6 i NOT FIELD Z; LOCATED zI,d I I O IWn Id a: 1 PLAN REVIEW - CITY 9 f SANf RC I� �C - LEGEND • — BUILDING SETBACK LINE MLW - — - CENTERLINE POB — — RIGHT OF WAY LINE POL PCC x PROPOSED ELEVATION POC PROPOSED DRAINAGE FLOW OR CONCRETE & LB LICENSED BUSINESS L C.B. LS LICENSED SURVEYOR PC PRM PERMANENT REFERENCE MONUMENT PI PCP PERMANENT CONTROL POINT PRC (P) PER PLAT PT (M) MEASURED TYP (CALC) CALCULATED A/C FWD FOUND Cow C/w CONCRETE WALK RP S/w SIDEWALK R CP CONCRETE PAD CS PB PLAT BOOK C PGS PAGES R/W NG NATURAL GRADE ORB SO FT. SQUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB16393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUS CONCRETE SLAB CHORD LENGTH RIGHT -OF- WAY OFFICIAL RECORDS BOOK 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VAUD 1'ATHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR THE FIRM JAMES JAY JILES PSM #4997 DATE '3bq C(WV� k W� THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 5850 T. G. Lee Blvd., Ste.: 600 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 5850 T. G. Lee Blvd., Ste.: 600 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05624 PG 0979 CLERK'S # 2005031205 RECORDED 02/23/2005 12:25:40 PM RECORDING FEES 10.00 RECORDED BY G Harford NOTICE OF COMMENCEMENT (Prepare in duplicate) 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 the Notice of Commencement. Description of property: Lot 21 , 218, 219, 220, & 221 Celery Key Plat Book 64, Page(s) 85-96, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 5850 T. G. Lee Blvd., Ste.: 600, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone th Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 5850 T. G. Lee Blvd., Ste.: 600, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): n D.R. Horton, I By: (Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of 2005 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc.,La e aware Corporat n, on behalf of the corporation. He/She is personally known to me. Notary Public, State and County Aforesaid MICHELLE C. BLD3760442 Notary Public - State ' : My Commtsslon EVies ' +,F Commission # DD°FF Bonded By National N Notary Seal CERTIFIED COPY MARYANNE MORSE K 0 CIRCUIT COURT MI OL C NTY, FLORIDA BY D. Ty 'LERt—� FEB 2 3 Say THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 5850 T. G. Lee Blvd., Ste.: 600 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 5850 T. G. Lee Blvd., Ste.: 600 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05624 PG 0975 CLERK'S # 2005031201 RECORDED 02/23/2005 12:25:40 PM RECORDING FEES 10.00 RECORDED BY G Harford NOTICE OF COMMENCEMENT (Prepare in duplicate) 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 the Notice of Commencement. Description of property: Lot 12 , V2'3, 124, 125 & 126 Celery Key Plat Book 64, Page(s) 85-96, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 5850 T. G. Lee Blvd., Ste.: 600, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Address: 5850 T. G. Lee Blvd., Ste.: 600, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: - Address: Fax #: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(l)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): _ D.F By: (Corporate STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me thisday of 2005 by Robert A. Lawson, Assistant Secretary of D.R. Horton, IjLeware Corporation, on behalf o the corporation. He/She is personally known to me. Notary Public, State and County Aforesaid MICHELLE C. BLADEK �; Notary Public State of Florida ':°• _My�m��esDoc1.200B f f Commission # DD 376042 Bonded By National Notary Assn. Notary Seal FEB 2 3 ?OOS QRrInto Copy �ARYANNE MORS8 CLERIC OF CIRCUIT COURT SF LE 01 NTY, FLORID,', nl-1 rTY Cl Fr7K • �� CITY OF SANFORD PERMIT APPLICATIC�I Permit # : C/-3 — f, I Date: Job Address: ft�C" JI 1� L 1 l ( - Description of Work: ZDt— K . of ) Historic District: Zoning: Value of Work: S� Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout &Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential _/ Commercial Industrial Total Square Footage: Construction Type: _1 �,# of Stories: _�__ # of Dwelling Units: __�_ Flood Zone: (FEMA form required for other than X) Parcel #: -4)q — 1 I — J)— S N —= — a1-7O (Attach Proof of Ownership & Legal Description) Owners Name & Address: n.-R . 4A1C :rr>,) . T ,Ll . 1jjUCl 97 EoQD �QLdn\LYE11,2Qa S- Phone: -,f G7— Contractor Name & Address: Phone & Fax:7— 4��] —j0—S, n ct er n Phone. dC-�/� 7 -,U — ob _ Bonding Company: l Address: Mortgage Lender: t�/Li I;t5'�"- t• Address: Architect/Englneer: A,?).�f-,t,� enaax> Address:"t»I N17)K `j",TT 101_ '� WPVQ m 1EI TA eiesm fm1 - ) Fax1I 4- Application is hereby made to obtain a permit to do the work and imitations 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. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to requirementsof is permit, there maybe additional restrictions applicable to this property that maybe found in the public records of this county, and there 'b idonal p its required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permi ' v 'fi ti n that ll notify the owner of the roperty of the require Z:22M 3. Signatu of Owner/Agen Date Signature of Contractor/Agent Date o to 'da Z� b5 Date Signature of Nota -rate of Florida pate ,.�'..,,, MARILYN MALDONADO t; Notary Public • State of Flotldo Y ell%, MARILYN MALDONADO lea I ? rz Noto Publk' • State of Florida ;$ •f a Il t3 r Cont else WL mbslon # DO 370AAr r '• „p"h,Gandea BY Naflofied NotarYAsw APPLICATION APPROVED BY: BldgD� �l l Zoning: Utilities: (initial & Date) (Initial & Date FD. (Initial & Date) (Initial & Date) Special Conditions: CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONE # (407) 330-5630 APPLICATION FOR UTILITY SERVICE ACCOUNT (FULL NAME) I� SERVI MAILI FAX # (407) 328-7367 I TURN ON DATE SINGLE FAMILY RESIDENCE ✓ MULTI -FAMILY RESIDENCE COMMERCIAL Caw► -per - e� ���� � /�� fir" SOCIAL SECURITY# HOME# NA OWNER OF PROPERTY 'D, P, . }- c -+cn MhC I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. I:] V. SIGNED; DEPOSIT AMOUNT APPLICATION FEE OTHER FEES TOTAL FER MY DEPOSIT TO ANOTHER. THE NEW MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I M kRGES. E FOR MAKING SURE THAT ALL FAUCETS ARE TUR E SERVICE S ESTABL S ED. THE CITYIS O , > BY WATERFAUCETS OROUTLETS LEFTON. DWPA)MENT OF MY ACCOUNT WILL STOP SERVIC DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DATE 7 Limited Power Of Attorney I hearby name and appoint: Craig Coulton, Geoffrey Coulton, and Michael Robinson each agents of D.R. Horton Inc. To be my lawful attorney in fact to act for me and apply to The Building Department of: The City of Sanford For a residential permit for work to be performed at: Lot # :'D- I Subdivision: Celery Key Address: J(o� Ctnc ) Le-4 w2d And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing instrument was acknowledged before me this O� day of JAJ-( )200,5 By: Richard B. Ladd ( Contractor) who is personally known to me and did not show identification. State of Florida County of Orang e aya-:9bOIL801 FbAOp Notary Public Signature ��sn CITY OF SANFORD* l `--� ENGINEERING PERM(j� PERMIT No This permit shall autlrorire work to be done in the Cily of Sanford based on the approved construction plans end (lie information provided below: Riglr(•of Way Utilization........ Driveway Applicant Namc:_�GYl�rd g� Firm: _ >^ Address: Pho� (Uayl (Ni ht) Project Location of Alddress: L — Title 'of Approved Uovclapmcnt Pans: —__ - --••.. .__ Approval 03tc: Schedule of Work: from . To Proposed Activity: Driveway Installalion....... 0 Aerial Utilities ....... 0 Bore and Jack ....... 0 Open Cut(ing of Roadway ....... 0 Other ....... 0 Specific Description: ('1rurgciicylRepairs....... ❑ Underground Utilities ....... 0 Sidewalk Installation ....... 0 ................................ too ........... ego ................1..................• EAcavation (aformation: Total Lcngtlt (FT) Number of Open Roadway Cuts Aerial Information: Length (F11 Number of Poles (Existing) (New) ................................................................................. It is understood and agreed that t(le rights and privileges herein set out are granted only to tftc extent of the City of Sanford's jurisdiction and t(te right, title, or Interest in the land to be entered and'used by the permittee. The permittcc shall at all times assure all risks of and indemnity, defend, save harmless the City of Sanford from and against 81111oss, cost, damage, Or expense arising In any manner on account of the permit request by said permitteo Of the foresaid rights and privileges. In the event of any future construction of roadways, utilities, stormwater facifities,or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall removo andfor relocate as necessary at no cost to the City of Sanford, insofar as such facilities are within the public right- of—way. 4CALL THE PUBLIC WOR OEPT. AT 330.5681 TO SCHEDULE A PRE -POUR INSPECTION APPLICANT SiGNATURE [)ATC Reviewed: Public Works Utilities --- AP I'll 0 V ro: fnginrr.ruul CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT ❑ 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property.lines for permit for structures (not fences) ❑ 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: ❑ a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. ❑ b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from waUs are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) ❑ C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. ❑ d. Cross sections of all wall sections to be used in the structure. Bearing non -bearing inter and exterior. Show all components of wall section. ❑ e. Framing plan for floor joists where conventionally framed. Plan to indicate span, size and species of materials to be used. ❑ f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. ❑ g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handralls and guardrails. ❑ h. Square footage table showing footages: 1136) Garages/Carports S.F. Porch(s)/Entry(s) _ _S.F. Patio(s) S.F. Conditioned structure Total (Gross Area) a '6,Q5 S.F. ❑ 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) ❑ 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. ❑ 5. Other submittal Documents: ❑ a. Utility letter or approval when public water supply and/or sewer system connection to be made. ❑ b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,Sanford, F1(407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. ❑ 6. AppUcation to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tie beams - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / flrewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical ftA and plumb final 14. Building final /� 15. Other / J DATE SIGNATURE (By Owner or 1P I AX ST .= C 0N_.rR0 L Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install: Contract Number N address City/State/Zlp_�lA1ZL0, Phone & Email INSTALLATION ADDRESS: LOTS" SPECIAL OR ADDITIONAL COMMENTS Quarterly Payment Amount S (First payment due on the Install'. nstall Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and Justify removal of the Sentricon System, Name Address Clty/State/Zlp Phone & Email CeAer 2,k NOTIFICATION STICKER LOCATED: ftut-s— e . DAMAGE REPAIR WARRANTY From the date of lnstallatlon of the Sentricon* Colony Elimination System, Apex wlll property during the warranty period, Apex will, upon notification and Inspection, arrange for -arrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described the cost of labor and materials not to exceed $1,000,000. the necessary repairs and pay Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GO vE?,JN� HE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date Customer or Agent Signature, Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained In literature provided by DowElanco: I. Install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s), 2• monitor those Stations for twelve months from the date -hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and 4• during those years, Inform the Customer of: g• any new or Increased termite activity noted at the Stations b• any addition or. removal of Recruit* of Recrult* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity, The Company will extend this Service Commitment following the original twelve month obligation, The Pretreatment Plan may malntalned for the LIFETIME of the Identified property subject to. the terms and cond agreement for 1�'. Sentricon er quarter (3mo period) payable on or before the end of the previous monitoring ideas of this the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not t o per ��egr. g period. After o exceed 10 /, The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil c under pler type structure, or as noted In "Special or Additional Comments"• maintain the greats) eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwisecontact, standing eater. the area(s) balled. At no time will damage caused to an The Customer also agrees to notify Apex of and Insect infestation, be the responsibility of Apex In areas where any of the conditions described !n Into, onto, or under y portion(s) of the Structure(s), even by an active wood destroying of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility this Paragraph exist, Failure DISCLAIMER: COMPANY DISCLAIMS P nslblllty under this parggrgph. . INCLUDING STATUTORY W ALL OTHER WgRRANTIEs MERCHANTABILITY, FITNESSFOR AIPARC PFICALLY DISCLAIMSHE�RANY EXPRESS OR IMPLIED, FURTHER, COMPANY HAS MADE NO U 'POSE, OR WAItFtAI� IMPLIED ti'''ARRAIN?ES OF SERVICE PROVIDED AFFMMATION OF FACT OR PROMISE ALIKE SERVICE, Customer expressly waivesHEE UNDER ses any HAS CREATED RELATING TO negligence, torts, personal injury, death, violation of an statute, OR AMOUNTED TO' AN EXPRESS PRODUCT OR Y suit, arbitration or other legal proceedingSag fast WARRANTY, compensatory, lheldental, consequential, exem la y atute, rule, or regulation, loss of use, diminution of value, economior c cent shall Apex be liable for any amount greater that amount paid Id the Customer to P rY, punitive, llid by ted, treble, or special damages !f any kind, and In no Apex for the service to be performed. SENSITIVITY/PHYSICAL FACTORSt Customer understands and agrees that (1)It Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physiclan If necessary regarding any affects the Property treatment may have and (2)lt Is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any allergy or. sensitivity concerning odors, dust, pollen, respiratory illness, or other condition that may be netivttted or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the,general terms and conditions are hereby made part of this contract and apply without exception. I. DO`VELANCO OWNERSHIP OF SENTRICON• SYSTEM COMPONENTS: The Customer understands thatt All components of the Sentrtcon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. :. On expiration or termination of this Agreement, Apex and DowElanco or Its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. �. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrtcon"System A. Apex wills (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protectlon or discontinuing the relationship(notet Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such' event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relatlonshlp.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protectlon, give the Customer credit for service paid for but not yet rec,elved;- (4)lf the Customer elects to discontinue the relatlonshlp, or If Apex cannot offer an effective dtfferent.form of termite protectlon, refund to the Customer an amount equal to the fee paid for services not yet received, andt(5)retricve, or advise DowElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b, the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components) and; (2)elther agree with Apex on the use of it different form of termite control or elect to discontinue this. relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the Initial Installatlon. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed oil (2) to any termlticlde being applied on or close to the location of any Station, or; (3) toll is removed or added around the foundation, or; (4) any tampering -of batting equipment or supplies occurs, the Customer will immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may vold this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging gny part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located Ir Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex ma; sylthout notice., terminate this Agreement and pursue all other available remedies, which shall be cumulat(ve, and (2) Interest shall accrue n the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred b; Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement I held to be Invalid or unenforceable for any reason, the remalning terms and conditions of this Agreement shall remain In full force nn effect. CHANCE IN LAW. In the event of a chango In applicable law as It pertalrts to the services promised herein, Apex reserved the right i revlse-the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's llabillty under this Agreement will be terminated If Apex is prevented from fttlfilllr Its responsibilities under the terms of this Agreement by any reason of delays In transportatlon, 'shortages of fueUor mater►als, sttikc embargoes, fires, floods, hurricanes, storms, quarantine restrlctlonh or any other act of God or elrcumstances beyond the control of Ape Apex disclalms any liability for special, Incidental, or consequentlal damages. This Agreement does not cover and Apex will not responsible for; (1)tcrmite damage resulting from water leakage; (2)termlte damage resulting from masonry failure or grade alteratior Mtermite damage resulting from direct wood to soil contact; (4)furniture and contents; (S)areas of existing damage unless areas have be repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereund Customer agrees to submit the dispute to the least expensive procedure of arbltratlon In accordance with the rules and procedures commercial arbltratlon of the American Arbltratlon Association or any successor organizatlon, and In accordance with and subject to all provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seo. I Proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offlees of Apex or designee. The arbitrator will have the complete power to determine all Issues of fact rind law, and any determinatlon of the arbitrntors be final and coricluslve, and binding on both parties. Customer agrees that any such arbltratlon shall be.conducted on an Indlvldunl bn and not n class wide basis. Apex shall recover all fees, costs, and attorneys fees assoclated with the arbltratlon proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the paroles no other representations of statements will be binding on the parties. REFUNDS; Apex at any time on or after 36 (thirty-six) months from the initial date of Installation, terminate this Agreement and relieved of any liability hereunder If Apex determines, In Its tole discretion, that It Is unable to prevent or stop further damage to Prop, from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately In writln The Apex Corporate Office. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the Identi Property for any purpose contemplated by this Agreement, Including but not limited to re -inspection, whether the Inspection Nvns rcquc by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 one Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a year from Its cffectivc date, After (thirty) days of the transfer of the treated Property, transfer fee payable to Apex Nvlthl 'Tr&dcm&rk of DOWEl,nco Brevard Area 508 S Plumosa St. Merritt Island, FL 32952 407.459.2847 800.929.2847 Orlando Area 7006 Stapolnt Ct. #G Winterpark, FL 32792 407-858.0540 888.764.2847 Tampa/Sarasota Area 5314 Faulkenburg Rd N Tampa, FL 33510 813.221.2847 877.459.2847 PLOT PLAN DESCRIPTION: ( AS FURNISHED LOT 217, CELERY KEY, AS RECORDED IN PLAT BOOK 64, PAGES 85-96 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LOT 217 CONTAINS 7056 SQUARE FEET t THIS STRUCTURE CONTAINS 2057 SQUARE FEET t TOTAL CONCRETE 684 SO. FT. t TOTAL SOD 4935 SO. FT. t PI KEY HAVEN DRIVE LOT 218 ' 4� 117.59' ' S89'56'00"E c05DRAINAGE& UTILITY EASEMENT 25.00' -_-_-------------_- -__O--------- L---- W r-----— '— - —' —-— — — — — - — - - 0 55.5' I n -IZ v W ¢ I PROPOSED ^ .�'�_':';'.:y-;r:I :,`•':�...t. N Q FINISHED FLOOR •` �." ,e? : Q Q Q N I ELEVA TION.15.89 0 W ou "•.,:+•.•ti+ " p o Ir< I11 O OO 1 J (o 80' '^6.7 �7 QO —1 60.O W 0VZ W 57.83' I PROPOSED INLET 4 o 31,3' 16.8' I 25.5' NOT FIELD LOCATED w3 Jly -----------------o =-> ` — _,—•— — ——.—.—.—•—•— I ----------------------------- o-------1----- - 5' DRAINAGE & UTILITY EASEMENT -' I I Z 6 0 iti rc ------- \h-- i N89'56'00' W �, J 117.59' N ' I I I o LOT .216 ' I �PC BUILDING SETBACKS FRONT: 25' REAR: 25' SIDE: 7.5' CORNER: 25' PREPARED FOR: DR HORTON 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SETBACK LINES SHOWN HEREON ARE PER DATA FURNISHED BY CLIENT AND ARE FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL N0. 120294 0065 E. DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. I BEARINGS SHOWN HEREON ARE BASED I ON THE SOUTHERLY LINE OF LOT 216 BEING N89'56'00"W, PER PLAT. (FIELD DATE:) SCALE: I" = 30 FEET APPROVED BY: SJ REVISED: 1"=30' GRAPHIC SCALE 0 15 30 3 Y6 PLANS REV'IEWEED CITY OF 15n�,.D - LEGEND — — BUILDING SETBACK LINE MLW - — - CENTERLINE POB — — RIGHT OF WAY LINE POL PCC 4�Vx PROPOSED ELEVATION pOO PROPOSED DRAINAGE FLOW OR PD CONCRETE a L LB LICENSED BUSINESS c LS LICENSED SURVEYOR PC PRM PERMANENT REFERENCE MONUMENT P, PCP PERMANENT CONTROL POINT PRC (P) PER PLAT PT (M) MEASURED TYP (CALC) CALCULATED A/C FND FOUND CBW C/W CONCRETE WALK RP S/W SIDEWALK R P CONCRETE PAD CS PB PLAT BOOK PCs PAGES R/W NG SO FT. NATURAL GRADE SOUARF FFFT oRD AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB16393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELIA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUS CONCRETE SLAB CHORD LENGTH RIGHT -OF- WAY 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VAIJD WITHOUT THE SIGNATURE AND THE ORIGINAL RA;SEU SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. - JOB NO. ASM47062 DRAWN BY: REVISE PLOT PLAN 2-01-05 DLC PLOT PLAN 1-31-05 DLC FOR THE FIRM JAMES JAY JILES PSM #4997 DATE J FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY,.CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project 31: Builder: DR.' HORTON AddressN:-f?q CY 1 Permitting Office: e � oc- Ci State. Permit Number. City, .�0�1 � Owner. t�N�l`'I 1 Jurisdiction Number. Climate on Central &9 /'5 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (III) 7. Glass area & type Single Pane a. Clear glass, default U-factor 223.0 ft' b. Default tint 0.0 R' c. Labeled U or SHGC 0.0 R' 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concreto,i ►?Asul, Exterior b. N/A c. N/A d N/A ` e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Interior b. N/A New Single family _ I _ 3 _ Yes _ 2061 ft' Double Pane _ 0.0 fl' _ 0.0 112 _ 0.0 fl' R=0.0, 190.0(p) fl _ R=4.1, 1684.4 fl' _ R=19.0, 2061.0 ft' _ Sup. R=6.0, 1.0 fl _ 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Hcat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 24373 PASS Total base points: 28836 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Flor. � En rgy de OWNE!I/ NT• DATE:S Cap: 48.0 kBtu/hr SEER: 12.00 Cap: 48.0 kBtu/hr _ HSPF:8.00 Cap: 50.0 gallons _ EF: 0.86 _ PT, _ Review of the plans and specifications covered by this OItTHESr4., o calculation indicates compliance with the Florida Energy Code. /fill Before construction is completed - a this building will be inspected for •lq, compliance with Section 553.908 C,t Florida Statutes. C00 We �o BUILDING OFFICIAL: DATE: " . ,w« EnergyGauge® (Version: FLRCSB v3.30) ;, -, 'it vw , I - RIGHT-! CALCULATION PROCEDURES A, B, C, D ` Entire House ,..� DEL AIR HEATING,AIR CONDITIONING,R Job: 1629/1631 3.23.01 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 19406 ft3 x 0.0167 = 2 Winter in fttion load 1.1 x 259 cfm 3. Winter infiltlation HTM 9108 Btuh / 243 x 32 °F Wlrter TD = ft2 Total window = and door area Procedure B -Summer Infiltration HTM Calculation 259 cfm 9108 BlLih 37.5 BtuW 1. Summer hfiltration AVF 0.40 ach x 19406 ft3 x 0.0167 = 129 cfm 2 Summer infiltration bad 1.1 x 129 Cfm x 18 °F SurmwTD = 2562 Bb h 3. Summer h*atbn HTM 2562 Bb h / 243 ft2 Total window = 10.5 Btuh/ft2 and door area Prol,-eiure C - Latent Infiltration Gain 0.68 x 43 gr/Ib moistdiff. x 129 cfm = 3815 Bluh -roceclure D - Equipment Sizing Loads 1. Sensible siziM bad Sensible ventilation bad 1.1 x 50 cfm vent x 18 °F StmnErTD = 990 Btuh Sensible bad for stnichire (Line 19) + 26551 Btuh Sum of ventilation and structure bads = 27541 Btuh Rating and t mperAn Swingmultiplier x Equipment 0.98 song bad - = 26990 Btuh 2 Latent song bad Latent ventilation bad 0.68 x 50 cfm vent. x 43 gr/Ib moistdiff. = 1474 Btuh Internal loads = 230 Btuh x 7 people + 1610 Btuh Infiltration bad from Procedure C + 3815 Btuh Equipment sizing bad - latent = 6900 Btuh 'Construction Quality is: a No. of Fireplaces is: 0 Bold/italic values have been manually overridden Printout oeMed by ACCA to meet all requirements of Manual J 7th Ed. .� Wr i0htsOft Right -Suite Residential 5.5.17 RSR26013 2003-Dec-17 15:07:28 E:1FileslDrHorton200211631SALESOFFICE%1631SALESOFFICE.rsr Page 1 PROJECT SUMMARY a Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For. OR HORTON Notes: SALES CFFICE MOCK RVSD: 12t17M JLC Job: 1629/1631 3.23.01 Weather. Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 ' °F Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TO 18 OF range M RRelaM humidly 50 % Moisture difference 43 grAb Heating Summary Sensible Cooling Equipment Load Sizing Building loss 37733 Btuh Structure 26551 Bkh V air 0 cfm Ventilation 990 Bkh _ Ventilation perature swing 3n °F Design heat 37733 Bbh U mfg.ddata ` Rate/swing multiplier 0.98 Infiltration Total sens. equip. bad 26990 Bkh Method Simpulied Latent Cooling Equipment Load Sizing Contraction quality Average Fireplaces 0 Internal gains 1610 Bkh Ventilation 1474 Bhb Area Heatin Coolin IrAlltratioon 3815 Bhfi (ft) Total latent equip. bad 6900 Bhun Volume 101 19406 Air chanciesitiour Equiv. A (dm) 0.80 0.40 259 129 TatEd equipment bad Req. 0.80 33890 Bkh capa* at SHR 2.8 bon Heating Equipment Summary Cooling Equipment Summary Mahe TRADE Make TRANE Trade Trade Model cord Can Efficiency 6.9 HSPF Efficiency 10.3 EER Heating input Sensible Cooling 37600 Bhah Heating output 0 Bhfn @ 47°F Latent cooling 9400 Btiuh Temperature rise 0 OF Total cooling 47000 Bb h Actual air flow 1600 cfm Actual air flow 1600 cfm Air flow factor 0.042 dnVBhuh Air flow factor 0.060 dnVBhih Static pressure 0.44 in H2O Static pressure 0.44 in H2O Space ttnermostat Load sensible heat ratio 80 % Bold/italic values have been manually overridden Print A certified by ACCA to meet all requirements of Manual J 7th Ed. . wnghtsoft Right -Suite Residential 5 5.17 RSR26013 2003-Dec-17 15:07:28 .�A E:1FileslDrHorton2002ll631SALESOFFICE%1631SALESOFFICE.rsr Page 1 RIGHT-! WINDOW DATA i DEL AIR HEATING,AIR CONDITIONING,R Job:162911631 3.23.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R FYR/LIV/DIN a n se a C n 0 d 1 1 90 1.0 1.0 6.0 5.2 47.4 23.0 0.0 a n ne a C n 0 d 1 1 90 1.0 1.0 2.0 5.2 39.4 23.0 0.0 a n se a C n 0 n 1 1 90 1.0 6.0 10.0 7.0 76.4 7.0 0.0 M.BTH M. BR b n nw a C n 0 d 1 1 90 1.0 8.0 2.0 7.0 39.4 53.0 0.0 FAMILY a n nw a C n 0 d 1 1 90 1.0 1.0 2.0 5.2 39.4 32.0 0.0 b n ne a C n 0 d 1 1 90 1.0 15.0 2.0 7.0 39.4 53.0 0.0 NOOK/KITCHEN • LAUN. BDRM3 a n sw a C n 0 d 1 1 90 1.0 1.0 2.0 5.2 47.4 16.0 0.0 BTH2 BDRM2 a n nw a C n 0 d 1 1 90 1.0 1.0 2.0 5.2 39.4 16.0 0.0 SALES OFFICE _,- vvnghtsoft Right -Suite Residential 5.5.17 RSR26013 ACC % E:lFiles%DrHorton200211631SALESOFFICE11631SALESOFFICE.rsr 2003-Dec-17 15:07:28 Page 1 PnIGJiT� WORKSHEET bre ouse DEL AIR HEATING,AIR CONDITIONING,R Job: 1629/1631 3.23.01 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 mwvur+e.r. nn ea 1 Nernedrwm Entire Huse FYRUV/D(N MBTH NL BR 2 Ler�1 deposed teal 205.0 R 46.0 R 11.0 R 29.0 R 3 Roornr3nertvons 19.0 x 22.0 R 120 x 11.0 R 15.0 x 14.0 R 4 Ce'hgs Cona.Option 9.4 R hmtbod d 9.4 N heaK000l 9.4 R heehtlod 9.4 R heatbod TYPE CF I CST mm Area Load w) Area Load (Bill) Area Load (Bllt) Area Load w) EMMIRE ND. H1A Clg On Htg I Clg 012) H19 I Clg OF) Ht9 09 OF) Htg Gg 5 Gross a 14B 4.6 21 1927 - - 432 "" "" 103 - - E�osed b 13C 3.2 1.2 0 - - 0 - - 0 - - t and c 12C 29 1.9 0 - - 0 - - 0 - - patitiors d 00 00 0 - - 0 - - 0 - - e 0.0 0.0 0 "" - 0 - - 0 - - f 00 0.0 0 - - 0 - - 0 - 6 Vtdansad a 1C 37.0 117 4324 - S3 1959 - 0 0 "" 0 - glass doom b BC 37.0 106 3916 - 0 0 - 0 0 "" 19% - Heating c 9C 38.7 0 0- 0 0- 0 0 ""'c 0- d 0.0 0 0- 0 0 - 0 0 ""c 0- e 0.0 0 0- 0 0- 0 0 "" 0- f 0.0 0 0- 0 0. 0 0 0. 7 VYtdmsand North 0.0 0 - 0 0 - 0 0 - 0 "" 0 glass doors NE14W 394 177 - 6974 23 - 906 0 - 0 S.- 20BB Coaling ENV 0.0 0 - 0 0 - 0 0 - 0 0 SESW 518 46 - 2383 30 - 1625 0 - 0 c- 0 South 0.0 0- 0 0- 0 0 - 0 c- 0 Hoyt 00 0 - 0 0 - 0 0 - 0 c - 0 8 ORtadoors a 11A 18.9 1V 20 378 216 20 378 256 0 0 0 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 9 Net a 14B 4.6 21 16B4 7760 3468 359 1656 740 103 476 213 1012 452 eposed b 13C 32 1.2 0 0 0 0 0 0 0 0 0 c 0 0 Ovals and c 12C 29 1.9 0 0 0 0 0 0 0 0 0 0 0 patibors d 0.0 0.0 0 0 0 0 0 0 0 0 0c 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 22 2055 3501 4596 418 709 930 132 224 294 21C 355 467 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 If 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 205 S314 0 46 1192 0 11 286 0 z 752 0 (Note: roan b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 PE ireiEr c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 for stab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 Roos) If 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 trMatia a 37.5 10.5 243 910B 25MM 73 2736 770 0 0 0 199 559 13 Sublobl bss=6+6-+11+12 - 34,'iO3 - - 8m - - 9w - - .... Less ederM heating- 0 - - 0 - - 0 - - 0 - Less tans%r - 0 - - 0 - - 0 - - 0 - Haating redstrbution - 0 - - 0 - - 0 - - 0 - 14 Dud loss 1M/c 3430 - 10%, fm - 100 99 - 15 Total loss =13+14 - 37733 - - ggg3 �-- .... 1084 »- - 6671 »- 16 Int gain: People @ 300 7 - 2100 1 "" 300 0 - 0 1 - 300 Appl @ 120D 2 - 1800 0 "" 0 0 - 0 c- 0 17 Sablot RSH gar7+8.+12+16 "" - 24137 - S526 "" '�'� 507 3867 Less edlernal cooling - - 0 - "" 0 - -"' 0 "" - 0 Less oatsb - '-" 0 - ~~ 0 - - 0 ~~ - 0 cooing rediStril n '~- - 0 - 0 --•• - 0 -_ -» 0 18 Dudgan 10% - 2414 10'/ 553 10° - 51 1(P - 387 19 Total RSH gat=(17+18)'PLF 1.00 - X%l 1.00 "" 5079 1.00 - 567 1.00 - 47ai 2D Ai required (dtrl) "" 1600 1600 - 403 3% "" 46 37 "" 2�i 256 PrinW owtfied by ACCA tO meet A mquimments of Manual J 7th Ed. wrsgHVt -ort Right -Suite Residential 5.5.17 RSR26013 2003-Dec-17 15:07:28 ' '` E:%Files\DrHorton2002\1631SALESOFFICE\1631SALESOFFICE.rsr Page 1 PI HTd ORKSHEET Here C%e DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE Y. FL 32746-6206 Phone: (407) 831-2665 Job: 1629/1631 3.23.01 vvLjAL d fin tom. 1 Namedwn FAMILY NOOKKTCHEN LAUN BDRND 74tw 2 dexpoeed"d 24.0 R 0.0 It 0.0 R 14.0 R 3 Room6natsors 14.0 x 16.0 ft 16.0 x 14.0 R 10.0 x 6.0 It 11.0 x 13.0 ft Ce3gs Condit Option 9.4 ft 1 9.4 It heath" 9.4 R lreatRlool 9A ftj haltCocl TYPE CF CST HTM Area Load (BLW) Area Load (Bih) Area load (BLit) Area load (Blf1) E)(POSURE NO. Htg Clg (W) Htg CIg (lit') Htg Clg (Itl) Htg I C19 OF) Hlg C19 5 Gross a 14B 4.6 21 226 - - 0 - - 0 - - 1 Epoeed b 13C 3.2 1.2 0 - - 0 - - 0 - - vmband c 12C 29 1.9 0 - - 0 - - 0 - - patitb d 0.0 0.0 0 - - 0 "- - 0 e 00 0.0 0 - - 0 "" 0 "~ "" '-'• ~~ If 0.0 0.0 0 - - 0 "" - 0 6 Wdaysard a 1C 37.0 - 32 1183 - 0 0 - 0 0 - U 591 - glass doors b 8C 370 " 53 1959 - 0 0 - 0 0 - 0 - F ea" c 9C 38.7 " 0 0- 0 0- 0 0- 0- d 0.0 0 0 0 0 0 0 0 e 0.0 0 0 "" 0 0 "" 0 0 "" 0 If 0.0 01 0 0 "" 0 0 "" 0 7 V*xb&sard North 0.0 0 "" 0 0 ^" 0 0 - 0 "" 0 glass doors NE44W 39.4 85 "" 3349 0 "" 0 0 - 0 0 Cooling EAN 0.0 0 "" 0 0 "' 0 0 - 0 0 SE1SW 51.8 0 0 0 "" 0 0 - 0 1 - 758 fi Sa 0.0 0 0 0 0 0 - 0 - 0 Horz 0.0 0 "" 0 0 "" 0 0 - 0 - 0 8 Other doors a 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 1 127 j 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 9 Nd a 14B 4.6 21 141 648 29D 0 0 0 0 0 0 11E 533 238 e poeed b 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 wells and c 12C 29 1.9 0 0 0 0 0 0 0 0 0 0 0 parttrars d 00 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 22 224 310 419 214 38D 499 60 102 134 1< 243 318 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 00 00 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 24 622 0 0 0 0 0 0 0 11 383 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 pE14 rt91113 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 flops) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 hilbatia a 37.5 10.5 86 3185 896 0 0 0 0 0 0 1 600 169 13 Slbbial bss6«8.-+11+12 - 7977, - - 380 •••• - 102 - - 2329 •••• Less okmal healing - 0 - - 0 "" - 0 - - 0 - Less bane - 0 - - 0 .... - 0 - - 0 - Heating retstrbubon - 0 - - 0 "" - 0 - - 0 - 14 Duct loss 10% 798 - 1Oc 38 "" 1001 10 - 15 Total loss =13+14 - 8775 - - 4181 112 - - 16 Int gams: people ® 3M 3 "" 900 0 - 0 0 "" 0 c"" 0 Appl (9? 120D 0 "" 0 1 - 1200 1 "" em c 0 17 SWU RSH gait=7+8_+12+16 "" "" 5933 "" "" 1699 "" "" 734 "" "" 1483 less extental mofg "" "" 0 "" - 0 "" "" 0 ^" "" 0 less tansfa "" "" 0 "" "" 0 "" "" 0 "" "" 0 Cooling redstrbution - "" 0 "" - 0 "" "" 0 "" "" 0 18 Dud gait 10% - 593 10°/ - 170 10° "" 73 10' "" 148 19 Total RSH gaiti=(17+18)-PLF 1.00 "" 6527 1.00 - 1858 1.00 "" 807 100 "" 1632 20 Air required (dirt) "" 372 3M "" 18 113 "" 5 49 "" 109 98 Printout certified by ACCA to meet ag regLurements of Manual J 7th Ed. wr�g1^rtsoftt Right -Suite Residential 5.5.17 RSR26013 2003-Dec-17 15:07:28 '���` E:1Files\DrHorton2002%1631SALESOFFICE11631SALESOFFICE.rsr Page 2 .7 RI )iTd WORKSHEET M EEntire Ouse DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 1629/1631 3.23.01 NWVVLIAL d M to 1 Nainedroorn BTH2 BDRW SALESOFFICE 2 Layidexposedwel 8.0 n 24.0 n 49.0 It 3 Rarndinasors 10.0 x 8.0 It 11.0 x 13.0 R 21.0 x 20.5 R 4 CerYgs Cord. Option 9.4 ft I 9A R heetbool 9.4 n IheafAloal TYPE OF I CST HIM Area Load (akin) Area load W) Area load W) Area E)POSLffIE NO. Htg Clg HO Clg HO Clg H9 Clg ft C19 5 Gross a 14B 4.6 21 75 - - m "" "" '0 "" - "" "" Epcsed b 13C 3.2 12 0 "" - 0 - "" 0 "" "" "" "" walls and c 12C 29 19 0 - - 0 - - 0 "" "" - "" partiiors d 0.0 00 0 - - 0 - - 0 "" "" "" - e 0.0 0.0 0 "" - 0 - - 0 - - - - f 0.0 0.0 0 0 "" "" 0 6 Vddansand a 1C 37.0 " 0 0 - 16 591 "" 0 0 glass doors b 8C 37.0 " 0 0 "" 0 0 "" 0 0 Heating c 9C 317 " 0 0- 0 0 "" 0 0 d 0.0 " 0 0- 0 0 "" 0 0 e 0.0 " 0 0- 0 0 "" 0 0 f 1 0.0 " 01 0- 01 0- 0 0 7 Widansard North 0.0 0 "" 0 0 - 0 0 "" 0 "" toss doors NE44W 39.4 0 "" 0 16 "" 630 0 "" 0 Cocf�>0 E W 0.0 0 "" 0 0 - 0 0 - 0 SESW 51.8 0 "" 0 0 "" 0 0 "" 0 - Safi 0.0 0 "" 0 0 "" 0 0 "" 0 "" Horz 0.0 0 "" 0 0 - 0 0 "" 0 "" 8 Madoors a 11A 189 127 0 0 0 0 0 0 0 0 0 b 11A 18.9 127 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 21 75 347 155 210 986 432 461 2122 948 epceed b 13C 32 1.2 0 0 0 0 0 0 0 0 0 walls and c 12C 29 1.9 0 0 0 0 0 0 0 0 0 psiLbors d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 If 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 22 80 135 178 143 243 318 431 730 968 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 If 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 27A 25.9 0.0 8 207 0 24 622 0 49 12711 0 (Nole:morn b 0.0 0.0 0 0 0 0 0 0 0 0 0 PainNa c 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 hdibcltb a 37.5 10,5 0 0 0 16 600 169 0 0 0 13 Stbbtal bss 4.8-+11+12 "" 690 "" "" 3022 "" - 4123 "" - - Less edinal IvEdng - 0 •••• - 0 "" "" 0 "" "" "" Less liarsier "" 0 ".. •..• 0 "" "" 0 - "" "" Heabrg redistrbuton - 0 .... .... 0 "" "" 0 "" - - 14 Duct loss 10'/ 69 "" 1(p/ 302 "" 10° 412 "" 15 Total loss =13+14 - 759 3324 "- "" 4536 "" "" "" 16 hrt gain: People @ 300 0 - 0 0 - 0 2 - 600 AppL @ 1200 0 "" 0 0 - 0 0 - 0 17 SlbU RSH gaiT-7+B_+12+16 .... - 333 .... - 1549 - - 2507 •." ••" Less edema! oodng - "" 0 "" "" 0 "" "" 0 "" Less it sfer - "" 0 •••• - 0 "" "" 0 "" •••• Cooing redrsbbution - "" 0 ...• - 0 - "" 0 "" .... 18 Duct gain 10'/ - 33 101/c - 155 100 - 251 % .... 19 Total RSH gai =(17+18)'PLF 1.00 "" 366 1.00 - 1704 1.00 - 2757 20 Air mquned (d" "" 32 22 "" 141 103 "" 192 166 "" PrhW certified by ACCA b meet au mgtmemerft of Mmium J 7th Ed. wrrrgi-�t5o1FC Right -Suite Residential 5.5.17 RSR26013 2003-Dec-17 15:07:28 '�� E:%Files\DrHorton2002\1631SALESOFFICE\163iSALESOFFICE.rsr Page 3 ENERGY PERFORMANCE LEVEL (EPL) �DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.7 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 48.0 kBtu/hr _ 3. Number of units, if multi -family I _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area (fl') 2061 ft' c. N/A _ 7. Glass area & type Single Pane Double Pane _ - a. Clear - single pane 223.0 fl' 0.0 fl' _ 13. Heating systems b. Clear - double pane 0.0 ft, 0.0 fl' _ a. Electric Heat Pump Cap: 48.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 fl' 0.0 ft, _ HSPF: 8.00 _ d Tint/other SHGC - double pane b. N/A _ 8. Floor types _ _ a. Slab -On -Grade Edge Insulation R=0.0, 190.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=4.1, 1684.4 ft' _ EF: 0.86 _ b. N/A _ b. N/A _ c. N/A d N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 2061.0 ft' _ 15. HVAC credits PT, _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Wholc house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH(Sealed):Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) 1 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) �p� (EIEST,��BO in this home before final inspection. Otherwise, a new EPL Display Card will be completed I o, based on installed Cod compliant feat res. ,,,�" '_ •" Builder Signature: V �/�/� 1/ Date: /Cd Address of New Home / City/FL Zip: �G�>�� •l"Cpp��Q *NOTE: The home's estimated energy performances re is only available through the FLARES computer program. 3 This is-wi a Building Energy Rating. 1f your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarMdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge® (Version: FLRCSB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2061.0 25.78 9563.9 Single, Clear W 1.0 11.2 23.0 57.68 1.00 1320.2 Single, Clear S 1.0 7.2 23.0 48.22 0.97 1076.5 Single, Clear W 6.0 17.0 7.0 57.68 0.84 339.7 Single, Clear E 8.0 9.0 53.0 63.97 0.56 1891.8 Single, Clear E 1.0 7.2 32.0 63.97 0.98 2013.0 Single, Clear S 15.0 9.0 53.0 48.22 0.51 1296.6 Single, Clear N 1.0 7.2 16.0 30.19 0.99 475.9 Single, Clear E 1.0 7.2 16.0 63.97 0.98 1006.5 As -Built Total: 223.0 9420.2 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul, Exterior 4.1 1684.4 1.18 1987.6 Exterior 1684.4 1.90 3200.4 Base Total: 1684.4 3200.4 As -Built Total: 1684.4 1987.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 20.0 4.80 96.0 Exterior 20.0 4.80 96.0 Base Total: 20.0 96.0 As -Built Total: 20.0 96.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 2061.0 2.13 4389.9 Under Attic 19.0 2061.0 2.82 X 1.00 5812.0 Base Total: 2061.0 4389.9 As -Built Total: 2061.0 5812.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 190.0(0) -31.8 -6042.0 Slab -On -Grade Edge Insulation 0.0 190.0(p -31.90 -6061.0 Raised 0.0 0.00 0.0 Base Total: -6042.0 As -Built Total: 190.0 -6061.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 2061.0 14.31 29492.9 2061.0 14.31 29492.9 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 40701.1 Summer As -Built Points: 40747.7 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 40747.7 1 1.000 (1.087 x 1.150 x 0.85) 0.284 0.950 11756.9 40701.1 0.4266 17363.1 40747.7 1.00 1.069 0.284 0.950 11756.9 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.30 FORM 60OA-2001 r u WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 2061.0 5.86 2173.9 Single, Clear W 1.0 11.2 23.0 13.25 1.00 304.5 Single, Clear S 1.0 7.2 23.0 9.90 1.00 227.6 Single, Clear W 6.0 17.0 7.0 13.25 1.02 94.9 Single, Clear E 8.0 9.0 53.0 12.37 1.14 749.2 Single, Clear E 1.0 7.2 32.0 12.37 1.01 398.4 Single, Clear S 15.0 9.0 53.0 9.90 2.17 1138.3 Single, Clear N 1.0 7.2 16.0 15.07 1.00 240.6 Single, Clear E 1.0 7.2 16.0 12.37 1.01 199.2 As -Built Total: 223.0 3362.9 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent - 0.0 0.00 0.0 Concrete, Int Insul, Exterior 4.1 1684.4 3.31 5566.9 Exterior 1684.4 2.00 3368.8 Base Total: 1684.4 3368.8 As -Built Total: 1684.4 5566.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Insulated 20.0 5.10 102.0 Exterior 20.0 5.10 102.0 Base Total: 20.0 102.0 As -Built Total: 20.0 102.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 2061.0 0.64 1319.0 Under Attic 19.0 2061.0 0.87 X 1.00 1793.1 Base Total: 2061.0 1319.0 As -Built Total: 2061.0 1793.1 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 190.0(p) -1.9 -361.0 Slab -On -Grade Edge Insulation 0.0 190.0(p 2.50 475.0 Raised 0.0 0.00 0.0 Base Total: -361.0 As -Built Total: 190.0 475.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 2061.0 -0.28 -577.1 2061.0 -0.28 -577.1 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WINTER CALCULATIONS 0'. Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 6025.7 Winter As -Built Points: 10712.8 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 10712.8 1.000 (1.078 x 1.160 x 0.87) 0.427 0.950 4745.3 6025.7 0.6274 3780.5 10712.8 1.00 1.093 0.427 0.950 4745.3 EnergyGauge^" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS:.. , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 17363 3781 7692 28836 1 11757 4745 7871 24373 PASS 'CHE Sr47�0 /fill '�ii='�A.�• ,��� o 'F,ArI E EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeOFIaRES'2001 FLRCSB J3.30 FORM 60OA-2001 Code Compliance Checklist �. Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi-storV Houses 606.1.ABC.1.2.5 Air barrier on perim2ter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences_) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Seperate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGauge^" DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.30 HB. r07- i ■ `I 11 1 BDRM.k2 II FAMILY I C&MD 9 -4 clg ROOM I �, 9'-4•clg IUx6 lwcd IMy I 85 lie ■ rn f ■ I ■ ■ ■ 12x61I1wcd 12x6 lwcd 6• t 1160 160 P 1 0 r' 9 I 7, rJ MASTER H H ~ Q 8" 7• 1404 rag • 12 12 rog 4, 12" PF1E-WIRED 8x4 1wc ji �•�� �I QC EAN 20 'i �' 14xB lwcd I-: bath duct 8" 12- �� 205 .roof cap S. 8" 4" bath duct fan 0 -4 �'g '� to roof cap TONE 696RNBy '� �' ■ " JIOx r ii° 0 _ 10x10 4wcd l� 4' Won-light 95 � 5 ,. ONE "/63RLNB 25 101, 10x6 lwcd m 85 _ j �� I •,� HDRM 1i3 _ j - c g R y 9'-4clg I' � ^ DINING ROOM �, �{i PANEL -- - - ■, LS-{ 6 Ij Ox18 rag 9'-4"clg OND WH. IN 4" dryer duc _ j < y sAr1r PANo roof cap 10. 12x1 Irag 7- J 12x6 lwcd F■�I 10X6 lwcd f 1Ox wcd I 150 M ER 100 100 j L� r-- - 42X42 A/C S AB I II 8., BY BLDR MIN E ii , r 2' FROM WALL j j 12x6 lwcd 150 S •� t__Js._� r: 10x10 4wcd r, C I1 - 200 U I NB. -� -- ro V9 -W4 G ROOM 'is! d �i ai -• 9 -4 clg ED lei I ■I --- - ---i ] - --- 4.0 TON W/IOKW 0240V 1PH 1806 plan platform by scale :1/8"-1' bldr ]ELECT]RICAL ]PLAN ,It ENGINEERING PACKAGE:10 BUILDER: PROJECT: MODEL/BUILDING: REVISION DATE: o3 52 14 NEW LOAD: 12. � CARPENTER CONTRACTORS OF AMCRICA, INC. 11 3900 AVENUE G. N.W. MINTER HAVEN, FLORIDA 33880 �•`' PYY (900) 959-9906 FAX (941) 294-7934 All - Engineering and Drafting 'Services Residential - Commercial Plans & Eng. - hwpecdaw - Permitting - Speaarming in Church D� 112 Coleman Road, Winter Haven, FL 33880 P_hoOe: (941) 299-104-8 Pager. (941) 965-6956 Fas; (941) 291-4305 ..TO WHOM IT -MAY CONCERN: This letter is intended to address the issue of deflection in roof trusses. As an unavoidable fact of Dhysics, roof trusses are allowed to deflect up to -a specified amount, while still meeting deflection criteria requirements. Although many factors contribute to the amount of deflection in- a specific truss design, the difference in deflection amounts of trusses adjoining different design conditions may pose an aesthetic problem in the ceiling and/or roof plane. One 'proced-ure that may minimize the appearance of notice&.ble deflection difference would be the installation of 1/2" THr,. x 16" high APA*CDX (or OSB) strongbacks staggered througriout the area of concern, prior to applying any dead load. The plywood•strangbacks should be nailed to each truss with (8) 10d nails. stacked throughout the• 16" height of the stongback. In lieu o-f• plywood strongba:cks, 2 x 8 #2 Southern Pine strong.backs may be used or 2 x 8 #3 S.D. with no knots or mne•rfeat ions in the bottom surface. The 2 x 8 strong -backs should be nailed t-o each truss with (3) 16d nails into's4ch truss. Either choice of strongbacks should tie the trusses together and provide a more uniform deflection in the area of transition. The strongb&ck bracing material is in aaditian to any permanent buildin-q bracing specified by buildigg designer and'/or truss manufacturer, and will not adversely affect the performance of the roof trusses in any way. If you have any questions, please feel free to contact Bob Michaelis at Carpenter Contractors of America, Inc. (813) 23'4- 6449. Sincerely, D DAvid R. Norria; P.E. FL.. # 3 21' 8 6- e - ZL;t WIA38 9 December 12, 2002 Carpenter Contractors of America, Inc. 3 900 Avenue G, NW Winter Haven, FL 33880-6201 Re: Existing CCA Truss Designs and the Florida Building Code Existing CCA truss designs that meet the wind loading requirements of the Standard Building Code for: 0 100 mph fastest -mile wind speed • Residential construction • Enclosed building do meet the wind loading requirements of the Florida Building Code for: 0 120 mph 3-second gust wind speed • Residential construction • Enclosed building • Exposure B If you have any questions or if I can be of further assistance, Tilease call me. Sincerely, ��` �'(EA • p P/ No. 22839 12-1 -02 •o': S LATE OF :' = Walter P. Finn, PE ?� '•., ,: Senior Chief Engineer :�F �R.*- .` �0 N A� �- WA43 '-#III 1111 0tN6 ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City, FL 33844 • (863)422-8685 • (800)755-6001 • ; � � : �;�7{;•rl"A'T'A,t��;tg-ri71*1p•�'i��if �*•tt'•`.+•�rUr� ris—^•tea^Tr� ., - i �' 17 a;'4: :'� S--'r }�•7i iCc'•�•a• ':\. s.?� va: ' v. ft ,VIrN9 :I. IIXS: �IN:d •frQ9�.Q:� Q�. ern:>lar: -S , ��; �`,�� 'ANC IIUR I wlien'$�t3li16Ed 6i1`ti ir.epgtueeriug'slieets'(drkvgoshows'-EXAM `TitUSSES'asa `' y±?1�FIF11�Qf1,M+4bir:' - --^.-—: "' -- - _ -- •.�—,.-- - ttGS9•.F2'A%N;Iltr 51.E E� 6."t@I:; t' ii ;� a.cNnnp. IA�t°ERAI: IfRACINct`dt`f`het?I►'.k:'S�\n'�`�;irrit�Sln: Tide :Diagonal 1 n�t?glGp' AXfl::2]L+I,�.•;(ij!`�') r the ends of ; `�`' tlGGE"M THQD SIIQFIN-'AT Wllieh' :✓�rti..:dt ac i' �' to TOP {,.,ip 'p ::cllplrcig !Vhe diAS(o04s1 Ir 1' - .IIIlnrjo4 •Itliil I braCll C`..•� .. .. 3 C i r,/ 1 r r' ,'r!iniilns �cliiq.t;N1. !p 'IQ Oft AN�1i't1ER: br. ce o� 6e ak't'06hei,cl '--t 'one i7'C6 of Weil Yt16fYmbQ.r _ RI .• , - 1 'I 11 ;p4�plij lViFO t LOOlnp S`l'E3 I'URAT:LY :SQuND :gl•fll'w:r�rnbaia al - - - -AJ tls of anclton c or restrainls'fo[ • ', p�Pine sta`oiloid'drawing 117;bq,i ',lpp ? ' M= g lha iomadMntt• eorl�quaW la4t al:braciog:' Ar51dg6 ihfm l%a ysl:•Wdtara the ttcb lateral btachIg is .:R'f26P(;S$I!?N4I. ENGINEER+ ulcbtir sl�py�.di4gunjj114roso'�tAf egrf Gotq'a49sizontalplane_A5degree ... rY q:ir114:1ur'irun.i• 'OR'.'Af2Cl1ITEC'P. dcvi t5onisspyeturally'acc4pubk�,1[tJI�IJ�viittgo1' 8"aterlhanSdegrces,a +r ' all die oal b cc sll tG cvid u r9. W tp mlc at'x'. 73o CLB:u ivcll •proiR : u borli.CRd� of this di4BOruf bra--jht_ll bc'! kbQmd wirti 2- 16d cotnnton rails. - FINK STYLE 31A, ADJACENT .. '�:• T[tll$$ES - TRUSSES ss Liyl'1�'QRE+�Y�aY rBtil.I4iJG= nS>;�N�R: I�I1►�;RNt?i`t,,:�RAf? E;'RL'$�1fliAtN1�`. SCISSORS `(.R he r?�nGliAra'9�' P QY °�` on't;':for WT?1'III'N'VIIE `lllJlil' �-381 STYLE) �•: w i pi ..' •!1�L!c11R!R{,��:IIIY;�VUQInp - � M!,0c 11W j @14lirwinllnpi `•:.: '� t;c ,t .. _ ; ,�MilUiliuckllnp.: .„t � r _A: -�Cgn11riN411s lal[r�l ltrnclnp. —' ctu"ilrairlan well •' 61aalldup :coPlrY:riCan:vlp-ilopinq 'oi''II�Ft1,9*1.,:.or' uab' . rria�piny :bs�olilq. ' - �'.Cq�rinuoultjullr�lllraca .�'[21 u�.l• H • a tQ I � �` 4Nltb llf SIi1Nf;uGw9 1 !,!Vinla - (iliitf Ina��lr►Nt1'H!111btW,ld • ', jaj�'hgi�.iYd al:glhjoalinilalY E i ' \\—� .. ' - - ._ - ` r �t����chu�lli �(71•+1 d'tiallo' `. '\� ' . GIIII: r' r Q-EDLigon:l. Oraca• �aY tcayarai ; IAJ,_ST�:14104i o[ vgb of 7 �'S¢�:.�•�•R ?\ • 'ape.. I:liln:'il-tFuaaai:, d Irn �:."''�Q �ll:•f!Pu�"I�F1ta1 ptraor: ..R R ��2$1Q1... - BED.. 10/06/94 137 •/A This is a recommendation only. Permanent 1•lraei4g Tor all struchiral elements and anchorage to accomplish the transfer of the loads to other stnlctural dletuents of ttie building to achieve total structural integrity is theWLB— " {' ' �Y;;"' ; '• t'• = responsibility of the building designer per Florida Building Code. I AuTat 19, 2002 Mr. Sim Nick Caiventer Contractors of America 3900 Avenna G,NW winter IF.aven,.FL 33880-6201 Rz: Numiozr of Naiis Increased by 20% As a guide for ^.alculat ng the spacing of nails when mbstit�iting pnei:maticBliy driven 0.12g,,x3.0" nails, for 16d common nails, i�.cr"...s. the number a nails by 20%. Tais - ac justment applies to both lat..:al and witadrmvwal valas' A "v" pattem is acceptable for staggered nailing as. long as the borizontal. mstm='DeTweon nails is maintained. The following table ii=.kbpropr late nail spacing roe the, conne„^rion of }rder plies. SPACING OF 16D COMMON MAILS SPBCIFiED IN DESIGN 2" O.C. 3' a 5 6 7 8 9 10 11 12 13 14 15 16 S'°ACIING OF 0.128"X3.0" pjaLMATIC HAMS 1.7" O.C. 2.5 �3 42 ' 5.0. 53 6.7 K3 9.2 10.0 1 a.s 11.7 12.5 U.3 L;2 Plzasr note thst 2-ply girders nerd to be nail: d from one mce only. 2v ote: The nail spacing of 4" O.C. i"or web 'ara,jng to be the same for 16d common nails i. I l E and for 0.128'.0.0" pnsum r, ngiis. `��� •� �R P. � ��f� Sine, -rely �` •. STAic DF - P.E.1 Walter P. F" %pp.�` • ?E7�lD�;.•• cc� Senior Chief :engineer F r ` ALPL►v"E ENGLN�Er'ZED PRaDUCTS, INC. AS2 aL33844 (863)4=-8685 • (900)75a-6001 1450 Marley Driv: 'risia:s Eitp, _ .Intl: Cracked Web Repair Detail 112 THIS DRAWING SPECIFIES REPAIRS FOR A TRUSS WITH CRACKED WEBS. WARNING: THIS DESIGN IS VALID ONLY FOR A SINGLE PLY TRUSS WI-TII DAMAGED WEBS OF 2X4 SIZE AND #3 $0. PINE GRADE. IN AUDITION, A MAXII4UN OF I CRACK PER WEB AND-2 CRACKED WEBS PER TRUSS ARE ALLOWED. CONTACT THE TRUSS MANUFACTURER FOR REPAIRS THAT 00 NOT COMPLY WITH THIS DETAIL. (B) = DAMAGED AREA, '0" MIN. to 12° MAX. LENGTH OF CRACK IN WEB. (S) = (2) —2X4 SO. -PINE #3 SCABS.- MINIMUM LENGTH OF SCAB MUST BE THE GREATER OF: I. 68" + LENGTH OF DAMAGED AREA (B), MINIMUM OF 34" ON BOTH SIDES OF THE DAMAGED AREA GT,. 2. 80% OF THE ORIGINAL WEB LENGTH ATTACH ONE SCAB TO EACH FACE OF THE WEB WITH A DOUBLE ROW OF 10d COMMON WIRE NAILS SPACED 4' O.C. STAGGERED. REFER TO NAIL SPACING DETAIL FOR ADDITIONAL NAIL SPACING INFORMATION. NOTE:.FIELO REPAIRS MUST COMPLY WITH ALPINE DESIGNS AND SPECIFICATIONS. R2 THE REPAIR SPECIFIED ON THIS DRAWING MAY BE APPLIED TO VERTICAL :AND DIAGONAL WEBS. THE DETAIL DOES NOT SHOW A VERTICAL WEB ONLY TO KEEP TI IE DETAIL EASIER TO READ. ()Od NAILS: 001IBLE ROW. STAGGERED) + - BACK FACE )- D.C. 0 - FRONT FACE r7�1CAA T / T +To :o + O o + o + 1/7 o,:l+ O+ o+ o+ o+ o NAIL SPACING DETAIL TYP.: =J 1= 0 C=3 1= C=3 C� , 0 0 0 0 O C= C! CLJ �KPINE� C1 O TRUSS o =1 C7 r O .O R2 Revised CLR 3/22/2001" *)(IMPORTANT3FiE"LP"E EHCIlEEnED PRUI CTS. 110. WIARNINGTISIBSES REm)IHE EX7RL-TE CARE SHAII. HOT BE WSPM113LE FOR ANY if IIAHRIIO. "cr10H AND DEVIATIOII FROM 71115 DESIO11 OR THESE SPECIFICATIO113. OR ANY BRACHID. SEE HIB-01 OY TPI. SEE THIS OESISH FAILURE TO BUILD T16 TRUSS III COIWVUW1L7: WITH OSIBO BY TPI. FOR An01rzaWAL SPEC7IL PERHAIEIR BnACllo AS ALP110 OMEMORS ARE NAPE 00 20GA cum. STEEL NEETIIIG ABIN injuO1FAR6. ULE55 OfllW116! IIOICATM TOP AAAG GR B EXCEPT AS NOTED. APPLY COIOECTORS TD EACH FACE OF OORD SNAIL BE LATERALLY BRACED NITII PROPER YRU59 AND UNLESS On1ETb11SE LOCATED 01 THIS BEG IGII, P051710H iY AT5*rjii PCY icao BHEAnalb, BO1T011 aOM COISEGTOn9 PER GPANIIES 130. ISD 0 1604-F. UESIGN SYAIOAIIOS Willi PIFR&I-Y ATTAOEO RIGID CEILIIIG — SEE COIFORW 0/IPPLICIBIE PROVISIGH9 OF 1105 C TPI. AN EHOTHEE11•9 AIPIIE TEOHIICAL UPDATE 11/1/011,FOR PROPER BEAL 011 THIS OAAYIHr. APPLIES TO THE COHPMIEHl DEPIUYEO HERE OIIYNLLL APPLICATIOI1.FUM118N A COPY IF THIS III MAY. AND SMALL IDr at RELIED UP011 III UM OTIIER IIAY. -0 HMI 10 TW TMSS EnECTIGII C011 MACTOR. A-1PI - TRUSS PLATE IIISTIJUIE. NOS - fool IIATI0IUL DESIGN SPEUIFIOA1;lgLl,f4jLA C0115TRUCTIO11 ------------------------ TC LL — PSF. CRAC TC OL - -PSF DATE BC OL - PSF ORWI BC LI_ -' - - PSfT' FL-E TOT.LO. - PSF OUR.FAC'. - 5aar.TNr, ) WEB DETAI 09/02/94 5094073 _ III .1711,0ki PAGE 50 1b (';CA11 ON DETAIL ,11-IC / IRI155ES 01111.T PER 11IIS DETAIL DESIGNED l0 RE IISEO FOR TIIE fnll.OIIIHG: -II' TO 140 NPN IIAX WINO. 30.0 FT WEAK IIGT. ASCE 7-90. EIIC. DR PART. (IIC OI.OG. !IIt.AIEO ANYNIIERE III PROF. CAT 11. FXP R OR C. 111111) 1COL^S_0 PSF, FUND lf.Dl.-5.0 PSF. ATTACH ONE SCAR III FACE' OF TRIISS WITH 0.120'13' GIIII HAILS AT V D.C. SIAGGERED THR011611011T TOP C116110. SCAB TO HATCH TIIE S12E AND HATCH OR EXCEED 111E GRADE AS SPECIFIED OR THE ALPINE DRANING. Oft: FOR 130 NPII DESIGNS. 20nd ADDITIONAL IIPLIFT CONIIECTTOIIAREWIRED TO UPLIFT A1IOIINT SPECIFIED ON ALPINE DRANIHG. InTE: FOR 140 MPII DESIGNS, 300/ ADDITIONAL UPLIFT CONNECTION REQUIRED In UPLIFT AIIOIIIIT SPECIFIED Oil ALPINE ODAWING. * ALIERIIATE LOADING: 55 PSFEI1.33 Of. SO PSF81.25 DF: 37 PSF91.25 DF Wave TPI- ALPINE I�1pti�tl'��p�><ce�e�l'ro�iic►s.11ic. ElAi uly, FL 33044 FL CAv316aata afAu1b.,ba1I— 1567 0 1111S OI(G PREPAIIEII FROM f.011PIITER IHI'DT (IOAOS 6 OFIIEIISIONS) sunnllTED RY TRUSS "FR. 2-0-0 Oil MAX I I! I I I .I I I 2L MINIMUM I 1 Deslnn Criteria: TPI Or AC1ri. rifts TO UIO-11 (UAUDLIOS INSTAL IG LLU BAACINi), rWLISU[D 81 TPl IINNSS PLATE INSIITOIE. 6e3 D'0I01`110 ON., SUITE 100, 11DISal. UT $3110). FOR SAFE11 PRACTICES FNIOR 10 f lrfO0llrG IUE Tf ftlr[110r5. utt[Sf OTOEEYI S[ Ii01CATE0. TOr CU080 SUALL GAVE Pro►IAL1 ATI ►COED SI■u[ltl■Al P�rE15, lO1I011 CUOID Stall 1►/! ► rrOtELL1 ATILCOEO 21610 c[ILIIC. '•IIIPDOTAIIT" rurrl l0 A C'D OF TOTS O[S"I TalIU[ IISl ll " In■ CD1i1AC10r. AC1111 [Sri i[t/[O F1000CIS, Imc. SNAIL 10T OE'RESPOYS10Lt f01 AIT OE11/Tlal Fe OU 1e15 DE51", A11 FIILDEE TO BUILD TOE INUSSES IS CONrosimcf YIIO Trl: Ol fair ICAT1rA. U15OL11i, SUIrr146. 10SULLINi AID eRAtl#6 Of IAUSSIS. TUTS DESIGN cONf01OS U111 APPLICIOLE PROVISIONS -Of RD$ (11110R1L 0161SO Sr[c I11uTTD1 PaaI ISDED of HE AUIRICAA FOREST ago PIPER AISOCIA11011 420 Trl. Atom CO■D1CIONS.At DAOt 01 IOTA ►STD Af63 CRAB AALI. SIEIL. 110EPT l3 AOIEO. AtFtT tolit LTals To "co 'ICE 01 TRUSS, Aa0 UOI.ESS 0111EIIISE LOWED 011 TNIS 016161. POSITION CONNECTORS rEE DO1uluGs I60 A•I, lul MI. OR HIS DRAu11L MIMES 1CCEPTIRCE OF 11CFESS1011) ER6IREIRIR6 919ABIRIIITY WILY 141 ICE TOOSS [NIl011I KS161 SIDA. IRE SGIIIIIIIII IRO off of IRIS CmlrOXEST (D■ ANY FAIIICULAA 001011e 15 I0E 1ESPONS101L1T1 Of IUE 1191L0116 OIS161f1, PER AOSI/irI 1•I895 SECTION R. i QTY : I Ii� -. - - 11 - Tr LL 30.0 PSF Tc I1L 7.O PSF ER P yti *: u� F,* DC (IL 10.0 PSF N 201.. Tic I_L o.0 PSF 0' STATE OF \.. TOT .LD.-H-47.11 P5F pIIR.FAf.. 1.33 NAL�� rs. ACING 24.0N U REF 0061--0 DATE 11/06/01 DRW IICUSROal '01310276 ITC-ENG '/J4IC SEQN - 24952 CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T—BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR 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 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 I ROW 2X4 1-2X6 2X6 2 ROWS 2X8 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X6 2 ROWS 2X8 2-2X8(*) T—BRACE. L—BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIMD OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. SAFETY TOP CHI HAVE A woIHPOR ENGINES ALPINE oESIGNj HANDLIN APPLICA 7AHERICA ASTH A! ALPINE ENGINEERED PRODUCTS. INC. TRUSS I POMPANO BEACH. FLORIDA Drurfucr Y THIS CC BUILDING DESIGN AND TPL Y P. T-BRACING OR L-BRACING: APPLY TO EITHER SIDE OF WEB NAR$OW FACE ATTACH WITH 16d NAILS AT 8" 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 WITH 10d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF NEB MEMBER LENGTH CHORD SHALL :TOR. ALPINE T—BRACE OR L—BRACE SCAB THIS DRAWING REPLACES DRAWING 679.640 TC LL TC DL BC DL BC LL TOT. LD. PSF PSF PSF PSF PSF REF CLB SUBST. DATE 06/25/99 DRWG BRCLBSUB0699 —ENG MLH/KAR Ad DUR. FAC. SPACING (I'.OUVENTIOUAI. FRAIIED VAl LEY OCTAIL ) IIIIS DIIG PREPARED 1`11011 COIIIIIITER INPUT (LOADS E DIIIEIISIONS) SIIIINI11E0 IIY IIt 11» IIt N. IIIS IIETAII. IS VALID WIIE11 IISCO III CON.IIINC11011 111111 ALPIIIE DESIGNEU IIIISSLS ONLY. 2X6 SP 12 RIDGE BOARD. + 2X6 SP #2 RAFTER -IF 2X4 SP #3 CRIPPLE IOIE: FOR CRIPPLES LESS THAN 7S' IN LENGTH. NO BRACE REQUIRED. FOR :RIPPLES LESS THAN 96" BUT GREATER THAN 75' IN LENGTH. 2X4 'T' BRACE OR ;CAB BRACE REQUIRED. SP #3, FULL LENGTH, FASTEN WITH 160 NAILS @ 4, OC. •R GUN NAILS @ 3' OC. MAXIMUM CRIPPLE LENGTH IS 96' GTE: FOR A CONVENTIONAL FRAMED DIP VALLEY SYSTEM, REFER TO THE DETAIL ON THE LEFT SIDE OF THIS DRAWING. DETAIL FOR SPANS GREAIER THAN 20'0" NDTE: EDGE DISTANCES, END DISTANCES ARID SPACING FOR All. IIAII. COIIHECTI(INS NIIST BE SUFFICIENT TO PREVENT SIII IITING OF THE WOOD. ALL COHIIECTIDIIS SPECIFIED HEREIN ACCODHI FOR BOTH DOWHIIARD (GRAVITY) ARID UPLIFT (WINn) LOADS. (STRAPPING M01 REQUIRED) NOTE: USE 0.128•X3' GUN NAILS WHERE SPECIFIED. ••• 4X2 BLOCK REQUIRED IF RIDGE BOARD CRIPPLE IS RIOT SUPPORTED DIRECTLY BY A TRUSS BELOW. CONNECT TO DECKING WITH 8D OR GUN NAILS @ 2- OC. HORIZONTAL CUT MAY BE SQUARE CUT OR BEVEL CUT TO-MATCII TOP CHORD PITCH • BEARIIIG TO BE SUPPORTED THROUGHOUT ITS ENTIRE LENGTH BY 2'0' OC. TRUSS AND DIAPHRAGM SYSTEM. CONNECT TO EACH SUPPORTING TRUSS TOP CHORD BELOW WITH 4.16D OR 5 GUN NAILS. 130 MPH WIND, 15.0 FT MEAN IIGT, ASCE 7-98. ENC. BLDG. LOCATED ANYWHERE IN ROOF, CAT fl. EXP. 8 or C. WIND TCnL-5.0 PSF. WINO BCDL-5.0 PSF. I CONNECT EACH END OF TOP CHORD TO 2X6 RIDGE RAFTER WITH 4-160 TOE -NAILS. CONNECT EACH END OF RIDGE RAFTER I TO VALLEY TRUSS/GIRDER TRUSS OR ROOF PLANE WITH 4-16D TO NAILS 2X6 SP #2N, TYP I I ** I 1 5TO7 F7 L ** 112 FREIGHT I OF VALLEY ** (A) 2X6 SP 42N. SCABBED (A) L AJ 1 TOENAIL CONNECTION AT (A) W-7'12(s.5'@45) SPAN # OF NAILS 1 UP TO 20' 7-16D COMMON UP TO 16' 5-16D COMMON OR 6 GUN NAILS IIP TO 12' 4-16D COMMON OR 5 GUN NAILS I I DETAIL FOR SPANS UP TO 20-0" I 0% R1 REV 5-29-2002 JWC PI-T TYP. Wave TPI-95 Design Criteria: TPI(STD) OTY:1 HI 1 - ••WARNING"• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 16 .0 P S F R E F ROB] 0 NRACI110, REFER TO HIN-NI IIIANOLINO INSTALLING AIID BRACING), FUBLISIIEO BY TPI (INUSS PLATE INS IITU IE. So D'OtlDf A10 DR.. SUITE 200. NAOISON. VI 531191; FOR SAFETY PRACTICES PRIOR 10 PERFORNING THESE FUOCIIOnS. UNLESS OTHERVISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED SER P� T C D L 1 5. 0 P S F DATE 1 1/ 0 6/ 0 1 STRUCTURAL PANELS. NOTION CHORD SHALL HAVE A PAOFERLY ATTACHED NIDID CEILING. / _ "IFIPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Z1.�TIFIG„�f,y BC DL 0.0 PSF DRIJ HCOSR081 01310037 ►UGOUC75, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 'V NO tn•.* GUILD TIIE TRUSSES IN CONFORMANCE WI IN TF1: OR FABRICATING, HANDLING, SHIPPING, INSIALL1116 AND B C L L 0 .0 P S F TIC - E N G J W C 7ALPINE BRACING OF TRUSSES. IIIIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS IVAlIONAL DESIGN �{ I SPECIFICATION PUBLISIIED BY TIIE AHERICAN FOREST AND PAPER ASSOCIATION) AND IP1. ALPINE CONNECTORS ARE MADE OF 20GA ASTH AA53 ORAO CALIF. STEEL. EYCEIT AS NOfEO. AFPIT CONNECTORS TO `,'STATE OF TOT . L D . 3 1 . 0 P S F S E O N - 24891 EACH FACE OF TRUSS, AND UNLESS O111EINISE LOCATED On THIS DESIGN, P05111a [0111r' CIS PER •, E.; DRAWINGS 160 A•1. THE SEAL ON THIS DRAWING IBDICAIES ACCEPIABCE Of PROfESSIDUAL ENGIdEER111G ss70AtAL, D U R . F AC . 1 .2S Alpine EnCgeeered Producls,Inc. RESPONSIBILITY SOIELY FOR III[ TRUSS CGNPORENT DESIGN SHOWN. THE SUIIABILIIY AND USE OF THIS HaiDrsOty.FL COMPONENT FOR ART PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER 0" . ANSI/fPI 1-1995 SECTION 2. SPACING 24.A b CONNECT RIDGE HOARD CRIPPLE TO RIDGE BOARD WITH 2-161) NAILS OR 3 GUN NAILS. CONNECT 2X6 RAFTER TO ++ RIDGE BOARD WITH 3-16D NAILS OR 4 GUN NAILS. ISTO7 3-160 NAILS OR 4 GUN NAILS (TYP) 2X4 SP #3 RIDGE -160 NAILS BOARD CRIPPLE@ III 3'0' OC. MAX (TYP) TRUSSES BELOW @ 24" OC. 3.16D TOENAILS OR 4 GUN NAILS 2-16D TOENAILS OR 3 GUN NAILS (TYP) W-7'I2(5.5'@45) MAX CRIPPLE (NO CRIPPLE REQUIRED FOR SPACING SPANS LESS THAN 6.0") R1 6-0-0 DETAIL FOR SPANS GREATER THAN 20'0" (MONO VALLEYS MAY BE BUILT USING THIS DESIGN) R1 A36CI-7o UAULt CHU UtIAIILJ ,IJU MPH, LXf U, LNC I n 1 3 unu rncrnncu r—, —,r ul— .n, 1,1 tw..1..A .. I......1 1.-111) 1.1. .., 11.— ((•)GABLE STUDS, ATTACH TO TO CIIORO AtH) BOTTOM CHORD MITI( 2X4 ALPINE PLATES. SEE CHART FOR SPACING OF GABLE STUDS. PLATES MAY BE 1X4 FOR 1'6' S (IDS. (•A) 2X4 SO. PINE-#3 GABLE STUDS. ATTACH TO TOP CHORD, DIAGONAL WEBS, ARID BOTTOM CHORD WITH W2X4 A PIXIE PLATES. ALL (*A) GABLE STUDS REQUIRE REIFORCING MEMBER. BRACING MIST BE TOENAILED TO GABLE STUD WITH 0.131'X3' GUN HAILS AT 4' 0 C. PLUS A CLUSTER OF 0.131'X3- TOENAILS AT THE TOP AND BOTTOM CHORD. SEE DETAIL FOR NAILING. SEE CHART FOR STUD BRACING AND SPACING -OF IERTICALS. NOTE:TRIISS ERECTOR IS RESPONSIBLE FOR PERMANENT WEB BRACftIG. WHEN BRACING. IS REQUIRED. FURNISH( A COPY OF THIS'DRAWING TO TRUSS ERECTOR. +PLATE AS REO0IRED ON APPROPRIATE DRAWING. HOTE:GIRDER HAS BEEN DESIGNE[ TO TRAfISFER ALL IIORI2614TAL WIND LOAD IN TO ]HE FLOOR d ROOF SHEATHING DIAPHRAGMS. CONNECTIONS d DESIGN OF THESE SYSTEMS ARE THE RESPOI4 IBILITY OF THE BUILDIIIG DESIGNER. NOTE: NAIL STEPS OF LADDER T USS ONTO THE OUTSIDE PIECES WITH 2-161) NAILS AT EACH END. NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS WITH TWO ROWS OF 161) IIAILS @ 8. O.C. STAGGERED 4' .f-++ 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG 0114ENSION PERPENDICULAR 0 SUPPORTS. LADDER W/ STEPS Q 24' [.C. ' TRUSSES 0 24' O.C. 1 4. MAX Off IN LUDES FACIA 2X4 REINFORCING 2X6 REINFORCING MEMBER -\ . bLLEIL MEMBER 130 I4Ptt HIND, 30.00 FT mEA(( IIGT. EXPOSURE O, CtICLOSED Bt.OG. ASCE 7-98. CAT 11 SEE APPROPRIATE ALPINE DRAWING FOR LIIMBER.PLATES AND OTHER DATA NO1.51101411 HERE. . * STUD MUST BE ATTACHED TO TOP AND BOT. CHORDS ONLY GABLE STAB SPACING MAX.LENGTH 2X4 SO. PINE #3 24-0.C. 3— 11" 2X4 SO. PINE $3 16'0.C. 4-- 5- 2X4 50. PINE #3 12'O.C. 4'- IDA •` STUD MUST BE ATTACIED TO CHORDS AND DIAGONAL ,REINFORCING MEMBER SPACING MAX.I.ENGTII 2X4 SO. PINE ¢3 24'0.C. 5— 11" 2X4 SO. PINE #3 12'0.C. 7'- 3- 2X4 SO. PIIIE $3 I6'0.C. a.- 0' 2X6 SO. PINE Q2 N 24'O.C. 10— 3- 2X6 SO. PINE #2 N 1610.C. II- e' 2X6 SO. PINE 92 N 12'0-C. 12— 10' +t• (4)-0.131-X3.0- TOENAILS. n. I-- 1.11-AT11YA11 ++ I VA ++ .\� I I GABLE ST110 SPACING. I 24' O.0 MAX. SEE ABOVE TOF OR BOTTOM CHI RO OF GA LE TRUSS. (�` 0.11. Note: All Plates Are 2 4 Except As Shown. SPAN REQUIRED Of GABLE �,�--- *— REV 2-6-2002 OWL : REV. VB 8-24-2004 PLT TYP. Wave TPI- 51 Des1 n Criteria: TPI STD 19.5a III 1 ALPINE pinc Engineual Products, Inc. 1950 M.11q Dnn Itlmes CITY. FL 31844 FL Certirmn of l -ih- iLum 1 S67 CEILING ARMING-• 1■UsSIS BIGum E.FBrM CARE IY FABRICATION, UA■OLI.G. SMIPPI.O. 1.STALLI.O APO BPACI.G. TIC L L 3 0 o r '2 0 P S F B /CB TO ICSI 1'03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED it TPI (rauss PLAT[ INSTITUTE. SS] 0 0.0PRIG D1., SUITE 100. mulso.. YI SStll, Aso MICA (MDGD TRUSs•COYNCIL CI AnCRICA, RICO ENIERFOSIC Lt. 1u1DIfDY, YI 111I1Fat .IAII,T IUC11(t5 I.Ia' To R..0RM1Ya 11,111 IUw[,IO■f. U1LI11 OFNt1111s[ IROICAF(o. TC D L 15 o r 20 P S F f0I CHORD {..II YA., I■OPERII AT TACO[0 .IRUCTYRAI PANELS A.. Do IFGM CUD.O fM All ..... A I....II/ AIIACUID R,alo CIILI.C. " --I.- BC DL 10 or 10 PSF 'IMPORTANT --ALPINE CURD( SII A COIF OF THIS OCSIO/ lO IRE INS TAll A710R CONTRACTOR. f.CIN[/.[O /. ' ODUCTS. INC. .HALL :OT BE IWONSIOtl FOB "I U(YIATION FROM Tnls DESIGN: ANY FAILURE TD BUILD III[ *; � �.* B C L L 0 o r 0 P S F 1 USS IN Can f 011u.Ct Yltll TPI: 01 IAIIIIAIIIG. 11AOD1 ENO, SNIff ENG, IRSIA LlINO F OBACIPG OF TRUSSES. ,wy,'1 0 .SIGN CONf DBMS YITY AIILICA.IF IBOYISIDNf OF IOf (YATI O■AI 0[310■ SPEC, BY AF11A, AID FI I. AL11N[ C u[[rOB PLATES A1E NADf of I011Bf1[0A (Y.M/S7X1 ASTM AS G1AOF 40/{0 (Y, ./l,sl GAIN. STC[l. ANIf T 0 T . L D . 5 5 o r 5 0 P S F P I�A YES I0 EAC1I FA C[ OF TRUSS A■o. UNLESS OTHERYISE to[Alto ON THIS 01516■, fOf1110■ It■ DRAWINGS IOOA •t. 0.4'�� STTATE OF. ,2� ' ABIT 1■4PCC11ON or PL-ILS Fat. 0.10 BY (11 SHALL Bt PC■ ANNEX A3 OF IPII-2002 S[C.). A St AI 0. uns C"•"OIl1.", 0 AM Ua 1■OIC ATIS ACC[PIANCI OF PROFESSIONAL L■GIUEEAIUG B(SPONSIBILITT SOLELY FOB TRE•TRUSS CowO.E.I Lrs _ w� OUR.. FAC. 1.33 or 1.25 0 sIGB 1MDRq. i11F SUIiABIL117 AND US[ 0( illlf COM/0.[■1 COB ART BuuolYc is na B[srosunlrr of Du �Oryp1. . ILDING DISIGNEI PER ANSI/ T PI I $ic. [.----„__. SPECIAL GABLE ENO TRUSS Lug 101` Scale—.3125'/Ft. REF R081-- 0 DATE 10/23/01 LORW IICUSROBI 013.06184 HC-ENG VB/AP SEON - 24104 FROM HC WA IS 1 (GABLES - 130 MPH. ASCE 7-98. EXP R, E-11C.) 1311 IIP11 1111111. 30.0 FI IIEAll 1161. ASCE 7.90. EN(.. III DPI, I.VCAIED AIIYIIIIERE IN 11001., CAI II. EXP U. WINI) ICOL-S.0 PSF. WIND IICOI.-5.0 PSF. -1 FOR VERTICAL WEDS NO MORE TIIAN 4'0': 111.5X3 FOR VERTICAL WEDS GREATER THAN 4'0': W2X4. • SPLICE, PEAK, AND HEEL PLATES TO MATCH COMMON TRUSS. 2X4 OR GREATER CIIORDS. DROP GABLE WILL SUPPORT 4'0' OUTLOOKERS WITH 2'0- OVERIIANG (DROP IIEEL GABLE) SPACED 24" O.C.. OR THE LOAD FROM 12- PLYWOOD OVERHANG (NOMINAL HEEL GABLE). THIS TRUSS HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOAD INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTIONS AND DESIGN OF THESE SYSTEMS ARE THE RLSPONSIBILITY OF TIIE BUILDING DESIGNER. TIIE BUILDING DESIGNER IS RESPONSIBLE FOR 111E GABLE SHEAR WALL DESIGN, CEILING AND ROOF SIIEATIIING DIAPHRAGM CONNECTIONS. AND ALL TRUSS 10 WAL1. CONNECTIONS. -IF 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. RI NOTE: HAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES 141111 2-160 NAILS AT EACH END. '01 NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS N1111 TWO ROWS OF 16D NAILS 0 8' O.C. STAGGERED 4' 111 ALT. GABLE SHAPES: 1111S 0116 PREPARED FROH COHPI1lER II,PUI (10ADS A DIHEIISIOUS) SI11111111•CD IlY TRIISS NFR`. IIRACItIG IIEfINIll011S:-.---.----_--_ ---I NOTE: 'ENO ZONE' EXISIS 18' AT BOTII ENDS OF VERTICAL WEB. (A) (1) 2X4 SP /3 -L' BRACE. ATTACH Wllll 0.120'X3' NAILS 0 2- OC. IN END IONES; 4' OC. BETWEEN ZONES. (0) (2) 2X4 SP #3 'I.' BRACES. ATTACII EACH WITH 0.128'0' NAILS 0 3' OC. IN END ZONES: 6' OC. BETWEEN ZONES. (C) (15 2X6 SP /2 N 'L' BRACE. ATTACH WITH 0.128-X3- NAILS 0 2' OC. IN END ZONES: 4' OC. BETWEEN ZONES. (0) (2) 2X6 SP #2 N -L- BRACES. ATTACH EACH WIT11 0.128'X3- NAILS 0 3' OC. IN END ZONES; 6' OC. BETWEEN ZONES. STUD SPACING / BRACING TABLE: 2X4 SP #3 DEFLEC- (1) 2X4 2) 2X4 1) 2X6 ( ) 2X6 STIID TION NO 'L' BRACE I.' BRACE I.' BRACE -1 ' BRACE SPACING CRITERIA BRACE TYPE (A) IYPE (B) TYPE (C) YPE (0) 24' L/240 3'10' 7'7- 9' 6' 12' 3' 4' 0- 24' L/120 4' 5' 79' 0' 3' 12' 3' 4' 0' 16' L/240 4' 4' 9'2' 0'I1'. 14' 0' 4' 0' 16' 1.1120 5' 6' 913' 2' 8. 14' 0' 4 0' OVERIIANG DETAIL ++ LADDER N/ TRUSSES STEPS @ 24' OC. TRUTRU24' D.C. t1 _0__ + (TYP) INCLUDES MAX FASCIA REFER TO TABLE FOR IF BRACING REQUIREMENTS. Over Continuous Support 11-125 PLF **� R1 REV 2-5-02 J )a Note: All Plal.es Are W2X4 Except As Shown, PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c QTY:1 III I - - - - - Scale m.375"/Ft. ' ••WARN IIIG•• TRUSSES REQUIRE ETTIEME CARE 19 FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L P S F R E F R 0 8 1-- 0 IRACING. ■I//4 70 III Y•!1 (UANDI JUG INSTALLING AUD IRACING). PUULISNED UV 1P1 (TRUSS PLATE IBSi17U/f. $81 D'OI0F110 DI., SUITE L00. MADISON. NI 51719). FOR SAFETY PRACTICES PRIOR 10 T C 0 L P S F DATE 11102101 PERFORMING THESE FHNCI.ORS. UNLESS 01HERNISE INDICATIO. TOP CHONG SHALL DAME fROPERLY ATIACUED �gq P F, STRUCTURAL PANIELS. ODTIOII CHORD SHALL RAVI A PROPERLY AITACIIED ItRID C111.1116. b ""ppTIFI '' ti `Z:4q/- qP BC DL PSF DRW IICIISR081 01306241 •.I,IPOR rANT•' FURNISH A COPY Of THIS DESIGN TO TIIE IUSTALLATION CONTRACTOR. ALPINE ENGIUEEIED PROD CIS. INC. SIIAtt NOT BE RESPONSIBLE PON ANY DEVIATION fROM IRIS DESIGN; ANY FAILURL 10 BUILO 101 INUSSES IN CONFONHAOCE PITH TPI; 09 FABRICATING. HANDLING. SHIPPING. INSTALLING AND ''11 U' I PSF H C - E N G / J W C ((j*��•� B C LI_ ( A L I I NE GRACING Of 11USSLS. THIS Of SIGN CORFORMS VITB APPIICABLI PROVISIONS Of IDS (NATIONAL DESIGN 5►ECI(IC►1ION PUBLISHED 61 THE AMERICA■ fORESI AUD PAPER ASSOCIATION) AND TPI. ALPINE COINECTONS TO Q STATE OF i= TOT L D 60.0 P S F S E Q N 24860 ' Alpine Eugbiccrcd I'Inducls,Inc. Haim City. FL 33944 r•LCanieCalcofADthafaDliDll&567 CONIJCUECIORS ARL MADE of TOGA ASTM AD5S alt0 GALY. STEEL. fICEPT AS 00110. APPL1 NJUISID4AYDYG11UDICA1HIS DRAH Sf 160 A-?. ADD IHEUNLESS ACCEPTDANCI'DOf1108 PROfESSIIONADLIS PERENGINEERING 9ESPOUSIBIL111 SOLELY FOR III[ TRUSS CONPOU111 DESIGN SHOUO. TDE SUIIADILIIT HD USE OF THIS COHPDUEDT FOR All PARIICUIIR DUIIDING IS TUE RFSP09SIBILITY Of III[ BUILDING DESIGNER. Pit ARSIITPI 1.1995 SECTION Z. �sAi ..... 1 DI.IR.FAC. . E. 1.25 SPACING 24 .00 W A 1 7 FILLER DETAIL TRULOX Z-2X4 TYPICAL FOR FILLER FILLER _ I �r 4ENGTI-I TRUSS SPAN PLATE—ALPINE_TPI95 DESIGI4 CRIT-TPI f _I p Q p p la mottlA1BIINGArt TRUSSES REQUIRE EX RE HE CARE IN IIAIID REFER 10 1110-91 (HANDLING IRSIALLDIG AI10 BRACIIIG L'� L2 p I� 1=J '-' GJ � t= O I� ,= 1=7 ALPINE TRUSS I� O O O [= p Q L1 (� O O p o p 1� C= p = IIIST)TUTE. 503 D'UNOFRIO OR.. SUTIE 200. 14ADISUll 10 PERFORMIlin HIESE FUIICT]UIIS. U14LESS 0111CFMISE A71ACIFED STRUCIURAL PANELS AIID BOi 011 CRORU SHAL 0"IMPORIAN14, FIIRIIISII A COPY OF 111�5 DESIGN 10 T ERGIREERFU PRODUrTS, IC. SHALL HUT BE RESPONSIS AIIY FAILURE TO BUILD TILE TRUSSES IH CONFORRAHCE IIIAIIOIIALGUESIIGILNG UIRSPECIFICAIIOU PUBLF inussES. ISHED TBY UIER AIID 1P1. ALPIUE CONHECIORS ARE MADE OF 20GA ASTM APPLY CORIIECIORS 1`0 EACH FACE OF TRUSS ARO. UVILE POS111UR IIOIIIIECIOBS PER UR4M111GS 13D. 150 AHD 16 11RAMI1IG APPLIES ORL( TO 111E DESIGII OF IRE TRUSS UP011 111 AIIY O11tEf1 MAY. + LATERALLY BRACE BOTTOM CHORD ABOVE FILLER AT 2'0" O.C. MAX. BRACING MATERIAL 'TO BE SUPPLIED AND ATTACII• AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR, R VERTICALS SPACED 0 '4'O" O..C. MAXIMUM. A* 2X4-TRULOX 9 4'O" O.C. !AILS: 0.131" X 1.375" TRUSS RAILS OR EQUAL.. CIRCLED fIUHBERS S11011 FAILS REQUIRED ON HEAR FACE, SAME HURIBER REQUIRED ON FAR FACE. SEE ORAWING 14Z FOR TRULOX INFORMATION: 0- -#N-* 2X4 12 50. PINE. IIEff-FIR, SPRUCE -PINE -FIR, FIR LARCII OR BETTER FILLER BOTIO11 CHORD 44 fIOTE: VERTICAL. FILLER LUFIUER 10 BE 2X4 13 SO. PINE, FIR-I-ARCII, IIEM-FIR, SPRUCE -PINE OR BETTER UNLESS OTIIERWISE INDICATED. DETAIL FOR ATTACIHENT OF PREFABRICATED FILLER. ALTER14ATE LOADING: TC 1-1_ 20. 0 PSF TC OL 20.0 PSF BC OL f0.0 PSF TOT.LO 50.0 PSF , OUR. FAC. 1.25 SPACING 24.0" / [_Jm 4'0' MAX. I VERTICALS M REFER TO APPROPRIATE DESIGN FOR LILFIBER, PLATES,. AND OTHER 'DATA NOT SI1011H HERE. B.'C. OF SUPPORTING TRUSS MUST DE LATERALLY DRACE0 P 24" O:C. OVER CANTILEVER AND ADJACENT B.C. PANEL IN I•IEU OF A RIGID CEILING. UNLESS OTHERWISE INDICATED (311•APPROPRIATE DESIGN.. CANTILEVER LENGTII.AS REIKIIRED. NOTE: PIGGYBACK SPECIAL PLATES (SEE DWG. 847.045) MAY BE USED 111STEAD OF'2X4 TRULOX: PREPLATED TO T.C. OF FILLER AIID FIELD APPLIED TO STRUCTURAL D.C. OF TRUSS. 3X4 TRULOX +'+ ITY 1 TOTAL = 1 3X4 3X6� TRULOX ANTILEVER _I AS REQUIRED FILLER LENGTH HIPPIRG, INSTALLING AIID BRACING. ISHEO BY IPI (TRUSS PLATE 719). FUR SAFETY PRACIICES PRIOR ED. TOP CHORD SHALL HAVE .13HOPERLY A PROPERLY ATIACHED RIGIU CEILING. IIISTALLAil011 130111PACTOR. AL'PIHE F•OS AIIY BEVIAIIOR FROM THIS DESIGN; III 1P1; OR IIAIOILIIIG. SHIPPIRG, 111111 APPLICABLE PRUVISIQpIIIS OF IU9 ERICAR FORE91 AIID PAPER ASSOCIATIOIO 653 61137 GALY. STEEL EXCEPT AS IIUTEO. ' OiRERHISE LOCATED 011 THIS OESIGR. A—F. All EIIGIIIEER'S SEAL 011 THIS PICTED IIERE AIBI SHALL 1101 BE RELIED I " 4'0" MAX_ -.I 2X4 TYPICAL FOR FILLER VERTICALS TRUSS SPAN R F-V. SEO = 19237 0/1/0/E/—/— REV. 17.3w1 SCALE-0.2500 TC LU 30-.0 PSF REF P.F TC OL 15.0 PSF DATE 06/17/97 f > � BC OL 10.0 PSF ORwG 1. 157, 413/A '* 2� BC LL - 0.0 PSF HC API E OF !r I1or�;o� TOT . LU . 55.0. PSF O/A I -EN . — IDUR.F-AC. — _ 24.0" TYPE WIN 39 Alpine Engineered Products, Inc. 1950 Marley Drive Haines City, FL 33844 (863) 422-8685 Florida Engineering Certificate of Authorization Number: 567 Page 1 of 1 Document ID:1S5A081-ZI914100640 Truss Fabricator: Carpenter Contractors of America Job Identification: 65440-5U5/R37 1651C Truss Count: 25 Model Code: Standard Building Code Truss Criteria: 37.0 PSF Engineering Software: Alpine Software,Versions 19.Ob2, 5.01. `• Structural Engineer of Record: Address: Truss Design Loads: Roof - 37 PSF @ 1.25 Duration Floor. - N/A Wind - 100 MPH (SBCCI-Closed);110 MPH (SBCCI-Closed) N otes: 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 1-1995 Section 2.2 2. The seal date shown on the individual truss component drawings must match the seal date on this index sheet. 3. As shown on attached drawings; the drawing number is preceded by: HCUSR081 No Standard Details 1 28226--A8 03225989 08/13/03 2 28227--A8GE 03225AO5 08/13/03 3 28228--A7 03225988 08/13/03 4 28229--A6 03225987 08/13/03 5 28230--A5 03226439 08/14/03 6 28231--A10 03226440 08/14/03 7. 28232--A4 03226441 08/14/03 8 28233--A11 03226442 08/14/03 9 28234--A3 03225986 08/13/93 10 28235--Al2 03226443 .08/14/03 11 28236--A2 03225985 08/13/03 12 28237--A13 03226444 08/14/03- '13 28238=.-A1G-. 03225993 08/13/03.. 14 28239--A14 03226445 08/14/03 15 28240--A15 03226446 08/14/03 16 28241--B2 03226447 08/14/03 17 28242--BGE3 03225AO9 08/13/03 18 28243--C2 03226448 08/14/03 19 28244--C3 03226449 08/14/03 20 28245--CGE4 03225AOA 08/13/03 21 28246--HJ7 03225AOC 08/13/03 22 28247--EJ7 03225992 08/13/03 23 28248--CJ5 03225990 08/13/03 24 28249--CJ3 03225AOD 08/13/03 25 28250--CJ1 03225991 08/13/03 Seal Date: 08/14/2003 -Truss Design Engineer - Walter P. Finn Florida License Number: 22839 1950 Marley Drive Haines City. FL 33844 6l InI11onInS0EMIII 0-j44U -- 7U0/N3Y 10011. . . ACT) Top chord 2x4 SP g2 N Bot chord 2x4 SP p2 N Webs 2x4 SP 83 :W3, W4, W5 2x4 SP #2 N: (A) 1X4 U3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. IA rigid ceiling or continuous lateral bracing at 21f' O.C. Aust be properly attached to the bottom chord. 6X6= 4X4= 5X8= 3X8(B1) 4X4= 100 mph wind, 15.00 ft mean hgt, $BC, ENCLOSED bldg. not located within 6.50 ft from roof edge. wind TC DL = 5.0 psf, wind BC DL = 5.0 psf. (A) or scab bracing may be used in lieu of CLB bracing. substitute (1) scab for (1) CLB and (2) scabs for (2) CLB'S where shown. Bracing to be same size, species, grade, and 80% length of web member. Attach with 0.128x3' gun nails @ 6' OC. ,Deflect -ion meets L/360 live and L/240 total load. 3X8(81) 1-0-0 1.0-0 I_ 20-0-0 _I_ 20-0.0 ,J 0-0-0 Over 2 Supports R=1534 U=620 W=8' R=1534 U=620 W=8' +9.4-0 Mb �5CONNECTORS PLT TYP. Wave iPl R Design DATE PLT TYP. Wave 7PI R Cr1[: 37.0 PSF 19.O Desi n Cr1t: 37.0 PSF 19.Ob2 b2 OTY:9 OTY:9 HI HI - 1 - 1 - E - E - - - Scale Scale -.125" =.125" it. Ft. ':�YCRnIGNG'REfER UrO ENle E911RINANDL ING INSTALLING BAND AeR ACINGI AIIO�UBLI SXEO IeT tiPl IN(T RUSS NPLATE TC TC LL LL 20.0 20.0 PSf PSF REF REF ROBI-- 28226 28226 INSTITUTE. SRl O'ONOiRiO DR.. SUITE 200. NAOISOY, YI S])1!). FOR SAfErT ►RAC710E5 IRIOR TO ...�. .,�.< tFpp T C TIC D L DL 7.0 7.0 PSF P S F DATE ALPINE µ � ����`>Fti *.N Z�* BC BC DL LL ]0.0 0.0 PSf PSF DRW x oe� SJWC/NPFzs o HC�ENG u�;M �;,,a,�p,�„��� Haines Gry FL pxaaK nr.�wm�memia;,� •���^�•• ^ �^� ��+w•*�,����• �� �� •��•^�•� ����w�•. •�^ d• t . maeor oro P ......... -- TOT.LD. 3 7. 0 V f S E N� S 0 1087 4 DUR.FAC. 1.25 FROM EL SPACING 24.0' JREF � 155A081 2l9 b-344U-7Un/I1J! 1031L - ALSUL Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W3, W4, W5 2x4 SP #2 N: The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls 'Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. I- MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO DE DESIGNED AND FURNISHED BY OTHERS. 6X6= 100 mph wind. 15.00 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC DL = 5.0 psf, wind BC DL = 5.0 psf. Gable end supports 8' max rake overhang. Refer to drawing GE-001. GE-002, or 876,719 for stud verticals and bracing details. Gable end has been designed to transfer all horizontal wind loads into the roof and ceiling diaphragms. Connection -and design of these systems are the responsibility of the building designer. Deflection meets L/360 live and L/240 total load. 3X8(B1) = t 4X4— + 5X8= T T 4X4= + 3X8(B1) 1-0-0 1-0-0 I_ 20-0-0 _I_ 20-0-0 _I —40-0.0 Over 2 Supports R=1534 U=620 W=8' R=1534 U=620 W=8" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI\R Design Crit: TPI(STO A Alpine Engineered Products, Inc. Haines City, FL 33944 FL Cenifa t of AwMImIb111567 19.Ob2 ' WAR NING• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. MANDLIMG. SNIPPING. INSTALLING AMC BRACING. REFER TO HIB-91 (NAMING IMSTALLIMG AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SBS D'QMDTRIQ OR., SUITE 200. MAD)SOY, MI S" T . fOI SAFLTY PRACTICES PRIOR TO PERFORMING INE SE FUNCTIONS. UNLESS OTHERWISE INDICAIC D. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING •IMPORTANT•' FURNISH A CO►T OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER E[ PRODUCTS. INC. SMALL NOT BE RE1;ONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANT FAILURE TO BV IID THE 7R USSES IN CONi0 MAMCE WITH TPI; Ot FABRICATING. NANDL ING, SNIPPING. INSTALLING AND BRACING OF TRUSSES. THIS OC SIGN CONFORMS MI TM APPLICABLE PROVISIONS OF NOS (MAT IONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTM A6S3 GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 110 A•1- THE SEAL ON THIS .RAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RES►.. SIBIL IY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. THE SUITABILITY AND USE OF THIS COMPONEMi FOR AIIY ►ANIICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AN5"TPI 1.1995 SECTION 2. +9-4.0 0 T Y : 1 Em HI 1 E Scale -.125" Ft. TC LL 20.0 PSF REF R081-- 28227 TC OL 7.0 PSF DATE 08/13/03 BC DL 10.0 PSF DRW HCUSR081 03225A05 BC LL 0.0 PSF HC-ENG JEC/WPF TOT.LD. 37.0 PSF SEON- 10877 DUR.FAC. 1.25 FROM EC SPACING 24.0' JREF- 1S5A081_Z19 (65440 -- 51.15/1131 1651C - - A1) TOP CHORD 2x4 SP ff2 N BOT CHORD 2x4 SP p2 N WEBS 2x4 SP #3 :W3, W4, W5, W6 2x4 SP #2 N: (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB-S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.1280' GUN NAILS @ 6' OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W6X6i�-r W6X6% W4X4= W5X10= W3X8(B1) LLlc® 110 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EOUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W3X8(B1) 1-0-0 1-0-0 �cr � -0-o 1_ 19.0-0 1_ _I_ 19 0 0 z _I 40-0-0 Over 2 Supports R=1534 U=620 W=8' PLT TYP. Wave TPI-95\11 Design Crit: 37.0 PSF ALPINE Alpine Engineered Products, Inc. I-Wnes City, FL 33844 FL Celtifm of Auibmiz n 1567 R=1534 U=620 W=8' 'WAR NING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO NIR-BI (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. S83 D'ONOFRIO OR.. SUITE 200. MADISON. NI S3FI9). FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNC IIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CNOND SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. •IMPORTANT•• TURN. STI A CONY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALINE ENGINEERED MODUCTS. INC. SHALL NOT BE RES►ONS[OLE FOR ANY DEVIATION FROM THIS DESIGN; AM' FAILURE TO BUILD THE TRUSSE5 IN CONFORMANCE WITH TP1; OR FAIN ICA TING. HANDLING. SNI►/ING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS INATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICA" FOREST AND PAPER ASSOCIATION) AND TPI. ALINE CONNECTORS ARE MADE OF 20GA AST A653 GRAD GAL Y. STEEL. EXCE/I AS NOTED. A►►LY CONNECTORS TO CA CM FACE OF TRUSS, AND UNLESS OTHERWISE LOC A T EO ON TM IS DESIGN. 1051TION CONNEC IORS PER OR Al INGS 160 A.2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PIT E5SIOMAL ENGINEERING RESPONSIBILITY SOLELY FOR 111E TRUSS COMPONENT DESIGN SHOWN. THE SUIT AB ILITT ANO USE OF THIS COMPONENT FOANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER AHS'IT P1 .-1;" SECIION 2. +9-4-0 19.Ob2 OTY:1 HI/-/1/-/E/-/- 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' 0 6EN Scale-.125'/Ft. REF RO81-- 28228 DATE DRW HCUSR081 03225988 HC-ENG JWC/JWC SEON- 10872 FROM EC JREF- 1S5AO81 Z19 (0!)44U — 1031L - AO) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP h3 :W4, W5, W6 2x4 SP #2 N: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. IDF.FLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W 6 X 6 = W5X8= W4X4= W5X10= W4X4= W3X8(B1) 1-0.0 I 17-0-0 I _ 6-0-0 _ I _ 40-0-0 Over 2 Supports R=1534 U=630 W=8" 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. 9-4-0 W5X5 Ea W3X8(B1) 1-0-0 17-0-0 J _i R=1534 U=630 W=8' PLT TYP. Wave TPI-95 R Design Crit: 37.0 PSF -WAR NING• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SNIPPING, INSTALLING AND BRACING. REFER TO HII.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY T►I 97RUSS PLATE I";. NS11 rU TE. SB] O'ONOFRIO DR .. SUITE too, MADI$ON, NI 57719). FOR SAFETY /RACIICES PRIOR 10 ►ERf OR MIND IHE SE !UNCTIONS. uNLEsS OTHERWISE INDICATED. T0► CHORD SHALL HAVE PROPC RLY ATTACHED $TR UC fUR AL PANEL$. BO TTOH CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. " IMPORTANT•' FURNISH A CO►Y O! THIS DESIGN TO THE INST ALLA710N CONTRACTOR. ALPINE ENGINEEREC PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIAIion FIX OH THIS OESIGN; ANY FAILURE TO BUILD THE IRUSSES IN COME OR NA ICE YI7H I►I: OR FABRICATING. ICAT LNG. HANDLING, SNIPPING. INSTALLING AND ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS W:TH APPLICABLE PROVISIONS NDS (NATIONAL DESIGN SPEC If (CATION /UBLISNEO By THE AM[R (CAN fORE51 AND PA/ER ASSOCIATION) ANB I/I. ALPINE CONNECTORS ARE MADE OF 20G• •STM ABS] GR AO GAL Y, STEEL, EXCE/1 AS NOIEO. AP PLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON TN IS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A"I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RC$PON$1 ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SNOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER n.Ceni&ToeofAldnrm1im1567 1 ANSI/TPI 1-1995 SECTION 2. 19.Ob2 TYA HI 1 E - TC LL 20.0 PSF TC OL 7.0 PSF BC OL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0' is, ( D91 Scale—.125"/Ft. REF RO81-- 28229 DATE DR W HCUSR081 03225987 HC-ENG JWC/JWC SEQN- 492 FROM JFB JREF- 1S5A081_Z19 (b744U -- t)U3/KJ/ lbtlll. AS) TOP CHORD 2x4 SP y2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :144, W6 2x4 SP Q2 N: (A) 1X4 U3 HEN -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED Al BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W5X8= W2X4III W5X8= 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE. AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.1280' GUN NAILS @ 6' OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W3X8(B1) = WZX4III W4X4= W5X8= W4X4= WZX481 W3X8(81) _ 1-0-0 1-0-0 1_ 15-0-0 _1_ 10-0-0 _1_ 15-0-0 _1 0-0-0 Over 2 Supports R=1534 U=640 W=8" +9.4-0 � I R=1534 U=640 W=8' I� I PLT TYP. Wave TPI-95 R Design Crit: 37.0 PSF 19.Ob2 0TY:1 HI 1 E Scale —.125" Ft. •'WARNING• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-111 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 PSF REF R081- - 28230 INSTITUTE. S0S O.ONOFRIO DR.. SUI IE 200, NADI50N, NI "' I" . FOR SAFETY PRACTICES PRIOR TO PERrORMi NO THESE FUNCTIONS. UNLESS OTHER YI SE INDICATED. TOP CMORD SHALL HAVE PRO►ERLY ATT AC TIED •(APR TC DL 7.0 PSF DATE 08/14/03 ALPINE STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ';IMPORTANT'- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED IR OOU[IS. INC. SHALL NOT BE RES►ONSIBLE FOR ANY DEVIATION (ROM THIS DESIGN: ANY FAILURE 70 BUILD THE TRUSSES IN CONFORMANCE VITN TPI: OR FABRICATING, NANOLING. SNI►►ING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS VITN APPLICABLE PROVISIONS OF NOS INATIONAL DESIGN pY 1�G0SIFICgj ?� *�• /( '* N 2 BC g C DL L L 10.0 0.0 PSF PSF DRW HCUSR081 03226439 H C - E N G J WC S►EC If (CATION PUBLISHED BY THE AMERI[AN FOREST AND PA►ER ASSOCIATION) AND TPI. ALPINE SEON- 10523 AlpineDgineeredProducts,Inc. EACH FACECONNECTORSOFRTNUSSE AND UNLOF 20GAESST01HERNISEALOCATED ONE TNI5 OESIGNASPNO OSITIOM CAPPLV OMNECTORSCONNECTORS TO RESPONSIBILDRAWINGS ITY SOLELYTFORHE SIn[ EAL IRUSSI OS 0NPONENT DESIGNRAWI MG TSHOWN�EPTAIME OF SU111aILITYOAND USENAL I0' I"IS D "'-q Rat-O.`2 ss//��IYAL TOT.LD. 37.0 PSF OUR .FAC. 1.25 FROM JFB Haines Clty, FL 33844 L celtlrOlB Or l�fld,D11L1;DD 1w7 COM/OMENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF INC BUILDING DESIGNER• PER ANSI/TPI 1-1995 SECTION 2. _ SPACING 24.0" JREF- 1S5A081_Z19 (65440 -- 51.15/1137 1651C - - A10) TOP CHORD 2x4 SP Q2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP N3 :W4, W6 2x4 SP $2 N: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W5X8-- W2X4III W5X8= 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W3X8(B1) W2X4III W4X4= W5X8= W4X4= W2X410 W3X8(B1) 1 0.0 1-0-0 13-10-0 _I_ 12-4-0 _I_ 13-10-0 40-0-0 Over 2 Supports R=1534 U=640 W=8" R=1534 U-640 W-8" rim1 PLT TYP. Wave TPI-95 R Design Crit: 37.0 PSF 19.Ob2 OTY:1 •'VARN ING• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING ANO BRACING. RE, To TO HIB-91 I.ANOL..G INSTALLING AND BRACING). ►.BU SHED BY TII (IRUSS PLATE INSTITUTE. 5B] D'QNQlR 10 DR .. Su17E 200. MAOISON, NI S1719). FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE fLINCT IONS. UNLESS OTNERNISE INDICATED. TOP CMORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOI ToCHORD SHALL NAY( A PROPERLY AI TAC HEO RIGID CFIL ING.\� P F� ..IMPORTANT'- FURNISH A CO►Y OF THIS DESIGN TO THE IMSTALLATION CONTRACTOR. ALPINE ENGINEERED •PRODUCTS, �Y—•%p1tFICwT A_ , -/�-•Y INC. SMALL NOT BE RESPONSIBLE FOR ANT OEY IATION FROM THIS DESIGN; ANT FAILURE TO �(lC� BUILD THE TAUSSES IN CON.OA MAMCE KITH TP 1: OR FABRICATING• xAHOL ING. SM IIPINC, IMS TALLING AND *: No. nM •�* ALPINE BRACING O! TRUSSES. THIS DESIGN CONFORMS VITN APPLICABLE PROYISIO.S OF NOS (NATIONAL DESIGN Al SPECIFICATION ►U BLISHCD BY TILE AMERICAN FOREST ANO PAPER AS SOLI A710N) AND T11. ALPINE 'v CONNECTORS ARE MADE Or 20GA ASTM ABS] ORAO GALV STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 0% STATE OF EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON IN'DESIGN, POSITION CONNECTORS ►ER R��,'�C1` Alpine Engineered Products, Inc. Haines City, FL 33844 (pY n. �etDof AukriE71100156T -LA DRAWINGS 160 A -I' IHC SEAL ON INIS OR AWING NO CAI ACCI LANCE 0! IROiESSIONAI ENGINEERING RESPONSIBILITY SOLELY FOR TNC TRUSS COMPONENT OESIGII $HQNN. THE SUITABILITY AND .SE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER N51/TPI I. 1995 SECTION 2. SA .t. S�.••. ANAL HI/-/1/-/E/-/- 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" 3 Scale-.125"/Ft. REF RO81-'- 28231 DATE 08/14/03 DRW HCUSR081 03226440 HC-ENG /JWC SEQN- 10879 FROM EC JREF- 1S5AO81_Z19 (b'344U ' tIUS/K3/ 10-IL A4) TOP CHORD 2x4 SP Q2 N DOT CHORD 2x4 SP N2 N WEBS 2x4 SP #3 :W4, W6 2x4 SP Q2 H: DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X8= W2X4III W5X8= 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED 10 THE BOTTOM CHORD. W2X4III W4X4= W5X8= W4X4= W2X4III W3X8(B1) = W3X8(81) 1-0-0 1-0.0 1_ 13-0-0 _1_ 14-0-0 —1— 13-0-0 _I 40-0-0 Over 2 Supports R=1534 U=640 W=8" R=1534 U=640 1d=8° a� PLT TYP. Wave TPI.95 R Design Crlt: 37.0 PSF 19.Ob2 OTY:1 HI 1 E Scale =.125" Ft. ••WARNING• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING. INSTALLING ANO TC LL 20.0 PSF REF R081- - 28232 BRACING. REFER 10 NIB•!1 (HANDLING INSrALLINc AMD BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTI TUIE. SB7 D'ONOFRIO DR .. SUT,E HER MAD INDN.IC TE SOT)CH FOR SAFETY PRACTICES LY ATTAR TO PERFORMING THESE FUNCTIONS. UNLESS OTNERNIS[ INOIC A7ED. TO► CHORD SHALL HAVE IRO►(RLY ATIACNED jfoP� G� TC DL 7.O PSF DATE O8/14/O3 Sf RUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Pi / 1C'gr " IMPORTANT-- FURNISH A COP' OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED -y BC DL 10.0 PSF DRW HCUSR081 03226441 PRODUCTS. INC. SMALL No BE BE RESIOMSIBLE FOR ANY DEVIATION FROM IBIS OESIGW; ANY FAILURE TO Ct (n; *•, 22M BUILD INC TRUSSENo. S IN CONFORMANCE YITN TPI: OR FABRICAT IMIT. MANGLING. SHIPPING. Ix57 ALLING AND BC LL 0.0 PSF HC-ENG /JWC BRACING OF TRUSSES. ISDESIGN CONFORMS Y'IA APPLICABI.E ►ROVISIONS OF NDS (NATIONAL DESIGN N/t)VI/11Pffr'1 2 7ALPINE SPECIFICATION PUBLISHED BT THE AMERICAMFOREST Ax0 PAPER ASSOCIATION) AND T►1. ALPINE CON NECTORS ARE MADE OF TOGA AS TM A653 GRAO GALY. STEEL. EXCEPT AS NOTED. AP►LT COWN ECTORS TO ' 0''. STATE OF TOT .LD. 37.0 PSF SEON- 10520 EACH FACE OF IRU55, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECT0R3 PER �•�'CORIUP%•p\2 DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER1NO s .•.....- S/ON OUR 1.25 FROM JFB AlpineEngineeredPmduGls,InE. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS AL .FAC. Haines Ciry, FL 33844 COHPOHEHT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0" JREF 1S5AO81_Z19 FLCe�I&of, aI156T ANs"TPI 1-1985 SECTION 2. (65440 -- 5U5/R37 1651C - - A111 I TOP CHORD 2x4 SP #2 N :1-2 2x6 SP Q2 N: B01 CHORD 2x4 SP #2 N WEBS 2x4 SP #3 :W4, W6 2x4 SP #2 N: IA RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W6X6= W2X4III W6X6- 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 Fl FROM ROOF EDGE. WIND TC OIL = 5.0 PSF, WIND BC OIL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W2X4III W4X4= W5X8= W4X4= W2X4III W3X8(B1) = W3X8(61) 1-0-0 1.0.0 11-10-0 I 16-4-0 I 11-10-0 I 0.0.0 Over 2 Supports R=1534 U=650 W=8" R=1534 U=650 W=8" PLT TYP. Wave TPI-95 R Design Cr1t: 37.0 PSF " WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND •RACING. REFER TO MID-71 (HANDLING INSTALLING AND BRACING), PUBLISHED BY T/I (TRUSS PLATE INSTITUTE. SB3 D-ON0FR10 OR.. 'UI TC 200. MADISOM- NI "'I'). FOR SAFETY PRACTICE5 PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTNERVI SE IND ICATEO. TO► CHORD SHALL HAVE PROPERLY ATTACHED ST IUC IUR AL ►ANELS. BOTTOM CM0110 SHALL MAYL A PROPERLY ATTACHED RIGID CEILING. '•IMPORTANT'• FURNISH A COI' OF THIS DESIGN TO THC INSTALLATION C011 TRACTOR. ALPINE ENGINEEREC PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD lllC TRUSSES IN CONFORMANCE WITH T11: OR FABRICATING, NA NOL ING, SHIPPING. INSTAL LINO AMD =/A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR OY ISIONS OF NDS (NATIONAL DESIGN S►ECIFICAtION PUBLISHED BY THE AM[RICAN FOREST AND PAP ASSOCIATIOM) AND iP 1. ALPINE CONNECTORS ARE MADE OF 20GA AS7M AB53 GRAD GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON TNT' DESIGN. POSITION CONNECTORS PER DRAWINGS 160 ♦-r. THE SEAL ON THIS DRAWING INDICA IES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Ft. Ca fRveofAWvdttimIS67 ANS"T►1 I_.", SECTION t. *9-4-0 19.Ob2 OTY:1 *, No, •,* N 2. O , STATE OF J� Mot O AL HI/-/1/-/E/-/- TC LL 20.0 PSF TC OL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. -37.0 PSF DUR.FAC. 1.25 SPACING 24.0" p) (;o Scale =.125"/Ft. REF R081-- 28233 DATE 08/14/03 DRW HCUSR081 03226442 HC-ENG /JWC SEQN- 10917 FROM EC JREF- 1S5AO81_Z19 ID799U -- -JUD/MJ/ 1031L AJ) TOP CHORD 2x4 SP p2 N BOT CHORD 2x4 SP p2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF. WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X5= W4X4= W4X4= W5X5_ !, W2X4� W2X4� 9.4-0 W3X8(81) = W3X8 = W6X6 = W3X8 = W3X8(B1) 1.0.0 1-0.0 ACV, 4w 11.0.0 18-0-0 _I_ 11-0.0 _1 40-0-0 Over 2 Supports R=1534 U=650 W=8' R=1534 U=650 W=8' - 0.)3 PLT TYP. Wave TPI-95 R Design Crit: 37.0 PSF 19.Ob2 OTY:1 HI 1 E Scale =.125" Ft. ';WARNING*.,, BRNGNG •RE FER UTOENIB E911,E EX7REKE CARE IN "A"DLINO INSTALLING,ANDABRACING).L,OPUBLISIIED SHIPPING. ITPI INSTALLING TR USS N►LATE TC LL 20.0 PSF REF R081 28234 INSIITU TF. SB7 D'ONOTAIO DR Su1TE LIME SON. NI S771f). FOR SAFC TY PR ACIICES :ATTACHED TO PERFORMING THESE FUNCTIONS. UNLESS OTHERMISE INDICATED. TOR CNORD SHALL NAYS IROPERLY AiIACHEO ZFR P TC DL 7.0 PSF DATE STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'Y '•IMPORTANT" FURNISH A COPY OF THIS DESIGN.TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED IRODUC7 S. INC. SHALL NOT RE RESPONSIBLE FOR ANY DCVIAIION FROM TM IS DESIGN; ANY FAILURE TO 'G 96`t* BC DL 10.0 PSF DRW HCUSROBI 03225986 BUILD THE TRUSSES IN CONFOR MAMCE .ITN TP I: OR FABR I[AT I.a' HANDLING. SNIP►ING. INSTALLING AND *' ,/� /J ALPINE BRACING OF TRU55ES. THIS DESIGN CONFORMS NITN APPLICABLE PROVISIONS OF NOS INATIONAL DESIGN N///Rt)V1110=fj12. BC LL 0.0 PSF HC ENG JWC/JWC SPECIFICATION PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCI Af IOH, AND iPl. ALRINE 1, CONNECTORS ARE MADE OF 20GA ASTM AE57 GR.O GALY. STEEL. EXCEPT AS NOIED. AP►LY CONNECTORS TO 0% STATE OF TOT.LD. 37.0 PSF SEON- 494 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATE ON THIS DESIGN, POSITION CONNECTORS RER• �ORIOr,O�� ORAYINGS LBO Al. THE SEAL ON THIS DRA.ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Lrs%Orypl� DUR.FAC. 1.25 FROM JFB Alpine Engineered Products, ITIC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILIIY AND USE OF THIS Haines City, FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER — SPACING 24.DP JREF 1S5A081_Z19 Ft. CenifmofAudmori2ntion1567 ANSI/IPI 1-1995 SECTION 2. 0744U ' SU7/K3/ Ib�IL - . AIL TOP CHORD 2x4 SP p2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP 83 (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.128x3" GUN NAILS @ 6" QC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W5X55- W4X4= W5X5= W5X5-- 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 10.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC OL - 5.0 PSF. (A) 1X4 g3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 1.19 VA \ 1.19VA—' W3X8= W3X8(81) W6X6= W3X8= W3X8(B1) 1.0-0 1-0.0 1_ 9-10-0 _I_ 20-4.0 _1_ 9-10-0 _1 0-0-0 Over 2 Supports R=1534 U=652 W=8" +9.4-0 R=1534 U=652 W=8" 1 4�1 PLT TYP. Wave TPI-95 R Design Crit: 37.0 PSF 19.Ob2 0TY:1 HI 1 E Scale -.125" Ft. "WAR REFERUTOEHIS-91IRE EXTREME CARE IN IHANDLING INSTALLINGBANDATION. HANDLING. BRACING). PUBLISHEDIBYITPI INSTALLING PLATE TC LL 20.0 PSF REF R081-- 28235 INSTITUTE. 583 D'ONOFRIO ON.. SUITE 200. MADISON. WI S37191. FOR SAFETY PRACTICES PRIOR TO PCRFORMIMG THESC FUNCTIONS. UNLESS OTHERWISE INDICATED. TO' CHORD SMALL HAVE PROPERLY ATTACHED SSRPR TC OL 7.0 PSF DATE 08/14/03 3 TRUCT UN AL PANELS. 801TOM CHORD SMALL NAVE A PN OPENLY ATTACHED RIGID CEILING. �' " IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �G�GLT1FIr;,�, PRODUCTS. INC.it US S SHALL HOT RE RES►ONSIBLE FOR ANr OEYIATIIII CAI INOx IRON THIS DESIGN: ANY FAILURE TO Y! yyyy���2RRRR���11pppp BC DL 10.0 PSF DRWBUILD $wsRoel 03226443 *;, W V" ALPINE DR ACIMGNOFTINU5SES'H COTHISNFOR NOCSIGNAN C ICONiORMS WITHAAPPIICABLE PROVISIOMSSOfPHDSG(MATIONAL. STALL IDESIGN BC L L 0.0 PSF H C- E N G / J W C SPECIFICATION ►UBL I SPIED BT THE AMENICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH ABS3 GRAD GALY. STEEL. EFCCPT AS NOTED. APPLY CONNECTORS TO 0. STATE OF TOT.LO. 37.0 PSF SEON- 10883 EACH FACE OF TN U35. AND UNLESS OiNERVI SE lot AIEO ON THIS DESIGN, POSIIIOx CONNECTORS PER `.�OR1Or: DRAWINGS 160 A-2. THE SEAL Ox THIS DRAWING INDICATES ACCEPTANCE OF PNOfE551ONAL ENGINLERIMC s`s/ONAI� DUR.FAC. 1.25 FROM EC Alpine Engineered Products, Inc RESPOIISIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS F7-�j�aflry /856T ANSI/TP 1-1995COMPONENT FOR HSECTIONC2�AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0" JREF- 1S5AO81_Z19 (65440 -- 5U5/R37 1651C - - A2) TOP CHORD 2x4 SP #2 N :T2, T3 2x4 SP yl Dense: BOT CHORD 2x4 SP g2 N WEBS 2x4 SP #3 :W3, W5, W7 2x4 SP #2 N: (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.1280" GUN NAILS @ 6" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC OL = 5.0 PSF. (A) IX4 Q3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND 1.1240.00 TOTAL LOAD. W5X8= W2X4III W5X5= W5X8= W7Yd_ W.Y4 W3X8(81) = W4X4= W5X8= W4X4= W5X5= W3X8(B1) _ 1.0.0 1-0-0 I_ 9-0-0 _I_ 22-0-0 �I_ 9.0-0 —I 0-0-0 Over 2 Supports +9-4.0 R=1534 U=650 W=8" R=1534 U=650 W=8" PLT TYP. Wave TPI-95 R Design Crit: 37.0 PSF 19.Ob2 OTY:1 HI 1 E - Scale —.125" Ft. "YARNING' TRUSSES REOUIRE EEIREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TII (TRUSS PLATE TC LL 20.0 PSF REF R081 - - 28236 INSTITUTE. S87 O.ONDFRID DR „ SUITE ZOO. HAOISON. WI 53719). FOR SAFETY PRACTICES PRIOR 70 PERF ORIMG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTUnRAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED IRODUCIS, INC. SMALL NO7 BE RFSPOMfIeIC !OR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �ISR P p y1�SIFIC,,',T'lA� l TC BC D L DL 7.0 10.0 PSF PSF DATE DRW HCUSR091 03225985 ALPINE eulLo THE TRUSSES IN CONFOAMANCC YI1N T/I: OR FABRICATING, NANDLING. SNIPPING, INSTALIIMG ANO BRACING O! TRUSSES. INIS DESIGN CO-fopHS WITH APPLICABLE PROVISIONS OF NOS (NA110NAL DESIGN7 *i,G �� i* BC LL 0.0 PSF HC ENG JWC/JWC IPineEngineered Imducts,Inc SPECIFICATION PURL ISMED BY INE AMERICAN FOREST AND ►A►EA ASSOCIATION) A11D iPl. AL/INE CONNECTORS ARE MADE OF 20GA ASTH A653 GNAO GALV, STEEL. EACCPI AS NOTED. APPLY CONNEEroRs To EACH FACE OF TRUSS. AND UNLESS OTHERY ISE LOCAI(0 ON THIS OE SIGN, IOSIIIOx CONNECTORS PER DRAWINGS 160 A•j. THE SEAL Ox THIS DRAWING INo1CATE5 ACCFITANCE OF PN 0lESSIONAL ENGIxEER ING RES►ONSIBTLITY SOLELY FOR THE -TRUSS COMPONENT DESIGN SHOWN, - THE-SUITABIL-ITY AND USE OF THIS O., STATE OF '4/ 'C1•,�2 ssioivAL TOT. LD. 31.0 PSF SEON- 496 OUR .FAC. 4.25 FROM JFB _ FLCHainesCitAIRhDIm1i0B1167 COMPONENT — ANSIIF0f95NSECF10NCj�AR BUILDING IS THE RESPONSIBILITY OF rllC BUILDING DESIGNER. PER SPACING 24.0' JREF- 1SSA081_Z19 (65440 -- 51.15/1131 1651C - - A13) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP p2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W5X8= W4X4�— W2X4III W6X6= W5X8= 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WIIHIN 6.50 FT I -ROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4= W4X4= W5X8= W4X4= W4X4= W3X8(B1) = W3X8(B1) = I 1-0-0 1-0-0 L 7-10-0 _1_ 24-4-0 _1_ 7-10-0 �I 40-0-0 Over 2 Supports R=1534 U=660 W=8' R-1534 U=660 W=8" PLT TYP. Wave TPI-95 R Design Crit: 37.0 PSF ';WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND B RACIAL. REFER TO HI6•91 (HANDLING INSTALLING AND BRACING). PUBLISHED By TPI (TRUSS PLATE I NS7ITU TE. 5B] 0.O11 Ofg10 DR., SUITE l00. NADISON, YI 5771!). FOR SAFETY PR AC TICCS ►RIOR TO PERFORMING THESE fUNC T IONS. UNLESS OTHERWISE INDICATE.. 10P CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. " IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO TILE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL HOT BE RESPONSIBLC FOR ANY OE VIATION FROM THIS DESIGN; ANY FAILURE TO BUILD I.0 TRUSSES IN CONFORMANCE YI TN I.1: OR FABRICATING, HANDLING. SNIPPING, INSTALLING AND A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION ►U LISHED BY IHE AMERICAN FOREST AND ►AP EA AsSOC IAIION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTM A657 GRAO DALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE Of TR11S S, AND UNLCSS OTHERWISE LOCATED OM THIS DESIGN, POSITION CONNECTORS PER DRAWINGS LBO A•2. THE SEAL ON 7HIS OR APING INOICA7FS AC CEPT AHCE OF ►AOfE S. OVAL ERG INEERIxG Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TR U55 COM►OHEIIT DESIGN SNO4N. THE SUITABILITY AND USE OF THIS Haines City, FI, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER FL Cc fl= 01AwbOnatim1567 ANSI/TPI 1.199S SECTION 2. +9-4-0 19.Ob2 OTY:1 HI/-/1/-/E/-/- 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' P3 SO Scale =.125"/Ft. REF R081-- 28237 DATE 08/14/03 DR W HCUSROBI 03226444 HC-ENG /JWC SEON- 10889 FROM EC JREF- 1S5A081_Z19 bn44U -- 7UD/KJ/ 10711. . . /\1U) TOP CHORD 2x4 SP 2400f-2.OE :T1 2x4 SP #2 N: :T4 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 N :83 2x4 SP g1 Dense: WEBS 2x4 SP #3 (A) 1X4 Q3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. #1 HIP SUPPORTS 7.0.0 JACKS WITH NO WEBS. W3X6(A1) 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.128x3' GUN NAILS @ 6" OC. 'A RIGID'CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W 5 X 5 % W4X4= W2X4 UI WMX _ W4X4= W5X5; WMX W5X14 = A�b � 6 T 9-4-0 WWX 83W4X4= W3X8(B1) 1.0-0 I 1.0-0 �- 15-0-0 I 7-0-0 I 26-0-0 _1_ 7-0-0 ,I 40-0-0 Over 3 Supports _1 R=504 U=270 W-3" R=4128 U=1970 W=8' R=1552 U=770 W=8" PLT TYP. Wave TPI-95 R Design Crit: 37.0 PSF 19.Ob2 OTY:1 HI 1 E Scale =.125" Ft. ••WARNING' TRUSSES REOU INC EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO NIB,91 (HANOLING INSTALLING AND BRACINGI, PUBLISHED B1 TPI (TRUSS 'LAIC TC LL 20.0 PSF _ _ REF R081 28238 INSTITUTE. SB] O'ONOFR IO OR., SUITE I00. MADISON. NI 53719I. FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED �p P T C D L 7 . 0 P S F DATE STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. pYt� �/ DRW HCUSR081 03225993 ';,IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �1• T1F1C,g- BC DL 10.0 PSF PRODUCTS- INC. SNALI NOT BE RESPONSIBLC FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO G O. *•• HC-ENG JWC/JWC ALPINE BUILD THE IN USIN CONF ONMANCE YITN TPI: OR FABRICATING. HANDL INO. SNIPPING. INSTALLING AND BRACING TIT 55ES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN „(Y Q •* N///Af)v1/1=PQ'1 BC LL 0.0 PSF sptciriCOF CONNECTOR 5I ARE/ MADE SOFO51 70GAT ASIR ABS]AMERICAGR A OR GAL YEII 'TTS T EEL. EXCEPTASIDII ASAl INOIE DNO T,IPPLYACONM ECTORS TO 0`, STATE OF TOT. LD. 37.0 PSF SEON- 498 Alpine Engineered Prbducls,Inc. Haines City, FL 33844 FLCendr�IBofAulnlizgm1561 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CORRECTORS PERDRAWINGS A-1. RING NAL E JIG RESPONSIBILITY SOLELYTFORHE STHE TRUSSEAL ON ICOM/ONENT DESIGNS DRAWING TSHOWNES CEPTATHE SUITABILITYNCE OF OAND USEIOFE7HIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1.1995 SECTION:. �•/�OR1Or, U,\2 ssNA: — - D U R. F A C. 1.25 FROM J F B SPACING SEE ABOVE JREF 155A081_Z19 (65440 - 51.15/1137 1651C - - A14) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP p3 (A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (1) CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, SPECIES, GRADE, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 0.1280" GUN NAILS @ 6" PC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (TRUSS MUST BE INSTALLED AS SHOWN - DO NOT FLIP END FOR END. W3X6(A1) _ 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 6.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X85F- W5X5= W2X4III W6X6= W5X8= W2X4 lQ W4X4= W5X8= W4X4= W2X4 III 100 W3X6(A1) _ 1-0-0• 1-00--0 —13 6 0 � < 6-2-0� I 5-10-0 I_ 28-4-0 _I_ 5-10-0 _I +9-4-0 40-0-0 Over 4 Supports R=593 U=330 W=8" R=1459 U=552 W=8" R=318 U-180 W=8" R=698 U=380 W=8" PLT TYP. Wave TPI-95 R Design Crit: 37.0 PSF 19.Ob2 OTY:1 HI 1 E - Scale -.125" Ft. ••YARNING• TRUSSES REQUIRE ERTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER To MID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY T/I (TRUSS PLATE TC LL 20.0 PSF REF R081- - 28239 ALPINE INSTITUTE, Sl7 O'ONOFRIO OR.. SUIT[ zao. M.olsoH. NI s7n91, roR SAFETr rR.CnCES PRIOR to PERiOR MIND THESE FUNCTIONS. UNLESS OTHERWISE InDIC.TEO. fOP CHORD SMALL HAVE ►a OP PLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL NAPE A PROPERLY A7TACHED RIGID CEILING. "IMPORTANT •' fURHISM . CO/Y OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RCS►011519LE FOR ANY DEVIATION FROM THIS DESIGN, AN F. ILURE TO APPLICABLE /ROVISIONSSHIPPING. G AND DESIGNWITH CONFORMS WITHFABRICATING. BR ASPECIOMGNOFTIRUSSESiN CONFORMANCE (NATIONALI DESIGN .ER .. �.;�+jIF►�yr ti No TC BC BC DL OL L L 7.0 10.0 0.0 PSF PSF PSF DATE 08/14/03 DRW IICUSR081 03226445 H C- E N G / J WC Alpine Engineered Products, Inc. CONNECTOR SI ARErMAOE SOFOZOGA TAS IMMA 6S7AGR.ORGALY,NS TEELf RERCEPIOC I ASIMO TE DND T.RPLY,L ME CONNECTORS TO EACH FACE OF INUSS, AND UNLESS OTHERWISE LOORAWiCATED ON THIS DESIGN, ►OSITION PROFCONNSSIECTORS PER.'2a1i1vr�"co�� RESPONSIBILDRAWINGS /IY SOLELYTFORHE STHE 7RUSSEAL ONICOM►ONENT DESIGN SHOWNNG INDICATES [EITATHE SUITABILITYE OF E OAND USENA IOFETHTS //////v/�,�,�,((((���)))))ff{f7777+////7777Y/����� ()�� STATE sS7�NAL� TOT.LD. 37.0 PSF SEON- 10891 D U R ' F A C ' 1 . 2 5 FROM EC SPACING 24.0" JREF- 1S5AO81_Z19 HBincs City, FL 33844 H. I.dIdxw or Auftrinfin 0567 COMPONENT FOR ANPARTICULAR BUILDING IS TIIE RESPDNSI5 LITT OF INE BUII. G OESIGNER, PER ANSI7TPI 1-1995 SECTION Z. (bt)44U -- toUD/HJ/ lb�IL AJ7) TOP CHORD 2x4 SP Q2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN - DO NOT FLIP END FOR END. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 8 W5X8= W4X4= W5X5m W2X4III W5X5= WiIX4= W5X5� 6 6 W4X4= W5X8= W4X4= W4X4= W3X6(A1) - W4X4= W3X6(A1) W2X410 1-0-0 13-6-0��I, 6.2-0--j 1-0-0 43' 3-10.0 1 1 32-4-0 3-10.0 _I_ _I 40-0-0 Over 4 Supports R=477 U=270 W=B" R=1210 U=550 W=B' R=676 U=400 W=8" R=705 U=380 W=8" PLT TYP. Wave TPI-95 R Design Crit: 37.0 PSF ••WARNIMG' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB] O'ONOFRIO OR .. SUIT( 200. Iu 0150N, 41 S]71l1. FOR SAFCTY PRACTICES PRIOR TO PE Ri ORMING THESE FUIICTIOMS UNLESS OTHERW1SE IMDIC ATED. TO► [HOBO SHALL HAVE PROPERLY ATTACHED SIRUC TURAL ►ANELS. BOTTOM CHORD SMALL MAYE A IR OPCRLY ATTACHED RIGID CEILING. .;IMPORTANT" FURNISH A COPY OF THIS DE 51GN To THE INSTALLATION CONTRACTOR. ALINE ENGINEEREC PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE 10 BUILD THE TRUSSES IN CONFORMANCE 411M TPI: OR FABR IBA T ING. NA NILI"G. SNIPING. INSTALLING AND ALPINE BRACING OF TRU55ES THIS DESIGN CONFORN5 WITH A►►LICABLE PROVISIONS Of NDS IHATIONAL DESIGN SPEC Ii ICA7 Ion PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA ASTH A653 GRAD GALV. STEEL. EXCEPT AS NOTED APPLY CONNECTORS 70 EACH rACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION 11HNEC1015 PER DRAWINGS 160 A-1. THE SEAL ON IN DRAWING INC) TES AC CEP TANCC OF 1ROFESS1014AL ENGINEERING Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRU55 CONPONCx1 OE SIGW SHDYN. THE SUI LBILITY AND USE Oi THIS Haines City, FL 33844 COM►ONEMT FOR ANY PARTICULAR BU ILDIMG IS THE RESPONSIBILITY OF THE SUILDI MG DESIGNER, PER FLCergKo ofAmhmimml%1 Axs11T71 SECTION 2. `m 19.Ob2 N2. 0% STATE OF !2�/ �SS �NAL��` OTY:1 HI 1 E 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 DLIR.FAC. 1.25 SPACING 24.0" his Scale—.125"/Ft. REF R081-- 28240 DATE 08/14/03 DR W HCUSR081 03226446 HC-ENG /JWC SEQN- 10897 FROM EC JREF- 1S5AO81_Z19 (bt144U -' -3Uh/M3/ lb�01L UC TOP CHORD 2x4 SP #2 N 601 CHORD 2x4 SP p2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4(A2) 1-0.0 W4X4= 10-4-0 _1_ 10-4- 20-8-0 Over 2 Supports R=821 U=344 W=8' 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TIC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Pb R=763 U=290 W=8" PLT TYP. Wave TPI-95 R Design Crit: 37.0 PSF 'WARNING' TRUSSES REOU IN ER TRC ME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIB-11 (PIA EN INo INSTALLING A170 BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITU IE. 583 O'ONOFRIO OR.. SUITE 200. MADISOH• NI 537T . FOR SATE TY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OT MERWI SE IND 1CATCD. TOP CHORD SHALL MAVE PRO►ERLY ATT ACED STRUCTURAL PANELS. NOTION CHORD SHALL -AVE A PROPERLY ATTACHED RIG 10 CEILING. •'IMPORTANE^ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREC ►RODUCTS, INC. SHALL IIOI BC RESPONSIBLE TOR ANY .DEVIATION FROM THIS DESIGN: ANY FAILURE TO BU I'D THE TRUSSES IN CONFORMANCE NIT. TPI; OR FARR ICA TING. NANDLIIIG. S.I►PING. INSTALLING AND ALPINEBRACING OF IRU5S[5. THIS DESIGN CONFORMS MIT. APPLICABLE PROVISIONS OF NDS (NATIONAL OE SIGN SPECIFICATION PUBLISHED IV THE AHER ICA. FOREST ANO PATER ASSOCI AI IO"1 AND 70 . ALPINF CONNECTORS ARE "AGE OF 2OGA AST" A653 GRAD GAL'. STEEL, EECEIT AS NOTED. APTLY CONNECIORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGII. POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON TNIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINECRII+G Alpine Eng'Inemd I'oduc15. INC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER FL CBRiiaN of AlaMlintion 1567 ANSI/IPI 1.1995 SECTION 2. 19.Ob2 Y:2 HI 1 E -/- 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" ME Scale—.25"/Ft. REF R081-- 28241 DATE 08/14/03 DRW HCUSR081 03226447 HC-ENG /JWC SEON- 10910 FROM EC JREF- 1S5A081_Z19 ibb44U-tluD/NJ/ 113-JIL - t1EXtJ Top chord 2x4 SP Q2 N Bot chord 2x4 SP p2 N Webs 2x4 SP Q3 Refer to drawing GE-001, GE-002, or 876,719 for stud verticals and bracing details. Gable end has been designed to transfer all horizontal wind loads into the roof and telling diaphragms. Connection and design of these systems are the responsibility,of the building designer. (Deflection meets L/360 live and L/240 total load. 4X4aa 100 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC OL = 5.0 psf, wind BC OL = 5.0 psf. The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. -A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. 2X4(Al ) = 5X5= 2X4(A1) 0-4-0 R=77 PLF U=26 PLF W=20.8-0 0-8-0 Over Continuous Support +9-4-0 Note: All Plates Are 142X4 Except As Shown. 3/ PLT TYP. Wave TP1 R Design Crit: TPI STD 19.Ob2 OTY:1 HI 1 E - Scale =.3125" Ft. ••WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND $RACING). PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 PSF REF _ R081- 28242 INSTITUTE. 533 D•OHOFRIO DR.. SUITE 200. MADISON. III 57719). FOR SAFLIV PRACTICES PRION TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED ER P TC DL 7.0 PSF DATE 08/13/03 T L PANEL 5. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. SRUCTURA / DRW HCUSR081 03225A09 ALPINE "IMPORTANT•' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIHEERED PRODUCTS. INC. SMALL NOT BC "'PollSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 ■UILD THE TRUSSES IN CONFORMANCE YIfH T►I: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING Or TRUSSES. THIS DESIGN CONFORMS WI TN APPLICABLE IROVIs10NS Or (IDS (NATIONAL DESIGN 4T,-y G HQ CC: NO. N//'R`C)/FIP(Q'B BL. BC DL LL 10.0 0.0 PSF PSF HC ENG JEC/WPF SPECIFICATION Iu6L15HED BT TH[ AMERICAN FOR AHD PAI ER ASSOC IAt ION) AND T►1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM AGST GRAD GALV. STEEL. EXCEPT AS NOTED. APPLT CONNECTORS TO 55 AND THE UNLES SEAL SONT THIS(SE DRAWINGTE ON TH INDICAIESSACCE P T AIf 0 T►S PE DRAWINGSEACH OF 160 A-tRID ROFESSIONALR ENG INEERING tv O�, STATE OF Xr,�`• ..... \� SRO "�' TOT. LD. 37.0 PSF SEON- 10913 OUR.FAC. 1.25 FROM - EC Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS ONAt SPACING 24.0" JREF- 1S5AO8I_Z19 Haines City, FL 33844 FLCwfcWd AWvrin=1567 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-I9e5 SECTION 2. bh44V -- 9U5/Ms/ 10nIL - - L4 TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4= 100 MPH WIND, 15.gp FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO 111E BOTTOM CHORD. +9-4-0 W4X4(A2) = W4X4(A2) 6)1 1-0.0 1-0-0 9-11-0 I_ 9-11-0 _I 19-10-0 Over 2 Supports _I R=788 U=331 W=3" R=788 U=331 W=3" 3a- PLT TYP. Wave TPI-95 R Design Crit: 37.0 PSF 19.Ob2 OTY:1 H1 1 E Scale —.25" Ft. •1R CIIR N IG. REFERUTOE1IS-911R1HANOLING INSTALLINGE EXTREME CARE IN , ANDATION. HANDLING. BRACING). PUBLISHEOIRYITPI INSTALLING PLATE TC L L 20.0 P S F R E F R 08 1-- 28243 INSTITUTE. S03O'OMOFRIO ON., SUITE 200. MADISON. YI 5]719I. FOR SAFETY PR ACfICES IRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS 0,NCRY,SE INDICATED. 10P CNORO SMALL NAVE PROPERLY ATTACKED S 7R U[T UR AL PANELS. 10 )M CHORD SHALL HAVE A PROPERLY ATTACHED RIG IO CEIL G. -1ERP� TC DL 1.0 PSF DATE 08/14/03 DRW HCUSR081 03226448 —IMPORTANT' FURx1511 A COPY OF THIS OCSIGO TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT RE RESIONSIBLE 10R ANY DEVIATION FROM THIS OCSIGN; ANY FAILURE 10 *�' ND. �* BC DL 10.0 PSF HC-ENG /JWC ALPINE BUILD TINE TRUSSES IN CONFORMANCE YIIM TPI: OR FABRICATING. HANDLING. $WIPING. INSTALLIMD AND BRACING OF TRUSSES. THIS DESIGN CONFORMS YITM APPLICABI[ PROVISIONS Of NDS (NAl10MAL DESIGN N 2 BC LL 0.0 PSF Alpine Engineered Products, Inc. SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND ►AP ER ASSOCIAII0 AnD T►I. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A65] GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AN0 UNLESS OTHERY ISE LOCATED ON THIS DESIGN, POSITION CONNECTOR$ PER DRAWINGS 160 A-2. THE SEAL ON THIS ORAYINI INDICATES ACCEITAM[[ OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF inIS � STATE OF �� �•.gOR1Or.'�.�\� SS�ONA�-� TOT.L.D. 37.0 PSF SEON- 10899 DUR.FAC. 1.25 FROM EC SPACING 24.0" JREF- 1S5AO81_Z19 Haines City, Fl, 33844 FLCmealeOrAWbxwm1561 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANS"TPI 1.1995 SECTION 2. (bS44U -- 7U-J/1(J/ Ib:)IL - - LJ) TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP §3 (DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4A9(ALJ = 1-0-0 9-11-0 W4X4=- 9-11-0 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WINO TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. C� r 19-10-0 Over 2 Supports R-790 U=332 W=8' R=732 U=276 W=4' q3 PLT TYP. Wave TPI-95 R Design Crit: 37.0 PSF 19.0b2 QTY:2 HI 1 E - Scale a.25" Ft. •RG AND RACINGNG•RCFER TRUSSES70 HIB-911R(MANOLING INSTAL E EXTREME CARE KINGBA"DABRAC,1NG),YNOP UBLISHEO SHIPPING. BYI►I IN(1RUSS H►LATE TC LL 20.0 PSF REF R081-- 28244 INSTITU E. SB] D'ONOFR IO OR., SU RE 200, MAD( SON. NI S]719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNGI IONS. UNLESS OIHERWI SE IND ICAfED. TO► CHORD SHALL NAVE ►ROPERIY ATTACHED SER PR TC DL 7.0 PSF DATE 08/14/03 STRUCTURAL PANELS, NOTION CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .. y1GTIFlC9T% •IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW ncusRoel 03226/49 •Pp 000CTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRO" TNIS DESIGN; ANY FAILURE TO ,UILO THE TRUSSES IN CONFORMANCE WI TN TPI; OR iABRICATING. HANDLING. SHIP►LNG. IHSIALlINO AHD *., W .*gC LL O.O PSF HC-ENG /JWC ALPINE ,RACING Of TRUSSES. THIS DESIGN CONFORMS VITA APPLICABLE IROVISIONS OF NOS (RATIONAL D[SIGN SPECIFICATION►UBLISHED BY IHE AMEN(CANFORESTANO►A►ER ASSOCIATIN) AND TPI.ALPINE L C DHNEC To ARE HAD OF TOGA ASIM A6S] GRAD GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS 70 ,� STATE OF TOT.LD. 37.0 PSF SEON- 10901 EACH FACE OF IN05S. AND UNLESS OIHERNISE LOCATED ON TNIS OESIGH, POSITION CONNECTORS PFR �``•:20R10�%:�j�2 DRAWINGS 160 A-E. THE SEAL ON THIS DRAW Ino INDICATES ACCEI'AN[E OF /ROFESS,DNA L ENGINEERING SiS/ONA`� DUR.FAC. 1.25 FROM EC Alpine ftneeled Produws Inc. RESPONSIBILITY SOLELY FON THE TRUSS COMPONENT OE SIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines Clry,FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0' JREF- ISSA081_Z19 R.CedK= O(AUlh9iW=1S61 ANSI/TPI 1.199S SECTION t. 0544U']U-J/K3/ 10711. - LUL4 Top chord 2x4 SP p2 N BOt chord 2x4 SP d2 N Webs 2x4 SP p3 The building designer is responsible for the design of the roof and. ceiling diaphragms, gable end shear walls, and supporting shear walls Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the bulldin.g designer. A rigid ceiling or continuous lateral bracing al 24' O.C. Must be properly attached to the bottom chord. I. MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 100 mph wind, 15.00 ft mean hgt, SBC. ENCLOSED bldg. located anywhere in roof, wind TC OL = 5.0 psf, wind BC DL = 5.0 psf. Gable end supports 8' max rake overhang. Refer to drawing GE-001, GE-002, or 876,719 for stud verticals and bracing details. Gable end has been designed to transfer all horizontal wind loads into the roof and ceiling diaphragms. Connection and design of these systems are the responsibility of the building designer. Deflection meets L/360 live and L/240 total load. 4X4= V� 5-3-11 +9-4-0 4X4 (A2) = 4X4 (A2) Uar- I 11�u 1 9-11-0 I 9-11-0 _1 19-10-0 Over 2 Supports R=788 U=330 W=3" R=788 U=330 W=3" Note: All Plates Are 142X4 Except As Shown. 03q PLT TYP. Wave TPI R Design Crit: TPI STD 19.Ob2 OTY:1 HI 1 E Scale a.3125" Ft. ';WAR REFERUTOEHIN-9IIRE EXTREME CAME IN (HANDLI C INSTALLINGeRICATION. HANDLING. AND BRACING).. PUBLISHEDIBYITPI INSTALLING PLATE TC LL 20.0 PSF REF RO81 - 28245 ALPINE I NSIITUIE. SB7 O'DNOfRlO DR., SUIIE 200. NA0150M, xl 57719I. FOR SAFETY PRACTICES PRIOR TO PERc oRMINc TxE SE FUNCTIONS. UNLESS OTHERWISE INDICAFED. TO► Exollo SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY Ar ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE r0 ES AP/LICABLF PROVISIONSSHIPPING. eMACDINGIIUFT71Utu5SEs!N CONFORMANCE s DESIGNWITH (ONFORHSOWITMFABRICATING. (N"IDIALINSTALLING DESIGN �ERpp TIl'/L �iy �G� cgrFti *,' NO-q �* N//�B(C)1)1P}nfJ'J 2. TC BC BC DL DL LL 1.0 10.0 0.0 PSF PSF PSF DATE 08/13/03 DRW HCUSROBI 03225AOA HC-ENG JEC/WPF Alpine Engineered Products, Inc. SPECIFICATION PURLISHED aI THE 1.111►CAN FORE51 AND DAP ER AS TIT ION) AND TPI. ALPINE CONNECTORS ARC HA DE OF 20GA ASIN AiS] GRAD GALV. STEEL, E[[EPF AS NOTED. APPLY CONNECTORS 10 EACH FACE Oi TR U55. AND uxLE55 OTHERWISE LOCATED OM iNiS OE SIGN, POSITION CONNC[TORS DCR DRAWINGS If0 A-1. IHE SEAL ON THIS DRAW IN.ICATE1 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBLL IIY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. IHE SUITABILITY ANO USE OF THIS . STATE OF :2 �c `�•A2OptO►:'pj� sis/�N... TOT.LD. 37.0 PSF SEON- 10902 DUR.FAC. 1.25 FROM EC Haines City, FL 33844 FLCenifx=TTfAmhmiGa=1%7 COMPONENT FOR AxI ►ARTICULAR BUIL Of IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1.1995 5ECTIDN 2. SPACING 24.0" JREF- 1S5AO81_Z19 (ba441J-7U5/KJ/ lbtlll, - IIJ/ Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP p3 Hipjack supports 7.0.0 setback jacks with no webs. Deflection meets L/360 live and L/240 total load. PROVIDE ( 2) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 3) 16d COMMON NAILS, TOE NAILED AT BOT CHORD. 0-4.3 T 3X4(Al ) L<I-5-off 9-11-9 9-10-13 Over 3 Supports —i R=462 U=290 W=11.313' 100 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC OL = 5.0 psf, wind BC OL = 5.0 psf. A rigid ceiling or continuous lateral bracing at 24' O.C. Must be properly attached to the bottom chord. 12.10-8 R=228 U=340 9-4-0 R=340 U=260 3-10.3 35 PLT TYP. Wave TPI R Design Crit: TPI STD 19.Ob2 OTY:2 HI 1 E Scale —.375" Ft. ••WARNING' TRUSSES REQUIRE ERTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND /RACING. REFER TO III.,N1 (HANDLING INSTALLING AND .RACING). PUBLISHED NY TPI (TRUSS PLATE TC LL 20.0 PSF REF R081- - 28246 INSTITUTE. SN7 D'OMOFRIO OR.. SUi TE 2.0. MADISON. NI S7719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACKED RIGID CEILING `�ERP�. PYptlFl C TC OL 7.0 PSF DATE 08/13/03 DRW HCUSR081 03225AOC ••IMPORTANT•• FURNISH A CO►Y OF THIS DESIGN TO THE INSTALLATION CONTRAC70A ALPINE ENGINEERED PRODUCTS.INC. SHALL NOT .E RESPONSIDL[ FOR AHY DEVIATION FROM THIS OESIGN; AN FAILURE TO �9r�ti *J• NO, ijSiQ �* BC DL 10.0 PSF HC-ENG JEC/WPF ALPINE WRACBUIL/NGNTICOFTiRUSSESRUSSEIM COTN/SMOESIGNICONFORMS YITNAAPPLICA.LE PROVISIONSSOFPNDSG(NATIONALUSTA IDESIGN N/~:(�)T/YIO/�.2, BC LL 0.0 PSF CO NE[fOR51AAT 0REPMADE SOF 020GA IA STMHE MAiS]E IAGRAOR GALv,NSTE[LCREFCE PTIASINOTE.. ND TA►PL APLPINE PLY ONNEC TORS TO EACH FACE OF TR U55. AND UNEA LLESS OIHERYI SE LOC ATEO ON THIS OE IIGN, PN CcOSITION CONPROFE SS.NCC TORS PER NO ISHOWNES OAND IO ETNIS , o,% SL�TATEQF �••'(QRIQ�:•G�2 sRINGs/� TOT.LO. 37.0 PSF SEON 504 OUR 1.25 FROM JFB Alpine Engineered Products, Inc. CEPTATHE SUITABILITY USE 101ESPONSIBILIII SOLELYTFORSTHE TRUSSICOMPONENT DESIGUI .FAC. SPACING 24.0' JREF 1S5AD81_Z19 Fl.c�rctmCi Iwi ANSI/1►ITT`.... SECTIO.C2LAR NUILDING IS THE RES►ONSINILIIT OF THE BUILDING DESIGNER. PER — (65440 - 5U5/R37 1651C - EJ7) lop chord 2x4 SP p2 N Bot chord 2x4 SP p2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT BOT �IIORD. 11E 7-0-12 �7-0-0 Over 3 Supports R=331 U=180 W=8' 100 mph wind, 15.00 ft mean hgt, SBC. ENCLOSED bldg, not located within 4.50 ft from roof edge. wind TC DL = 5.0 psf, wind BC OL = 5.0 psf. Deflection meets L/360 live and L/240 total load. 12R R=166 U=180 3-10.3 9-4-0 R=75 U=180 3� PLT TYP. Wave TPI R Design Crit: 37.0 PSF 19.Ob2 OTY:14 HI 1 E - Scale =.375" Ft. ••WARNIKG- TRUSSES REQUIRE E.TRENE CARE IN FABRICATION. HANDLING. SMIPPIIIG. INSTALLING AND TC LL 20.0 PSF REF R081- - 28247 BRACINo- REFER TO HIB-91 (HANDLING INSTALLING AND !RACING). PUBLISHED BY IPI (TRUSS PLATE INSTITUTE. 58] D'ONOFRIO OR., SUIIE 2G0. ""ISO". NI 111111. FOR SAFETY PRACTICES PRIOR TO PERFORMING INESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED -jER P TC DL 7 .0 PSF DATE STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACKED RIGID CEILING. T+gj1F1 ` .�ilr ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �G'CJ- �r�,ti BC DL 10.0 PSF DRW HCUSR081 03225992 PRODUCIS. INC. SMALL Nor BE RESPONSIBLC FOR ANY OFVIAT ION FROM INIS DESIGN: AMY FAILURE TO BUILD THE TRUSSES IN CONr0RMAN CE PITH TPI; OR FABRICATING. HANDLING. SHIPPING. 1NSIALIIMI AND L//1E�C)j�J)1`_P�QJ'J BC LL 0.0 PSF HC-ENG JWC/WPF ALPINE BRACING SPECIFICOF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN CONNECT OR SI AREIMADE SOF O20GAIV I ASTMMERICAN AM GRAORGAL V EST All STEELERE•TIAT A SI NOTOM)ED- AIN T APPL rACONLPINEt 10R5 TO 0'. STATE OF 1= ':2oR1v.•v TOT.LD. 37.0 PSF SEON 10535 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOC A TEO ON INIS 'CrDESIGN. IOSITI011 CONNECTORS ►ER f'.' Alpine En6ineered Products. Inc. RESPOHSIBILOITY SOLELYTFORSTHE AL IRUSSIEDMPONENI DESIGN SHOWNAE►iATHE SUITABILITYOAWO USENAL IOFEIHIt IIS sNAL D U R . F A C . 1 . 2 5 FROM J F B Haines City, FL 33844 COMPONEMf FOR ANT PARTICULAP BUILDING IS THE RE SP01151 BIL ITY OF IIIE BUILDING DE SIGNCR. PER FLCemfkmeofAW1OM110O156% ANSI/TPI 1-1995 SEc,IoN z. SPACING 24.0" JREF 1S5A081_Z19 b744U -- 5U7/MJ7 IDDIL, . . LOD) Top chord 2x4 SP p2 N Bot chord 2x4 SP Q2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT BOT CHORD. 100 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg, not located within 4.50 ft from roof edge. wind TC DL = 5.0 psf, wind BC DL = 5.0 psf. Deflection meets L/360 live and L/240 total load. 11-10-4 R=114 U-180 2-10.3 9 = R50 U=180 5-0-12 _I �-5-0-0 Over 3 Supports R=260 U=180 N=8' 05) PLT TYP. Wave TPI R Design Crit: 37.0 PSF 19.Ob2 OTY:4 HI 1 E - Scale —.375" Ft. •IWARN I RACINGN6 •REFER TRUSSES NIEE9119 IHANOILIINO ;..STALLING EME CARE IN RA NDARRAC .G)ANDPL UB L ISM EDIFY I III INSTALLING /LATE TC LL 20.0 PSF REF R081- - 28248 INSTITUTE. 5 4 3 D•ONOFRIO OR., SUITE 200. MADISON. WI 5371;,. FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED •`� P T C D L 7.0 PSF DATE STRUCTURAL ►ANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED y�•.LS1F/ rti BC DL 10.0 PSF DRW HCUSR081 03225990 PROOUCIS. INC. SHALL NOT BE RES►ONSIBLE FOR ANY DEVIATION FROM THIS DEIIGN; ANY FAILURE TO �! (LL•, BRACMG AMU ING NO F T TR U S ICS'N CD THIS DESIGHICO MF OR M S WITHAAP►L ICABLE PROVISION SSOFIN.SG IN AI IOxAL . IOSTI DESIGN *,• HO ,* B C L L 0.0 PSF H C - E N G J WC / W P F ALPINE SPECIFICATION ►UBLIIH[O TN[ AMERICAN FOREST AMO PAPER ASSO[IAiION) AND 7P1. ALPIN[ N 2. CONNECTORS ARE MADE OF 20GA ASTH ALS3 GRAD GALV. STEEL. EF(EPI AS NOTED. AP►LY CONNECTORS IO ()� STATE OF TOT.LD. 37.0 PSF SE"N- 1D54D EACH FACE 01 TR USs, An0 uNLESs OTHERWISE LOCATED ON THIS OESIGII,TTC ►OSIIION CONNECTORS E.TER .ORIDr�G�2 Alpine Uoneered Products, Inc. RESRING PONSIBILITY SOLELYTFORSTHE TRUSSICOMPONENT OESIGNTSMOYNES CE/TA THE SUITABILITYE OF OApO USENAL IOFEIHIS ss/ONAC. D U R . F AC . 1.25 FROM J F B Haines City, FL 33844 COM/ONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER FLCrigictrofA1ahmimionI%I AIISI/TPI 1-1995 SECTION 2. SPACING 24.0' JREF- 1S5A081_Z19 b744U''JUZ)/KJ/ lb71L - LJJ) Top chord 2x4 SP Q2 N Bot chord 2x4 SP 92 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS. TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) l6d COMMON NAILS. TOE NAILED AT BOT,CHORD. IE 0 UE 3-0.12— J 3-0.0 Over 3 Supports R=193 U=180 W=8' 100 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC 01. = 5.0 psf, wind BC DL = 5.0 psf. Deflection meets L/360 live and L1240 total load. G53 10 T T R=57 57 U=180 1-10-3 1-10-3 9.4-0 R=26 U=180 3� Scale 375' F PLT T7P. Wave 7P1 N Design No. FROM Crl[: TPI STD 5.01 OTY:4 HI � 1 � E � ca e —. [. TC LL 20.0 PSF REF R081�� 28249 �••+����� �enP Y K'F,'IyY TC DL 7.0 PSF GATE OB/13/03 n n b'j44U — 7UJ/M3/ lb�]L . . l.JJ Top chord 2x4 SP #2 N Bot chord 2x4 SP g2 N A rigid ceiling or continuous lateral bracing at 24" O.C. Must be properly attached to the bottom chord. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT TOP CHORD. PROVIDE ( 2 ) 16d COMMON NAILS, TOE NAILED AT BOT,CHORO. . 6 (— 0 0-10.3 RI 9U-]=180-4 9-4-0 T R==180 3X4(A1) II-o-o.)E o-12j 1-0-0 Over 3 Supports 100 mph wind, 15.00 ft mean hgt, SBC, ENCLOSED bldg, located anywhere in roof, wind TC DL = 5.0 psf, wind BC DL = 5.0 psf. Deflection meets L/360 live and L/240 total load. R=167 U=180 W=BN � 99 PLT TYP. Wave TPI R Design Crit: 37.0 PSF 19.Ob2 CITY: 4 HI 1 E - Scale —.375" Ft. ••WARNING• IRU SSES REQUIRE EFTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TS NIB•!1 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TIC LL 20.0 PSF REF R081- - 28250 INSTITUTE. 5B] D'ONOFRlO OR., SUITE 200, MADISOx. YI S]719), FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE►ROPERLV ATTACHED �p T C DL 7.0 PSF DATE STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. pY� �'" P "IMPORTANT'* FURNISH A COPY Or THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��(�S�l�r ,t• PRODUCTS. IMC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRON THIS DESIGN: ANY FAILUAC TO .y�elC''* BC DL 10.0 PSF DRW HCUSR081 03225991 BUILD THE TRUSSES le CONFORMANCE WIIH IPI; 0R FABRICATING• MANDLING. SHIPPING, IN .No (/�J(LC�•/"'1("��`/+j/� BC LL 0.0 PSF HC-ENG JWC/WPF A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE ►ROVISIONS OF NDS (NATIONAL DESIGN �LI '% S PCCIF ICATION PURL ISHCO BY THE AMERICAN FORCSI AND PAPER ASSo, IAtIOMI AND TPI. ALPINE Iv L CONNECTORS ARE MADE OF 20GA As TN ABS] GRAD GALY. SIFEL. EICEPT AS NOTED. APPLr CONNECTORS To 0' 8T! OF / TOT.LD. 37.0 PSF SEON- 10546 EACH FACE Of IR USS. AND uNLEiS OTHERWISE LOCATED ON IMIS OE SIGN, ►OSIiION [OxMEC TORS PER•,�1Or; 0 ANINGS If0 A 2. THE SEAL ON THIS DRAWING INDICAYES ACCEPTANCE OF PROFESSIONAL ENGINEERING `s'Sj�NA�� DUR.FAC. 1.25 FROM JFB Alpine Engineered Noducts, Inc. RESPOIISIBILITI SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City, FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER FLClndoteofknhon t=1567 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" JREF- 1S5A081_Z19 ENDURA PRODUCTS a .. r. � r Fax:3366684478 Oct 22 2003 17:22 P.02 CLRTIFIEDT____6STIN A Architectural Division • 7252 Narcoossee Rd. • Orlando. EL 32SZ2 (407) 384-7744 • Fax (407) 384-7751 Web Site: www.ctlarch.com E-mail: ctlarch.com Report Number: CTLA-90OW-5-16 Report Date: January 8, 2003 STRUCTURAL PERFORMANCE TEST REPORT Client: ENDURA PRODUCTS. INC. P.O.BOX 8908 GREENSBORO, NC 27419-0908 Product Type and Series: Endurn Ultimate Astragal Six Panel Opaque, Fiberglass Double Door by Nan Ya Plastic/ Plut-Pro Distinction with Aluminum Inswing Threshold (74% 98") HGD-C40 w/o Reinforcement, HGD-C45 w/ Reinfomement Test Specifications: A 101/1.S.2-97 "Voluntary Specification for Altnninurn, Vinyl (PVC) and Wood Windows and Glass Doors". Frame Components: The main Sarne measured 74" wide x 97.625" high overall. Frame consisted of two (2) pine jambs measuring 4.562" wide x 97.625" long. One (1) frarno header 4.562" Ride x 72.50" long, copod and butted corner construction, secured with two (2) # 8 x 1.75" P.H., flat hcasd wood screws. One (1) aluminum (ZA14566) inswing threshold measuring 4.562" wide x 72.50" Iong. Configuration: Six panel opaque, flberglauss double door unit (Inswing). XX Panel: Activc and astragal panel moamrud 35.75" wide x 95.25" high. Door Panel Construction: The panels art constructed of nan ya Sberglaw (0.075") thick S.M.C. sldw. The irrterior cavity of door is filled with PU foam Such type. The top tit bott= rails are constuctcd . with foam PVC plastic and measured 1.5937" wide x 1.125" high x 35.125" long. The hinge stile is constructed with one (1) piece of foam PVC plastic measuring 1.750" wide x 1.200" high x 95.250" long, one (1) piece of wood reinforcement rne2suring 1.4375" wide x 0.65" high x 93" long and ono (1) U shape reinforcement steel measuring 1.5937" wide x 0.79" high x .079" thick x 93" long. The lockstilc is constructed with on' (t) piece of foam PVC plastic measuring 1.750" wide x 1.200" high x 95.250" long, one (1) piece of wood reinforow%ent measuring 1.4375" wide x 0.65" high x 93" long, one (1) piece of wood reinfonocmcrtt measuring 1.5937" wide x 0.19" high x 93" long, two (2) pieces of U shape rciafo=ncrrt steel measuring 1.5937" wide x 0.79" high x .079" thick x (43.3" long top piece), (27.56" long bottom piece) and one (1) wooden lockbox measuring 1.5937" wide x 0.79" high x 20" long. A DBK-R door sweep was attached to the r bantam rail. The astragal is attached to astragal panel. Po Glazing: NSA f' � 3 {� � l U L-1. ✓✓ ZIJU.�. I r • Z> r. UJ Page 2 of 3 Endura Pmdtuts. Inc. Report s CTL.A-90OW-5-16 Weather Stripping: Head: One (1) piece of weatherstrip Endure QEBD 650 Jambs: Two (2) pieces of weatherstrip Badura QEBD 650 Astragal: One (1) pieco of weatherstrip Endure QERD'650 Jambs: Two (2) pieces of Endura simple solution corner pad Bottom rail: One (1) piece of DBK-R door sweep Hardware & Location: One (1) Kw&%n Desdbolt located 54.197" &oar top of panel One (1) Kwikset passage lock loc:dod 59.687" ltom top of panel One (1) Standard astragal located on aatnagal panel. One (1) Hurricane astragal with reinforcement located on astragal panel. Four (4) 4" butt hinges on door frame located 6.4375", 32.562", 58.681 and 84.812" n= ing from top of door panel. Sealant: An adhesive sealant was used to Seal unit into rough opening . Additional Description: Each hingx was attached to frame with four (4) screws, the top hinge had two (2) # 10 x 2.50" phUps counter sunk screw and two (2) # 10 x .75" phillips counter sunk screws. The middle and bott= bingo had one (1) #10 x 2.50" phu7lips couuecr sunk screw and three (3) # 10 x .75" phillips counter sunk screws. Hinges were attached to door panel with hour (4) #10 x .75" Phillips counter sunk screws. Installation: Fourteen (14) 410 x 2.50" phillips countersunk screws were used to secure specimen to wooden test buck. Six (6) in the ftamo head located 6" f}M cacti jamb then 18" o.c. there after with two (2) at mid span tiuotigh astragal 3u*c plato. Five (5) in each jamb located 6" fiom each end 22" o.c. thctnafkcr with one (1) at mid span. Comment: Nominal 2 mil polyethylene film was used to." against air leakage during structural loads. The film was usod in a mercer that did not influence the test results. Performance Test Results rYr ss[gn o rme oar -i M Mgihod Measured Allowed 2.1.2 Air Infiltration ASTM E283-91 .01 cfin/W .34 cfin/fi'. ® 1.57 psf The tested specimen meets or atcaods the performmcc lcvcis specified in AAMA/101/I.S.2-97. 2. l .3 Water Resistance ASTM E547.93 5.0 gph/R' Four (4) Svc (5) minute cycles No Entry No Entry WTP=6psf D/P 40 2.1.4.214.4.2 Uniform Load Structuual ASTM E330.90 Pernianem Deibrrnation Twenty-nine (29) second load D/P +40 @40 psf Positive .041 " D/P-40 @40 psf Negative .382" .055" .382" Unit tested without reinforcemem / b Unit tested with tow (2) screws added to header +�---t ENQURA PRODUCTS Fax:3366684478 Oct 22 2003 17:23 P.04 Page 3 of 3 End= PsoducU. Inc. Report * CTLA-90OW-5-16 Performance Test Results (contirwed) PRE Ph No of Tit Method Measumd Angne 2.1.4.2J4.4.2 Uniform Load Structural ASTM E330.90 Permanent Deformation Ten (10) second toad @60 psf Positive .203" .382" @60 psfNogative 108" .382" Unit tested without reiafo meat Unit tested with two (2) straws added to header 2.1.4.2J4.4.2 Uniform Load Structural ASTM E33040 Permanent Deformation Ten (10) second load @72 psf Positive .027" .382" @82.5 psfNcgative 007" .382" Unit tostod with rtinforc=cmi Unit tested with two (2) screws added to header Mid-epaa of lockstilc max allowable perm sct at load (0.4% of span) = .382" Test Date: May 30, 2002 Vest Completion Date: July 10, 2002 Remarks: Detailed drawings were available for laboratory records and comparison to tho test specimen at the time of this report. A copy of this report along with representative sections of the test specimen will be retained by CtL for a period of four (4) years. The results obtained apply only to the specimen testAd. This test report does not consut= certification of this product, but only that tho above test res uits i4vre obtained using the dasignated test methods and they indicate caanpliance with the performance requirements (paragraphs as listed) of the above rcfenwoed specifications. Certified Testing Laboratories assumes that All infornusdon provided by the client is accurate and that the physical and chemical properties of the components are as stated by the maaufacuures. Certiflod Tending Laboratories, Inc. Waiter Williams Lab Technician Ard itocOiral Division cc: IF-cb, a Products, Inc. (4) Ramesh Patel, P.E. (1) File (1) Ramesh Patel, P.E. Florida Reg.# 20224 W .... .. - 1 .1------ V/ • J /VVVVHV 1 o UUL LL LVVJ 1 (• L" r. UL prum RTIFIED �ESTING ABORATORIES _ GE _ Architectural Division • 7252 Narcoossee Rd. •Orlando, FL 32822 (407) 384-7744 •. Fax (407) 384-7751 `'N Web Site: www.ctiarch.com E-mail: ctlarch.com Report Number: CTLA-90OW-9-1 Report Date: January 8, 2003 STRUCTURAL PERFORMANCE TEST REPORT Client: ENDURA PRODUCTS, INC. P.OBOX 9908 GREENSBORO, NC 27419-0908 Product Type and Series: Endure Ultimate Astragal Six Panel Opaque, Fiberglass Double Door by Nan Ya Plastic/ Piast-Pro Distinction witb Aluminum Outswing Threshold (74"x 81") HGD-LC35 w/o Reinforcement, HGD-LC50 w/ Reinforcement Tat Specifications: A 101/I.S.2-97 "Voluntary Specification for Ahuninwn, Vinyl (PVC) and Wood Windows and Glass Doors". Frame Components : The main frame rnm3urod 74" wide x 81.125" high ovcm1l. Frame oonsisted of two (2) . pine jambs measuring 4.562" wide x 81.125" long. One (1) frame header 4.562" wide x 7250" long, coped and butted corner construction, secured with two (2) 0 8 x 1.75" P.li., flat head wood screws. One (1) alumin= (ZFOB4566) outswing threshold mcasunng 4.562" wide x 72.50" long. Configuration: Six panel vpaquo, fiberglass double door unit (Outswing). XX Panel: Active and astragal panel measurod 35.75" wide x 79.25" high. Door Panel Construction: The panels are constructed of am ya fiberglass (0.075") thick S.M.C. skins. The interior • cavity of door is•fillod with PU foam flush type. The top & bottom rails are constructod with foam PVC plastic and measured 1.5937" wide x 1.125" high x 35.125" logg. The hinge atile is conatnutcd with one (1) piece of foam PVC plastic measuring.1.750" wide x 1.200" high x 79.250" long, aw (1) piece of wood measuring 1.5937" wide x 0.79" high x 77" long. The loobtile is canatructed with one (1) piece of foam PVC plastic measuring 1.750".vide x 1.200" high x 79.250" long, one (1) piece of wood measuring 1.5937" wide x 0.79" high x 77" long, ono (1) woodca lockbox measuring 1,5937" wide x 2.359" high x 20" long. A DBK-R door sweep was attached to the door bottom rail. The astragal is attached to astragal panel. Glazing: N/A Weather Stripping: Head : One (1) piece of weatherstrip Endura QEBD 650 Jambs: Two (2) pieces of weatherstrip Eadura QEBD 650 , Sill: One (1) piece of weatherstrip Eadura QEBD 650 Astragal: Ono (1) piece of weatherMp Endure QEBD 650 )ambs: Two (2) pieces of Endura simple solution corner pad a , •�'� f p� Bottom rail: Ono (1) piece of DBK-R door swacp ` j Z Page 2 of 3 Endura Products. Inc. Report s cnA-ww-s-1 Hardware & Location: Oae (1) Kwikset Deadboh located 38.5" from top of panel One (1) Kvnlset passage lock located 44.0" f m top of panel Onc (1) Standard astragal located on-asamgal pand. One (1) Hurricane astn%8AI with re-bdowenseW located on astragal panel. 7117= (3) 4" butt hinges on door frame located 6.4375", 37.625", and 68.8125" measuring fh= top of door paaal. Ses unt: An adhesive sealant was used to goal unit into rough opening . Additional Description: Each hinge was attached to @fame with four (4) screws, the top hinge had two (2) # 10 x 2.50" phillips counter sunk screw and two (2) # 10 x .75" phillips counter sunk scrcm. The middle and bones& hinge had one (1) # 10 x 2.50" phillips counter gunk screw and three (3) # I0 x .75" PUMps counter sunk scncws. binges wore attached to door panel with four (4) # 10 x .75" phWips counter stink screws. Installation: Twelve (12) # 10 x 2.50" Phillips counter smile screws were used to secure speaiuua to wooden test buck. Four (4) in the films head located 6"frorn each jamb thin 18" o.c. thcrc after. Four (4) in each jamb located 6" 8torn each cad 22" o.c. thereafter. Comment: Nominal 2 mil polyethyleno 51m was used to seal against air leakage during structural loads.' TU film was used in a manner that did cot iafluatoe the test msults. Performance Test Results rmgnDM4 Title of JMt Measured Allowed 2. L2 Air Infiltration ASTM E283-91 .01 cfm/fts .34 ctin/W. c@ 1.57 psf The tcstod specimen meets or =cecb the pextbrmance levels specified is AAMA/101/1.S.2-97. 2.1.3 - Water Resistance ASTM E547-93 5.0 gWft- Four (4) five (5) minute cycics No Entry No Entry WTP = 7.5 psf " D/P 50 2.1.4.2/4.4.2 Uniform Load Structural ASTM E330.90 Pemsanent Deformation Twenty-six (26) scoend load D/P +50 ©50 psf Positive 012" .317" D/P -50 @50 pscNegative 001" .317" Unit tested without rcin oearn kit 2.1.4.2/4.4.2 Uniform Load Structural ASTM E330L90 Perntanarrt Deformation Ten (10) second load @75 psf Positive .011" @56.25 psf Negative .317" 31r .001" Unit txstod without rriaforoerrlerit kit 0- ENDURA PRODUCTS Fax:3366684478 Oct 22 2003 17:26 P.04 Page 3 of 3 Eadura Produces, Inc. Report d C LA-900w.S-1 2.1.4.214.4.2 Test Date: Performance Test Results (continued) Uniform Load Structural Pernmertt Deformation @75 psf Positive @75 paf Negative ASTM E330-90 Ten (10) socond load 011" .317" 139" .317" Unit tested with rtuibrarncat kit Mid -span of lockable max allowable per& set at load. (0.4% of span) = .317" May 16, 2002 Tat Completion Date: May 16, 2002 Remarks: DtWgcd drawings wort available for laboratory teoanU and coraparison to the test spccimea at the time of this report. A copy of this report along with mpmsemutive ecct ens of the teat spocitam will be rcwmcd by CTL for a period of four (4) yam. The re rAts obtained apply only to the specimen tegw. Ilis test report does not constitute oerttfieshon of this product. but only that the above test results were obtained ,sing the dosignatnd teat .methods and they indicate canplianm with the petforY mes requiremern (paragraphs as listod) of the above refertancod specifications. Certified Testing Labvr4mw awwrics that all issSvr =ton provkbd by the client is aomwste and that the Physical and cbernical properties of the C=pom= are as statod by the maaufhctumr. CwtiAcd Testing Laboratories, Inc. LabWarr WiIliais� - Technicia n D L Archioacptral Division d/j't'/i' • L cc: Endrrra Products, Inc. (4) Ramesh Patel, P.E. (1) Rarneah Patel, P.E. File (1) Florida Reg. ff 20224 Architectural Testing January 10, 2003 Endure Products, Inc. 8817 West Market Street Colfax, North Carolina 27235 RE: Summary of Results: JS WE-ZFOB-XX-06 Testing has been completed on Johnson Steel Wood Edge door, Endura series/model JSWE-ZFOB-XX-06. The specific tests and results are: Test Subject Results ASTM E 283-99 Air Infiltration N/A ASTM E 547-00 Water Resistance N/A ASTM E 330-97 Uniform Load Deflection Test 4-/- 48.0 psf ASTM E 330-97 Uniform Load Structural Test +/- 72.0 Psf DesiSp Pressure Rating based on E 330 +/- 48.0 psf DesiEe Pressure Rating (based on E 547 NIA Note. Design pressure rating based on water test can not exceod design pressure rating based on load tests. Testing was conducted at Architectural Testing, Inc. on 9/19/02. Complete test results are documented in ATI Report No. 01-42675.01. Sincerely yours, ARCHITECTURAL TESTING, INC. sep .Reed, P.E. Director — End neering Services JAR -jar cc: 01-42675.01 130 Derry Court York. PA 17402.9405 phone: 717.764.7700 fax: 717.764.4129 v~.archtesixom ENDURA PRODUCTS Fax:3366684478 v Oct 22 2003 17:31 P.03 ASTM E 330-97 TEST REPORT Rendered to: ENDURA PRODUCTS, INC. SERIES/MODEL: JSWE-ZFOB-XX-06 TYPE: Ultimata Astragal Steel French Outswing Door Title Summitry of Results Uniform Load Deflection Test Pressure ±48.0 psf Uniform Load Structural Test Pressure ±72.0 p6f Dcsi n Pressure Rating ±48.0 psf Reference should be made to ATI Report No, -01-42675.01 for complete test specimen description and data. Architectural Testing ASTM E 330-97 TEST REPORT Rendered to: ENDURA PRODUCTS, INC. 8817 West Market Street Colfax, North Carolina 27235 Report No: 01-42675.01 Test Date: 09/19/02 Report Date: 12/13/02 Expiration Date: 09/16/06 Project Summary: Architectural Testing, Inc. (ATI) was contracted by Endura Products, Inc. to perform tests on a Series/Model JSWE-ZFOB-XX-06, ultimate astragal steel french outswing door. The sarnplo tcstcd successfully met the performance requirements for the test methods below. Test' Method: The test specimen was evaluated in accordance with the following: ASTM E 330-97, Standard Test Methods for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. Test Specimen Description: Series/Model: JSWE-ZFOB-XX-06 Type: Ultimate Astragal Steel French Outswing Door Overall Size: 6' 2" wide by 6' 9-7/8" high Panel Size (2): 2' 11.7/8" wide by 6' 7" high Finish: Test unit was white. 130 Derry Coun York, PA 17402.9405 phone: 717.764.7700 fax: 717.764.4129 www arc htest.com 4/ — ENDURA PRODUCTS Fax:3366684478 v Oct 22 2003 17:32 P.05 01-42675.01 Pagc 2 of 5 Test Specimen Description: (Continued) Weatherstripping: DescriRtio Ouantit Location Kerf mounted "C" shaped 1 Frame perimeter and astragal open cell, vinyl wrapped Simple Solution compression foam seal 2" long by 1-3/4" wide by 2 Bottom of jambs and astragal 0.600" high vinyl wrapped compression foam seal 1-3/4" wide by 7/16" high 2 Bottom of door panels DBC — H double fin single bulb Frame Construction: The head and jambs were constructed of wood. The sill was constructed of aluminum with a PVC composite insert. The corners were coped, butted, and scaled with four 3/8" wide by 3/4" long staples through the jambs into the head and sill.. The sill contained a vinyl snap -in place threshold and an interior threshold cover. The PVC composite was secured to the aluminum sill with 3/16" wide by 3/8" long staples. Panel Construction: The 1-3/4" thick Johnson Steel Wood Edge door panel was constructed using.two 1/32" steel sheets that were foam -filled. The perimeter was lined with a 1-11/16" wide by 7/8" thick wood block on all sides of the panel. All corners were butted and glued together. The astragal was secured to the second active panel utilizing double - sided adhesive tape and #8 x 2" drywall screws placed 10-1/2" from top and bottom of panel. The strike plate and dead bolt plate were secured through the astragal with 08 x 2" screws, two per plate. 10 Uct 22 2003 17:33 P.06 01-42675.01 Pagc i of 5 Test Specimen Description: (Continued) Hardware: Dcacription uantit Location Dead bolt with strike plate 1 40-3/8" from top of panel, strike plate on opposite panel Locking knob with strike plate 1 45-7/8" from top of panel, strike plate on opposite panel Metal slide locks 2 Each end of strike panel Metal hinges 3 11 " from head and sill and one midspan Drainage: Sloped sill. Reinforcement: No reinforcement was utilized. Inatallation: The door was installed into a 2 x 8 #2 Spruce -Pine -Fir wood buck and secured using #8 x 2/1/2" drywall screws. Four screws were used in each jamb, 5" and 27" from each end and four in the head, 6" and 28-1/2" from jambs. The 2 x 8 buck was set into a 2 x 10 Pinc-Fir plywood test buck and secured using #8 x 3" drywall screws 10" from corners and 12" on center. The exterior perimeter was sealed with silicone. Test Results: The results are tabulated as follows: Title of Test - Tcst Method Results Uniform Load Deflection (ASTM E 330-97) (Deflcetions reported were taken on the meeting astragal) (Loads were held for 28 seconds) @ 48.0 psf (positive) 0.23" @ 48.0 psf (negative) 0.32" Uniform Load Deflection (ASTM E 330-97) (Deflections reported were taken on the panel) (Loads were hold for 28 seconds) @ 48.0 psf (positive) 0.34" @ 48.0 psf (negative) 0.31" Uniform Load Structural (ASTM E 330-97) (Permanent sets reported were taken on the meeting astragal) Loads were held for 10 seconds) @ 72.0 psf (positive) 0.02" @ 72.0 psf (negative) 0.01" Uniform Load Structural (ASTM E 330-97) (Permanent acts reported were taken on the panel) Loads were held for 10 seconds) @ 72.0 psf (positive) <0.01" @ 72.0 psf (negative) 0.05" 01-42675.01 Page 4 of 5 Allowed La175 = 0.45" max. LJI 75 = 0.45" max. IJ175 = 0.45" max. Ul75 = 0.45" max. 0.4%L = 0.32" max. 0.4%L — 0.32" max. 0.4%L - 0.31" max. 0.4%L = 0.31" max. 01.42675.01 Page 5 of 5 Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product, which may only be granted by the certification program administrator. This report may not be reproduced except in full without the approval of Architectural Testing. For ARCHITECTURAL TESTING, INC: Mark A. Hess Technician MAR -drag 01-42675.01 '4' "'-f, G1 . J94Vfi A. Preed, P.E. ector— Engineering Services ENDURA PRODUCTS Fax:3366684478 Oct 22 2003 17:34 P.09 DOCUMENT CONTROL ADDENDUM #t0142675.00 Current issue Date: 12/13/02 Report No.! 01-42675.01 Requested by: Kevin MacDonald, Endura Products, Inc. Purposc: ASTM E 330-97 testing of a Series/Modcl JSWE-ZFOB-XX-06, ultimate astragal steel french outswing door. Issued Date: 12/13/02 Comments: Florida P.E. Seal required on report. r r - X Opaque Outswing Unit COP-WL-JH3121-02 METAL -EDGE STEEL DOORS APPROVED ARRANGEMENT: 1.0 Ll LI O Note: Units of other sizes are covered by this report as long as the panel used does not I exceed 3'0" x 6'8". Single Door Maximum unit see 3D- x 67 Design Pressure +76.0/-76.0 Ymited water unless special threshold design is used. Tesr Data Review Cemlitate /3026447A and COPJresl Report Validation Matrix i3026447A•002 provides additional information • a.l bl. Iron The ITSNJH wetnde (www,etlsemYo.cI the Masonite we. to (wwnv.masonite.com) Of the Masortite technical center. Large Missile Impact Resistance Hurricane protective system (shutters) is NOT REQUIRED. Actual design pressure and impact resistant reouiremenis for a specific building design and geographic location is determined by ASCE 7-rational. state or local building codes specify The edition reouired. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0011-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0001-02. APPROVED DOOR STYLES: 00 �D ti;:lt00 00 ZZ. �- 00 00 7 Flush Arch Top 3-Panel 3-panel -panel ' --- ' New England 4-panel Eyebrow 4-pand ----- 8•Dand 0.1a"e OD L 9-panel oco ® "--- ©tJ ©© 110 15-92nd 5-p2nel 5-panel -nrth scroll - � •— Eyebow s-pand Eyebrow 5-wnel withscrotl Johnson- rysy tems June 17 2002 ini.,-11/.. — • 'an CO�:mutna 7�]m Gr POOSI iTp�pvnenl rtV Yp SUtGYa1�0/6 etYgn led D/oeuG "^ G ••�"� D•• r. teal uorcr roux nix ,w•u�r rcuee Masonile Interns tional Corporation Opaque Outswing Unit METAL -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-2184-1. 2, 3 Certifying Engineer and License Number: Barry D. Portney, PE. 1 16258. Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203. Door panels constructed from 26•gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021" steel. Interior cavity of slab filled'with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum bumper threshold. PRODUCT COMPLIANCE LABELING: r TED IN ACCORDANCE WITH MIAMI-DADE BCCO PA201. PA202 6 PA203 COMPANY. NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida. Professional Engineer Kurt Balthazor. P.E. - License Number 56533 IM•rrocla FM..gr rI F7. Test Data Review Cenifiate 03026447A and COP7Test Report Validation Matrix •3026447A•002 provides additional information - available from the ITSAYH cvebsde (www.ettsemko.com(, the Masonite websile (www,maSOnite.com) or the Masomte technical center. Johnson'" En trySystems June 17. 2002 a..•, Jv conUnWp vocr-i at rJoma­wci mem.: %a smcac;,, R Lsgn aaa o,eaua Masonite International Corporation oeud swlmi:o aorge,oLce X Opaque Inswing Unit COP-WL-JH3101-02 METAL -EDGE STEEL DOORS APPROVED ARRANGEMENT: VAnn.c, ►+•••t f= 1•. Test Data Review Cerb icate /3026447A and Cop/fesl Report Val'dabon Matrix. e3026447A-o02 provides additional information . available from the ITS/WH websrte "vw.ellsernkoeom�, the MasoniI. website (www.masonrh.eom) or The Masortite technigt Center. Note: Units of other sizes are covered by this report as long as the panel used does not exceed 10" x 6'8". Single Door Wximum umt size = 3T x 6T Design Pressure +76.0/-76.0 timiled wale' unless special threshold design is used Large Missile Impact Resistance Hurricane protective system (shutters) is NOT REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specry the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0001-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0001-02. APPROVED DOOR STYLES: 00 r ,� ►t i •i'r 00_ ., _go_ Flush Arch Top3•panel M. _ 3• aril p 6-panel .. --- Nev; England 4-panel Eyebrow 4-panel 8-panel OD OD r 0 Cl 9-panel 15-pand 5•Wnel -- 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll Johnson- Ei trySystems...ly r•eT PRfA4r��r,�/��,r•�. June 17, 2002 an camminrq gory am or voq[r "rorovenem ro4s swcaui�ors :•spn yio oloaucr M a s.o n it e I n ter n a t i o n a l C O r p O r d 1. On Y.IiY ruD1eC1 r0 CIOnQ1 wnr-0ul n0;�4 X. , Opaque Inswing Unit COP-WL-JH3101-02 METAL -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-2183-1. 2, 3 Certifying Engineer and License Number: Barry D. Ponney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021 " steel. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 4- TESTED IN ACCORDANCE WITH MIAMI.DADE BCCO PA201, PA202 6 PA203 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida. Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Vhw"oc4 ro.-r imtfl mm F=7o Test Oau Review Cerbfitale /3026447A and COP/lesi Report Validation Matrix a3026447A.002 provides additional information - avadablt horn the ITSAVH websile lanvw etlsemko corn), the Masonite websrte Iww w.masonite,comT or the Masonile technical corer. 0 Johnson- Entrysystems June 17.2002 0.rcomrmonodopamOfOf wI+noro.em"makes $D&vcatrma.asgnrnapoaucr Aran worecr Masonite International Corporation ro cvnge m:nast nonce. A, Glazed Outswing Unit COP-WL-JH4161-02 71 WOOD=EDGE -STEEL DOORS APPROVED ARRANGEMENT: If O Single Door Tvlaaimum uric size = 37 a 6'8- Note: Units of other sizes are covered by this report as long as the panel used does not exceed 37 x 6'8". vdmdr -W. Tell Data Review Certiliate 13016441A and CAP/fat Report Validabon Malria s3026447A-001 provides additiorul information • available from the II website (www.etl =0 com►. the Masonite +veDsite (—masonite.com► or the Masomle technical center. Design Pressure +40.5/-40.5 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE ].national, stale or local building codes speaty the edition required MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0011-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0001-02. APPROVED DOOR STYLES: 114 GLASS: AUM J 00 :�� LI T,1 00 - 00 Da Leg 00 00 100 Soria 133, 135 Sena 136 Series 680 Sena 822 Soria 112 GLASS: 0' � 00 00 00 00 00 00 105 Series' 106. 160 Sena' 129 Series' 200 Series' 12 IVL. 23 RlL. 24 R/L 107 Series' Series' _ 108 Series 304 Series This glass kil may also be used in the follomrig door styles- 5-pand. 5-panel with scroll. Eyebrow 5-panel- Eyebro+, 5-panel +vrlh scroll Johnson- EntrySystems _ June II 21�2 ppEA4 r Ra..�,VcD (/. , p,r cxar+mq aegam or noaucr rnprovemerr rruees soa�'cmons cePon ano voo,v xtad Sumer to cmrge vmnout tnrue. M a s o n i t e international Corporation X Glazed Outswing Unit COP•WL•JH4161-02 WOOD -EDGE STEEL. DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: i 404 Sena 410 Series 450 Series 109 Series 114. 120. 122 152 series 179 Series 300 Series Series CERTIFIED TEST REPORTS: NCTL 210-1897-7, 8. 9. 10, 11. 12: NCTL 210-1864-5, 6, 7. 8: NCTL 210-2178-1, 2. 3 Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA202. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017' thick steel skins. Both stiles constructed from wood. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021" steel. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum bumper threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit, conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 10111ermock rI Tat Data Review Certificate 03026447A and COP/Tal Report validation Matrix /3026447A-001 provides additional information • avadabie from the ITSAHH websde (www.etlsemko com). the Masonrte websrle (wwwmasonite eom) or the Masonile techniW canter. Johnson" EntrySystems r..!!«ao.. • June 17.2002 0,..,,,, o..., Ow tml rAuq pr�un 01 poOA ima.ownen r tes soear,cmara ce3gn am praouo M a s o n i t e International Corporation Arad W b;K: Istrg,yo vdr:aul aal:ct .,XX ' r I Glazed Outswing Unit METAL -EDGE STEEL DOORS APPROVED ARRANGEMENT: ar Test Data Review Certificate ►3026447A and COP/fesl Report Validation Matrix 13026441A-002 provides additional information - available from the ITS WH websde (wwwettsemto.com). the Nbsomte website (www.masonite.com) or the Masomle technical center Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size. 67 x 68- Design Pressure +50.5/-50.5 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. slate or local building coda specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041.02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 114 GLASS: �0 00 oca �� 00 010 00 00 800 Series _00 133. 135 Series 136 Series 680 Series 822 Series 112 GLASS: 00 00 CEO 00 00 00 00: 105 Senes' 106 160 Senes- 129 Senes' 200 Series' 12 R/l. 23 Rrl. 24 I11 107 Series' Series* 108 Series 304 Series 'This glass Mil may also be used In the following door styles: 5-panel: 5-panel with Scroll Eyebrow 5-vanel. Eyebrow 5-panel with scroll. Johnson- ;:xt.....r,..� Ent.ysystefms June 17. 2002 o..i,., D. . uVr_oN.nu.p7opam or aodmi mvlov ntnrrt tees SC I,cariore aes4: ane placuo Masonrte International Corporation. Jqa 501C: to cra"ge'"noul notice XX ' . r Glazed Outswing Unit METAL -EDGE STEEL DOORS APPROVED DOOR STYLES: 3/4 GLASS: DD II0 00 404 Series 410 Series 450 Series FULL GLASS: 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: NCTL 210-1897-1, 2.3. 4. 5. 6; NCTL 210-1864-1, 2, 3. 4; NCTL 210-2184-1, 2. 3 Certifying Engineer and License Number: Barry D. Portney. P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA202. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021" steel. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum bumper threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). Test Data Review Certlhcate13026447A and CCIP/Tesl Report Validation Matrix 13026447AU02 provides additional information • available from the ITSIWH wetisile (w•w.ellsemkocom), the Masonite vaGsite (www.masonile.com) or the Masonrte technical center. State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Johnson Entltrysystems _ June 17. 2002 ..-o.,...., a.... owc"r9 vowam•f aoau v,o.ownem rrvw sworcmve ceKn ua 0:00w Mason ite International Corporation :•tan sso;ecr :ocmrge ernoul nonce . -AX Glazed Inswing Unit COP-WL-JH4142-02 APPROVED ARRANGEMENT - WOOD -EDGE STEEL DOORS, Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". s Test Data Review Certificate 13026447A and Cop/Test Report Validation Matra i3026447A-00I provides additional information • available from the ITSIWH websrte lvvw%v ettsemko com), the Masonrte websrta (wwwmasonite.eom) or the Masonile technical center. Double Door Maximum unit size . 6'0- x 6'8- Design Pressure +40.5/-40.5 Limrfed water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant re0uirements for a specific building design and geographic location is determined by ASCE ]•national, stale or local building codes specify the edition teowred. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 114 GLASS: 00 00 00 00 00 00 00 100 Sans 133. 135 Series 136 Series 680 Series 822 Series 1/2 GLASS: 00 _00 00 00 00 00 00 105 Series' 106. 160 Series' t29 Series' 200 Series' 12 R/L. 23 R,L. 2/ R/L 107 Series' 108 Series Series' 3014 Series This glass kit may also be used in the follomng door Stiles 5•pand: 5-panel wrlh scroll: Eyebrow 5-oanel. Eyebrow 5-panel snlh scroll Johnson- EntiySystems June 17.2002 -o.. .., o..., blur [onnuuq prp104 or ut no vnpror.�l�.m n9kn Spfalprrom ZKn ma produa M a s o n i t e International Corporation scar suptCr to cn:ng� wrtnour norm ' xx Glaied.lnswing Unit WOOD -EDGE STEEL DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: I3 11 Id•Y� .� doe Series 410Series 45D Series 109 Series I IE.120, I22 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: NCTL 210-1897-7, 8. 9, 10.11. 12: NCTL 210-1861-4, 5. 6, 10, 11, 12: NCTL 210-2185-1, 2, 3 Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA202. .Evaluation report NCTL-210-2794-1 Door. panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from wood. Top end rails constructed of 0.041 " steel. Bottom end rails constructed of 0.021" steel. Interior cavity of slab filled with rigid potyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida. Professional Engineer Kurt Balthazor, P.E. —License Number 56533 Test Data Review Certificate 13026447A and COP/rest Report VaWabon Matrix 13026447A-001 provides additional mlormation - available from the ITSWH webstte (www.eltsemkocom), the Atasonite websrte (wwwjnasonits.com) or the Masonile technical tenter. a Johnson--. EntrySystems-. . June 17. 2002 ^ a-••,. o••., tk Cm1'"0r00rso of crooxt �momememao■n swtncatwa aefap Ana ofW= Masonite International Corporation ,)-tad wbtecl:o crunpr tvpnoLe notice, .. X 'Glazed Inswing Unit. I METAL -EDGE STEEL DOORS APPROVED ARRANGEMENT: Vftnmck my f•7, . Test Data Review Certirrpte /3026rd7A and COPRest Report Validation Mama a % /3026447A-002 provides addiCo% information - available hom thr ""WH O website lwww."IsemkocomT, thr O IAasonite website (wwwmasomte.wmi or the Masomte tec ical tinter. Note: Units of other sizes are covered by this report as long as the panel used does not exceed 3'0" x 6'8". Single Door Mhctmum unit site 37 t 6-8- Design Pressure +50.5/-50.5 Limited water udass special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a s eihc buildingdesign and e state or loot buildup codes spweGfy the edition required. d ographre location is determined try ASCE 7•mrional. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0001-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0001-02. APPROVED DOOR STY-LES: 114 GLASS: �� oa. oo o ao 0 �� p too Serioo ©0,es 133, 135 Series -- 136 Serus 680 Berries •. 112 GLASS: 822Series OW 0 00 pp 0 105 Series' 106. 160 Series' e 00 00 00 119 Series' 200 Series' 12 R/L. 23 A/L, 24 R/L 107 Series' — --'- Series' 108 Ser es 304�ii� ' This glass kit may also be used in the following door styles: 5-parrel. 5-panel with scroll: Eyebrow 5-oanel. Eyebrow 5-panel wilh scroll Johnson- ry5ystems June 17,2002 Our conwurp orapam or voCuct u"Drovemafr nnYessxut¢xrore ^ o�•�•�. o.... • xud suoRn ro mange wan" ncnu •tW. aria moaua M a s o n i t e International Corporation • Glazed Inswing Unit COP-WL-JH3141-02 METAL -EDGE STEEL DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: W LJ ❑ � r iI- 404 series 410 series -- 450Serves 109 Series 114, 120. 122 152 Series 149 Series i SuieS 300 Series CERTIFIED TEST REPORTS: NCTL 210-1897-1, 2, 3, 4. 5. 6; NCTL 210-1861-1, 2, 3, 7, 8. 9; NCTL 210-2183-1, 2, 3 Certifying Engineer and License Number: Barry D. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA202. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed'from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021 " steel. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid Plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE EICCO PA202 COMPANY NAME ClrY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the v/ requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). ~�• reS1 Dap Review CerGhcale 13026447A and CONTesl ReporValionMatrixg026447A-002 provides additional mlormation - available from he ITSWH wehsite(www.etlsemkocom),it, . htasenrte wehsite (www.masonite.com) or the Muooite technical Center - State of Florida, Professional Engineer KurtBalthazor, P.E. — License Number 56533 Johnson- r7rsysterns _ June 17, 2002 o':•. _ [..r�....rr ••• Our com°+'a++0 degam or oo atadugectrocvrgenarourroroa r��"r.»raweorica;.ors oevgnrnacrocn o...�r o.-�• Masonrte International Corporation Opaque Outswing Unit APPROVED ARRANGEMENT: METAL -EDGE. STEEL. DOORS s Test Data Review Cemfica" �3026447A and C0p7Test Report Vakdabon Matrix 13026447A-002 provides additional information - available from the ITS WR webstte (sve'nv.etlsemkoeom). the Masonite webale (www.masoMe.com) Of the Nbsonite technical center. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit site - 67 x 6.8- Design Pressure +55.0/-55.0 linuted water unless special threshold design is used. Large Missile Impact -Resistance Hurricane protective system (shutters) is NOT REQUIRED. Actual design pressure and impact resistant reguiremenls for a specific building design and geographic location is determined by ASCE 7-national, stale or local building codes specify the edition reguned. MINIMUM ASSEMBLY'DETAIL: Compliance requires that minimum assembly details have been followed - see MAD•WL•MA0012-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed— see MID-WL•MA0002-02. APPROVED DOOR STYLES: .r.(, oa flush Arch Top 3-panel 3-panel 6-panel New England 4-panel Eyebrow 4-panel 8-panel L f ICC a 011: eec o o 9-panel 15-panN 5-panel 5-panel with scroll Eyebrow 5-panel E ebrow5--- Y Panel with scroll 0 Johnsonr- EtRtrysystems _ June 17. 2002 ': ut :oryuluvy Dr0(pamN pools u'otoWrttem C7[tl smalcat.om Gefgn IrrO otogiCl tlerad WDISC: to tram! [Mho, VbCV Masonite International Corporation xx , . , Opaque Outswing Unit METAL -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-1905-1. 2, 3. 4. 5. 6: NCTL 210-1864-1, 2, 3. 4; NCTL 210.2184-1, 2. 3 Certifying Engineer and license Number: Barry. 0. Portney, P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021" steel. Interior cavity of slab filled with rigid polyuretharie foam core. Frame constructed of wood with an extruded aluminum bumper threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI•DADE BCCO PA201, PA202 b PA203 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 V*wnock H...,, rlfl r7s Tat Data Review Cemliate 13026447A and COPRest RepoA Validation Matra ,3026447A-002 provides additional inlormalion - available Irom the ITSN/H websile (wwwellsemko.coml, the Masorole websire (www masonite.com) or IheMasonile technrcaIcenter. Johnson'" EntrySystems June 17.2002 ^�ti//,c%.e • �O. r D• OW con4mov 7opm dove X:u Moremenr masts smokawn .ew ib orocuo Masonite International Corporation Muir svarecrtocmv srrnoar nonce XX Opaque Inswing Unit APPROVED ARRANGEMENt: METAL -EDGE STEEL DOORS bllrnwas Test Data Review Cemfuale 13026447A and COPtlest Report validation Matra 13026447A-002 provides additional information • available from the IT$WH websrle Iwww.ellsemko.Com). the Masonite websile (svww.masonite.com) or the Masonite technical center. . Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0' x 6T. Double Door Mavmum unit size. Wit 6T Design Pressure +55.0/-55.0 limited water unless special threshold design is used: Large Missile Impact Resistance Hurricane protective system (shutters) is NOT REQUIRED. Actual design pressure and impact resistant requirements for a specncc building design and geographic location is determined by ASCE 7-national. state or local building codes speetry the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: .. 00 " a_o_�:_:._: 00 00. 0_0 Flush Arch Tap 3•paml 3-panel 6•panel New England 4.panel Eyebrow 4-panel 8-panel Yiec.00 R ~L XX 9-panel IS•parul 5-panel 5-panel with scroll Eyebrow 5-nand Eyebrow 5-panel with scroll Johnson- - EftrtrySystems June 17. 2002 _ o.. •.. o.... Oacmrwrpmooamalmoo t­cravvr ri mkessoecncniomceoonr4xoear Masonite International Corporation. 121211 UIDMr :o c range R.rnar rcnce X�C , . , , Opaque Inswing Unit METAL -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-1905-1. 2. 3. 4. 5. 6: NCTL 210-1861-1. 2, 3. 7. 8.9: NCTL 210-2183-1, 2. 3 Certifying Engineer and License Number: Barry 0. Portney. P.E. / 16258. Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203. Evaluation report NCTL-210-2794-1 Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from 0.041" steel. Top end rails constructed of 0.041" steel. Bottom end rails constructed of 0.021" steel. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCC0 PA201. PA202 b PA203 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). Test Data Review Certificate 03026447A and COP/rest Repon Validation Matra ,#3026447A-002 provides additional information - available Irom the ITSWH websde (www.etlsemko.com). the Masonite websne (www,masonite.com) Of the Masonlle lechnial center. State of Florida. Professional Engineer Kurt Balthazor. P.E. - License Number 56533 Johnson- EntrySystems June 17. 2002 o,.. , o..., ')tn:o MUM"W"01 a00v0.np:orM&M rtuin ID-040:10ra C&W am coow Masonite International Corporation 3e W: Ut^::O "MA •.N.1oa nmee Opaque Inswing Unit COP-WL-MA0101-02 APPROVED ARRANGEMENT. ©il fl O .1 O FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panel used does not exceed 3'0" x6'8". Test Data Review Certificate 03026447A: e30264478: P3026447C and COP/Test Report Validation IWtra i3026447A. 001. 002. 000:19026"7HOt, 002. 003: PF9026447C-001. 002. OW provides additional intormation - avalable from the ITSJWH website (www.Nlsemkocom). the Masonile vJebsite(wrw.masonitecom) or the Masonite technical center. Single Door Maximum unit size = 3'0' x 63- Design Pressure +76.0/-76.0 limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE ]-national. sUte or local balding codes specify the edition miltared. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed - see MAD-WL-MA0001.02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed —see MID-WL-MA0001-02. APPROVED DOOR STYLES: non - - 00. ' 009 .00 .00. 00 Flush 6-panel New England 4-panel Eyebrow 4-11p2nel 9 Danet Eyebrows -panel with scroll 0 Par aff gR NK . P. e...,...,r ,,.T ,Etc EROLASS ENTRY DOORS no..'.�v.err.p. ter Oeon r eW eLL/tJI�',..1'i/!fit • Jse r7 MJ2 J.— r connrn.nt woprm of voos:cs mc,ovene"_ 0$ scenrcaimm _esgn anu e,1o.a Masonite International Corporation Olad Jbejx: to c:ua! lmnJut 90flcd • Oo rI I I Opaque Inswing Unit FIBERGLASS DOORS 1 CERTIFIED TEST REPORTS: NCTL 210-1973-1. 2, 3 Certifying Engineer and License Number: Ramesh Patel, PE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32' wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 O akcraff AR K' FIteRGLA33 ENTRY DOORS .••vT.mre�FD^o -nvr 0=o• : i:" 2.X? Oct con-vin D,crtam a! prpOucl irrWrCvlm!N Oa+es SDKIfIt]LOq CB�p� art0 DtpCxl celaa subs eC:o C-a:! V,In ,. `DICe tltlre:ee4e M.tagr �t•4. Tesl DaI3 Review Cerhf 2te /3026447k 130264478- 03026447C and COP/Tesl ReporlValitlabon Mat& 03026447A- 001. 007. 003: /30264478-001. OD2, 003:03026447C-O01,002,003 provides additional information - avadade from the ITSWH website (www.etlsemko.eom)r the Masonite website(www.masomleeom)or the Masonite lechrical center. pp��� �� f..a l•Slu•n•Ir Ir +. O� r D• Ma sonite International Corporation • i rffl f Unit SINGLEMOOR 1 6 TYP � a 6' TYP. 6'8' UNIT 8'0" UNIT 13-15/16' 17.1/8" MAXIMUM ON CENTER TYR CountMinimum Fastener • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • Width of door unit plus 1/2" • Height of door unit plus 1/4" t � Tesl Data Review Cerhrxale /3026447A; #30264478: /3026447C and COP/Test Report validation Matrix 13026447A-M. 002. 003; $30264478-00t, 002. 003: #3026447C•001. 002, 003 Provides additional information • available Irom the ITS/wH websile (%rvw ensemko.eom), the Masonile �e website (w ww.masonile.com) or the Masonite technical center Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146, 3166, 3241', 3246. 3261• or3266 Compliance requires that 8' GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. 'Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and B10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 3 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3116" Tapcon single shear design values come from the ITW and ELCO Dade Country 4- approvals respectively each with minimum 1-114" embedment. 3. Wood bucks by others. must be anchored property to transfer loads to the structure. June 17.2002 DaVam at 9100XI m010v M ma.a SmOcalions x='A^ +ne tloouo oea+ sutra w :na"pe PRLJMvvn�:Gl/.tli.w 11�I,y.1.��1'1+,1t�''111 �//%//yt/�� �•o�"�.• • Masonite International Corporat,o�j; +:;yr.,: XX Opaque Inswing Unit . FIBERGLASS DOORS APPROVED ARRANGEMENT: tAlernock ►�..., �!W F't•v Test Data Review Carbfiate 03026447A: 030264478: 13026447C and COPfrest Report Validabon Maboc 03026447A. 001. 002.003: 0302614711-001, 002. 003:/3026447C-001.002.003 provides additional information - avaclabte from the ITSIWH website (www.etlsemko.com)r the Masonite websue (wwwmuorute.com) or the Note: Masonite techmol center Units of other sizes are covered by this report as tong as the panels used do not exceed 3'0" x 6'8". Double Door huximum unit sae = 67 x 67 Design Pressure +55.0/-55.0 limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specrty the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR -STYLES: 0 0 0�0 00 ; 00: 00: 15�_ � Flush 6-panel New England 4-panel Eyebrow 4-panef 9-panel Eyebrow 5-panel with scrdl OakQraff j1!M"J1K-" FIBERGLASS ENTRY DOORS �br.:ma.e reerpol�vT Oo"n w.e.11 , _ r I\LJIY/l/IR����i: iti ''e..'eaet..Ir R .We :7 7002 AJf coon map or oaam al woad :.Terorrnan rrra.o soeulerrors aevgn ano woc ct M a s o n i t e International Corporation tvaa see;ec1 :o cran;,e •.mneut note XX 1 t f Opaque Inswing Unit FIBERGLASS DOORS CERTIFIED TEST REPORTS: CTLA-772W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed'of 1-5/8" laminated- lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akgraft AR K" FIIBERGLA33 ENTRY DOORS f Doom JLr cm:i car:+(, oro@am u� croaw raorwanem rnres loealrcallom 3ugr. caw product to nuce, tNnrloek rI �1♦0 Test Data Review Cerblicate I3026447A: 030264478: 13026447C and COP/rest Reporl Valldabon Matrix 03026447A- 001. 002.003: 03026E47111-001, 002. 003: f3026447C-001.002, 003 provides additional rntormalion - available from the ITS WH website (www.eILrnko.com), the Masomte webSlle (wwvi masonlle tom) of the Masonile technical center. r REA4 Offi",zchnnto +0+ r D• Masonite International Corporation • XX unit - DOUBLE DOOR 6' 3' o TYP TYP CL TYP. TYP I l l l I I 1 I TYP. 6'8' UNIT 8'0' UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. r Minimum Fastener Caunt • 6 per vertical framing member • 8 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 • Width of door unit plus 1/2" • Height of door unit plus 114" if trO-v" -r err Test Data Review Certrtrate 03026447A:130264478: 03026447C and COPflesi Report validation Matrix 13026447A-001, 002.003: 130264478-M.002. 003:13026447C-001, 002. 003 provides � adlitional information - available Irom [be ITSIwH websrte (www,e0semko.com), the Masonrla ,r70 websits (www.mascnite.com) or the Masonite technical center. Latching. Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147, 3167. 3242'. 3247, 3262• or 3267 Compliance requires that 8" GRADE 1 (ANSI/BHMA At 56.16)'surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. 'Based on,required Design Pressure — see COP sheet for details. Notes:' 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and P10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 3 PA NOS for southern pine lumber with a side member thickness of 1.1/4' and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. I June 1, 2002 :w:oM��uwaorpu,oraoact-Varnemrm.nsmc.,cnors Masonite International Corporation SlSgn Ye e10cua Cerad sueKa 10 c'Nlye nrhour nprce Ox O Opaque Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0104-02 FIBERGLASS DOORS Note: Units of other sizes are covered'by this report as long as the panels used do not exceed 3'0" x 6'8". Minitrack n.a" Test Data Review Certificate 03026447A; 130264478;13026447C and Cop/rest Report Validation Matrbr 03026447A- 001.002.003:130264476-001,OD2, OD3:13026447C-001,002.003' provides additional information - andable hom the ITSM/M websiia (www.etlsemko.com), the Wsonite webstte (www.masonite.com) or the Masonite technical center. Single Door with 2 Sidelites Maximum unit size = 5T x 6'6- Design Pressure +55.0/-55.0 limited water unless special threshold design is used. Large Missile -Impact Resistance Hurricane protective system (shutters) is REQUIRED Actual design pressure and impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: El I00 I �oD oa oo. t,00; H Flush 6-panel New England 4-panel Eyebrow 4-panel 9-panel Eyebrow 5-panel with wolf Oak�raff I—.d..,,",. . � AR K" PINEROLASS ENTRY DOORS I'wro1 n '—V-E—yDoer r /KJ►WVI�G�OlG1000w hnt 17.2002 w 0,...." o..., , Our coMinumg Pog,arn of or O= MDlevtMtnm ttnwn eo=kat ions Culgn and etoduD M a s o n i t e International C o r p o r a t i o n deco WDlttt to change aehOL4 need , • • COP-WL-MA0104-02 00aque Inswing Unit FI B-tRGLASS DOORS APPROVED SIDELITE STYLES: 'I ,ikii ,�I � i I S I i• 11� 0' 0 129 Series 200 Series 12R. 12L, 23R. 23L. 450 Series 152 Series 149 Series 109 series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-772W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab and sidelite panel glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LA TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE O akgXaff •nQ 1•,Ir �r• c d FIa RROLA33 ENTRY DOORS To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 AR K" •wr.knue•:evpw [mT 0— June 17. 2002 Ow comrnunt; aopam of or noun rmc;oV eni =%ts soeafrcavors aeKn aw croaua ciew) suCIN .toc ange war. out notice Waenock e1Rrs>wr ltf 0-51•• Test Data Review Certificate $3026447A: i302644711: /3026447C and COP/rest Report Validation Matrix 03026447A- 0ot* 002. 003:03026147B-001. 002. 003;03026447C-001.002,003 provides additional information . available hom the ITSAVH webslte (www.ettsemko (corn). the Masonite websito (www.masonite.com) or the Masonlle techmcal center. �p����/� Ertrurr•r[ Ir•m Il/3pCi���iicn � -O•rr.rr o••,. Masonite International Corporation OXlpMID-WL-MAD004-02 Unit _ S6- INGLE. DOOR WITH 2 SI DELITES 6' TYP. TYP. CL TYP. TYP. r r r - r r r If f f f f VA"Iffeck Stiff Test Data Review Certtfiate /3026447A:130264478:13026447C and COP/Test Report Validation AAaldx 13026:47A-001, 002, 003: 030264478.001, 002. 003:13026447C-001, 002, 003 provides additional intormabon • available from the ITS/WH webslte (www.edsemko corn), the Masonite m websile (www.masonite.com) or the Masonite technical center. 6- TYP. 6'8" UNIT 8'8' UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 't • Width of door unit plus 1/2" • Height of door unit plus 1/4" 4 Latching Hardware: • Compliance requires that GRADE 3 or better (ANSIBHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3244% 3249, 3264' or 3269 Compliance requires that 8" GRADE 1 (ANSIBHMA At 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. *Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include /8 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. 0 •.�• fate b.•le Irem a�4ScU.rRon � June 17. 2002 OUT COMMUt11OWD7amOIOtOouotimDlow !nfmxnsceatiplione Masonite International Corporation otsgn am Woow O91MI s11D100 to Wnpe mthow notice. XO.Or Ox t Opaque Inswing Unit APPROVED ARRANGEMENT: :.. FIBERGLASS DOORS: - Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8'. Test Data ReviewCertfiate 13026447A1' 130264478:13026447C and COP/Test Report validation Matrix 03026447A- 001. 002, 003:13D264478-001, 002. 003: 03026447C 001. 002. 003 provides additional information - awilaDle from the 1T5MIR website (wwwetlsemko.com), the Masonite vwbsite (WWW.rtlatomte coin) or the IWsonits technical aster. Single Door with 1 Sidelite Maximum unit site . 47 x 61- Oesign Pressure +55.0/-55.0 fimited water urdess special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7•natnonal, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed —see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been -followed.- see MID-WL-MA0003-02. APPROVED DOOR STYLES: 00. 00_! 00 Flush 6-panel New England 4•panel Eyebrow 4•pand 9-pand Eyebrow 5-panel with scroll OakgXaff ,DOORS ARnEW I.e ......e l,an P1Dlx OLAS3 ENTRY ne��.Ve. F.oep�frtrr Goon _ ppC '6nt"'2007 Ma so n lte I n t er na I on al Corporation. Ow camrnpng uogram at Y Ocucl .rr.OrOwtrnenl R4.6 1Dt0bWi0r3. 0%.gn ei0 DIDOW ' 3--19,1 $0:2 I :0: V f1Cd :Ar.041 r0ce. XO-or OX OpJque Inswing' Unit FIBERGLASS DOORS APPROVED SIDELITE*STYLES: . h4A 0 0 G o 129 Series 206 Srrries 12R, 12L. 23R.23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Seri CERTIFIED TEST REPORTS: CTLA-772W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab and sidelite panel glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001. Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida. Professional Engineer Kurt Balthazor, P.E. - License Number 56533 vVrnock 14rs^r Vtl/ Test Dau Review Certihate /3026447A: 030264470:13026447C and COP/Test Report Validalron Matrix 03026447A• 001.002.003: l3026447B-0011, 002. 003:l3026447C-001,002.003 provides addRianal inlormation - available "am the ITSrWH website (www.ellsemko cam), The Masonite wehsrle (svww.masonile cam) or the M=nrte techrlit7l center. O akgXaff rteeRot.nss er+Trsrnoorrs -le 1: 2w2 J.1 : mlmuro w oa+m or pDmlc: r+o�ovemrnr r. a.n 1_euz>tae, uvpn un oroaua M a s o n i, t o I n t e r n a t 1 o n a I C o r p o r a t i o n xau suorsr to cvrte vntr-0:r ror,u XO or OX Unit MIO-WL-MA0003-02 SINGLE DOOR WITH.1 SID.ELITE CL TYP. TYP. TY TYP. P. t i i i i i i 'UNIT 87 UNIT 15/16- 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plales require two 2-1/2" long screws per location. • Width of door unit plus 1/2" • Height of door unit plus 1/4" H I H t I I It ►Jna•rk FIswV Test Data Review certificate 13026447A:13026447B: /3026447C and COP/fesl Report Validation Matrhi f3026447AW 002.003• 130264478-001, 002. 003:13026447C-001, 002. 003 provides additional information • available from the ITS/NH website (www edsemko.com), the Masonite �a website (www.masonite.com) or the Masonite technical center. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSIBHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3243% 3248, 3263• or 3268 Compliance requires that 8" GRADE 1 (ANSI/BHMA All 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. 'Based on required Design Pressure — see COP sheet for details. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include i8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF b PA NDS for southern pine lumber with a side member thickness of 1-1/4' and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. June 17.2002 Qu COMMInD Dr97aM of D100- -P1"emenl make soealipllors, oeslpn an" ploauci "Clad LYDIKI 10 C"I .11101A naixe, os� -O.• r D•• Masonite International Corporation VARLICK / HALL ENGINEERING ,INC - CONSULTING ENGINEERS 3612 WEST AZE£LE STREET - TAMPA, FLORIDA 33609 - 1813)873-0024 - FAX (813)87;-9378 July 26, 2002 Deb Matthew World Wide Door Components, Inc 5017 N. Coolidge Ave Tampa, FL 33614 Reference: Door Threshold Certification 61 C't - ca2 3 J M Die No. GAS40338 Job No. 202-152 Dear Ms. Matthew: As "Specialty Engineer" for the door threshold listed above. this is to certify that the threshold design conforms with the requiremcnts of 2002 Florida Building Code Section 1606. The design calculations have been prepared in accordance with *Specification for Aluminum Structures" published by The Aluminum Association. Wind pressures are based on ASCE7 - 98, for a 165 mph wind -velocity, and an importance factor of 1.0. Design pressures are -98.0 for end zones. Attached is copy of the calculations. If you should have any additional questions regarding this residence, please do not hesitate to contact our office. Sincerely, WARLICK/R, n . a4 1 / R Douglas Hall /tl V License 53759 Attachment: Slr WARLICK/HALL ENGINEERING, INC. CONSULTING ENGINEERS 3612 West Azccle Sneer Tampa, Florida 33609 (513) 8e3-0024 W, OTI-4 - 4 . S 45 A. I.; E i c hrr 4A = .S ig ce Job:�� ByeLj__Date:i (, Sht.No. i of Job NohD? ISZ Revision Q I t'40 IP3 ,55vQC --I ve, ti�a /,('r L -4 90 I�-r o e...110 tAAr.� L3 L-j < 1 ry 1; - S 1 t4.5 ss-) , T8 r �� �k� 5�� � -'ice � C-S �.l3 �O C7W ►� C R ,;, '�•� rJ� 4 - �,< <'''A Pr_q ►�s a e �E S►aE�� ����3 �S�� 1 33 J ; ��o�� - j7AL 1H4 ACt= �4`l0�L3'� 147e is Zo o cuna F, WTIRL DV DE Kwermlol .. 9.12 094 •. 160 �- ?SC. ors Ili ° z qo 035 1 4 1 .197 r . Z6, 050 .925 i.u,no� so. 03l Idol R Ot0 W. OP >< W c)7 .022 a 045 090 ACTUAL S12C 545 jl[•L! �'f��ty J 0 �c R2iZ2 1 _7 fA .500 ' T� z I .3]Z .050 .250 `.k"JNut .sxl PUSOm ifa*h D TMMwT wt%y UK.Esk SK[irrp 4111[INISt u+mirlcp, vALL �Ml n. -ININDALEX va.eerriCn sl,nle�--61�5•n---ws. --e.twalt�r.-aaaoi,- ri...a, Owed rr Nj Rds — -- n h v :l.bf cm h OP/. 2 01 MR. _ u WK T-008 JOR • u u, u _ 1, lA7[ _ y(j N11 a 61 •-•• 1OM 1.3n UP & PA 0 KM -J•y r�l 1�A_ �IAZ< - 1•tw • � 41% • M .108 • in leapt 6069- 5 neiR awls:a le< 1409 U ~-- a.tnret WRLDVIVE "WAQEzw aiL7OlO t1itESiQ.D I1u[itl �7� .a : i. . SfJa P.Ol6•� � � I 1 I • I i►.Oli l f i f I "WS %fik ors-40Y A --------� 17B1StIA1_Vu le rZI,_. e � - - 0wr N 1 � f J'fa 6. M ffA� z• � w�.� .� raif am �• - — • 10111— — Q a � --_____. 'crs 1�10 ww rua 6�.{� y. M!c �r•en. t . i I o � - y • WARLICK ENGINEERING, INC- 145- 3612 W. AZEELE ST. TAMPA, FL 33609 (813)873-0024 Copyright 2000 by Tondelli Engineering,.P.A. Tampa, Florida :USTOMER : World Wide Door Components 70B NUMBER 202-152 DATE 1/29/02 DESCRIPTION Threshold *** DESIGN WIND LOADS - ASCE 7-98 *** *** C014PONENTS AND CLADDING **; BIND VELOCITY = 165 MPH LXPOSURE CATEGORY = C WILDING CATEGORY = 2 IMPORTANCE FACTOR = 1_00 Kzt = 1.00 .,OOF SLOPE = 5.00 : 12 (22.62 DEG) TRIBUTARY AREA = 12.0 FT2 MEAN ROOF HEIGHT = 20.0 FT Kh = 0.902 qh = 62.9 PSF DISTANCE, Z = 7.0 FT Kz = 0.849 qz = 59.2 PSF WIND LOADS WALL AREA 4 5 GCp (+) 0.986 _ 0.986 GCp (-i -1.086 -1.312 PRESSURE (psf) 73.3 73.3 SUCTION (Psf) -79.6 -97.6 4 �a4 5 S i `P = gh((GCp) - (GCpi)) i 'GCpi = ± 0.18 1 a 4 1BUILDING WIDTH = 100.0 FT b CORNER DISTANCE, a = 8.0 FT WARLICK ENGINEERING, INC. Consulting &gincm 3612 W. Arx1e St. .Tampa. Florida 33609 (813) 973-0024 Job: World Wide Door Car=p-nr-R thrcahnTri D2648a By: Z Data ALZ6O2 Sbt.No. S o(S Job No. dz Rcviaiog L-A CONNECTION OF MULLION INTO CONCRETE 2 - 5/8" X 23 /4 " HILTI KWIK BOLTS PULLOUT = 2 X 1870 X 2.33 = 4,9751 SHEAR = 2 X 2800 X 1.33 a 7,448# 3 - 5/8" X 23 /4 " HILTI KWIK BOLTS PULLOUT = 3 X 1870 X 1.33 = 6,845t SHEAR = 3 X 2800 X 1.33 = 10,248t 2 - 1/4" 7APCON FASTENERS (MINIMUM 2 INCH EMBEDMENT) PULLOUT = 2 X .90 X 1.33 240p SHEAR = 2 X .385 X 1.33 = .1024# 3 - 1/4" TAPCON FASTENERS (MINIMUM 2 INCH EMBEDMENT) PU LLOLIT = 3 X 90 . X 1 . 3 3 = 3609 SHEAR = 3 X 385 . X 1.33 = 1.5360 2 - *12 x 1" RAWLPLUG .PULLOUT = 2 X 2000 X .25 X 1.33 = 1,3300 SHEAR = 2 X 2100 X .25 X 1.33 = 1,396#, -3 - #12 X 1" RAWLPLUG PULLOUT = 3 X 2000 X .25 X'1.33 = 1,995# e SHEAR = 3 X.2100 X .25 X 2.33 = 2,0951 I WARLICK / HALL ENGINEERING, INC. CONSULTING ENGINEERS 3612 WEST AZEELE STREET • TAMPA, FLORIDA 33609 • (8131013-0024 • FAX (813)874-9378 August 21, 2002 Deb Matthew World Wide Door Components, Inc 5017 N. Coolidge Ave Tampa, FL 33614 Reference: Door Threshold # 2920 Certification 'I a$a�4 1 uc-rc riE.D . Die No. GAS-42761 Job No. 202-152 Dear Ms. Matthew: As "Specialty Engineer" for the door threshold listed above, this is to certify that the threshold design conforms with the requirements of 2002 Florida Building Code Section 1606. The design calculations have been prepared in accordance with "Specification for Aluminum Structures" published by The Aluminum Association. Wind pressures are based on ASCE7 - 98, for a 165 mph wind velocity, and an importance factor of 1.0. Design pressures are -98.0 for end zones. Attached is copy of the calculations. If you should have any additional questions regarding this residence, please do not hesitate to contact our office. Sincerely, WAkL1CIUHALL ENGINEERING, INC. R. Douglas Hall, P.E. License 53759 Attachment: Structural Calculations A WARLICK f HALL ENGINEERING, INC. CONSULTING ENGINEERS 3612 West Azeele Street Tampa, Florida 33609 (813) 873.0024 -- OO's s PO t_0 Q eel Z.0 Worry=Z~ WtwD Pr�.tSsv2E ..aj$'PSF �_ $ Soz I o w uo o r3t,ocic 1 +� c C.LyG c 8tr N 1 NTrt �``5� r+v v Job: c.,.i o2L 10 L019 6: 0000, By. Rolf ID1ete:lajtj�-_shLNo.—j—ot 4 Job NoL&2_Revision 7Q c..w oo r, S Y n F. s 17 SO PSI 45 � � tiz� ► 13311 P )� < ';=A S Z O ---77-1 CaD N C t e -rC �w�F- `�- 14 x Z, 6Min0 M1N, TA Pcc,Ns PC k 3' R 0 1 2 3(; [—I -*-,--.-.-* 74t E 007 350 [2 L 105 I p Ofi, 1 4 %WO P L IAd I 1:W CONS — 4. I 1P U. 0 If. TIP Is 0. go 1 rr pt PO. 078 A'J RD 39 -n 0 000 Nc RO 205 - TJ Fr-fc..! ofin Ra. 078 pt lyp L% t\ TR 215 •> 921 C16 I%L]:)AI !',j1i7 4 6Z5 CfF m4 Ina •AL F X tRei-ccirlic. -w4A I-ICrjf%S r CU INISW1 IF IEJD 6%v [L#S ; 0 1 tr UVARE4 rrtw&,Ib cl C-w P L4 SIAMZ. , raft 4 - 9A ZU - T15". Iz; i!�_ ,;7r,, �Ul TriE . ---- w - v - WARLICK ENGINEERING, INC. 3612 W. AZEELE ST. TAMPA, FL 33609 (813)873-0024 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida 3/ 4- w CUSTOMER : World Wide Door Components JOB NUMBER 202-152 DATE : 7/29/02 DESCRIPTION : Threshold *** DESIGN WIND LOADS - ASCE 7-98 *** *** COMPONENTS AND CLADDING *** WIND VELOCITY = 165 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 5.00 : 12 TRIBUTARY AREA = 12.0 FT2 MEAN ROOF HEIGHT = 20.0 FT DISTANCE, Z = 7.0 FT (22.62 DEG) Kh = 0.902 Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp (+) 0.986 6. 886 GCp {-) PRESSURE (psf) -1.086 73.3 -1.372 73.3 SUCTION (psf) -79.6 -97.6 a 4 5 a 4 b a qh = 62.9 PSF qz - 59.2 PSF P = gh[(GCp) - (GCpi)) GCpi = t 0.18 BUILDING WIDTH = 100.0 FT CORNER DISTANCE, a = 8.0 FT WARLICK ENGINEERING, INC. Consulting En&=s 3612 W. Araela St. .Tampa, Florida 33609 (813) 973-0024 Job: World a Door Comnrmr+nt•s 7%ceshoJd Des-IBO Bp: RT1H Data &�ShLN,. o � Job No. L2gg= c3Ravis cq 06 • CONNECTION OF BULLION INTO CONCRETE 2 - 5/8" X 23/4" NILTI KWIK BOLTS PULLOUT = 2 X 1870 X 1.33 = 4,9751 SHEAR = 2 X 2800 X 1.33 = 7,448# 3 - 5/8" X 23 /4 " HILTI KWIK BOLTS PULL-OUT = 3 X 1870 X 1.33 = 6,845# SHEAR = 3 X 2800 X 1.33 = 10*2489 2 - 1/4" 7'APCON FASTENERS (MINIMUM 2 INCH EMBEDMENT) PULLOUT = 2 X .90 X 1.33 = •-240# SHEAR = 2 X .385 X 2.33 = 1024# 3 - 1/4" TAPCON FASTENERS (MINIMUM 2 INCH EMBEDMENT) PULLOUT = 3 X 90-, X 1.33 = 360# SHEAR = 3 X 385 . X 1 .33 = 1536# 2 - #12 x 1" RAWLPLUG PULLOUT = 2 X 2000 X .25 X 1.33 = 1,3301 SHEAR = 2 X 2100 X .25 X 1.33 = 1,396# 3 - #12 X I" RAWLPLUG PULLOUT = 3 X 2000 X .25 X'1.33 = 1,995# SHEAR = 3 X 2100 X .25 X 1.33 = 2,095# .. 6 MIaMF0ADE hitAhtt-DADE CO. METRO-DADE FLAGLEt,. DUILDINC CODE COMPLIANCE OF ML:'MO-DADC Ft.AGI.t.R DUH, 140 w it F LAGLEIt YntEX T. SUrn.- MIAMI. FLORIDA 3313t1 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 VWX(305)375 Premdo r Entry Systems c:otrrtt.�c:t ott t.tet:Nst,vc,�:c 911 E. Jeferson, P.O. Box 76 p031373-2377 FAN(30J)». Pittsburgh ,KS 66762 coN,ru,%(:rottF:NFOurtNIKNrDIV) (303) 37s-21)" VAN (1as) 37: rttouuc: r CON•rttot. mvi Your application for Notice of Acceptance (NOA) of (305)375-2902 FIVX00s>37: Etttergy 6-8 S-W/E ittstivittg Glazed Double %v/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alterfinte Materials and Type Construction, and completely described herein, has been recommended for acceptance by the Miami-D-, County Building Code Compliance Office (BCCO) under *the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure product or material at any time from a jobsite or manufacturer's plant for quality control testing. if product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use of such product or material inttttediately. BCCO reserves the right to revoke this approval, if determined by BCCO that this product or material fails to meet the requirements of tite South Flo Building Code. The expense of such testing will b.- incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.35 EXPIRES: 0g4jo2/2006 Rout tcoangucz Chief Product Control Division THIS IS THE C0VER4qI4EET SEE ADDITIONAL PAGES f Olt SPr:rim- AND GENERAL CONDITIONS BUILDING CODER PRODUCT REVIEW CON1�1NI(TTEE This .application for Product Approval has been reviewed by the BCCO and approved by. the Buildi Code and Product Review Committee to be used in INliami-Dade County, Florida under the conditions forth above. ,k)'!'ROVE D: 06/05/2001 Francisco J. Quintana, R"A ' Director Miami -Dade County Building Code' Compliance 01•1ic Premdor Entry Systems ACCEPTANCE No.: 01-0314.2 APPROVED JUN 0 5 200 EXPIRES April 02. 200t NOTICE O1: ACCEPTANCE: SPEC1 71C CONDITIONS L SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 20( approves a residential insulatcd door, as described in Section 2 of this Notice of Accep designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami. County, for.the locations where the pressure requirements, as determined by SFBC Chapter not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-1V/E i►isiving Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall_ be constructed in strict compliance with the folic documents: Drawing No 31-1028-EW71, Sheets 1 through 6 of 6, titled "Premdor (Entergy B Double Door with Sidclitcs in Wood Frames with Bumper Threshold (fnswin g)," prepare manufacturer, dated 7/29/97 with revision C dated 01/I1/00, bearing the Miami -Dade C. Product Control approval stamp with the Notice of Acceptance number and approval date b Miami -Dade County Product Control Division. These documents shall hereinafter be referred the approved drawings. 3. LIMITATIONS 3.! This approval applies to single unit applications of pair of doors and single door only, as shown approved drawings. Si;.,,Ic door units shall include all components described in the active leaf this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang .such that (lie ang!e between the edge of canopy or overhang to sill is*less than 45 degrees. Unless unit is installed.i nort-habitable areas wlicrc the unit and the area are designed to accept water infiltration. 4.- INSTALLATION 4.1 The residential insulatcd steel door and its components sliall be installed in strict compliance wi the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurri Piotcction system. S. LABELING 5.1 Each unit shall bear n permanent label with (lie manufacturer's name or logo, city, slate and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIRMNIENTS 6.1 Application for buildirig pennit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies ol'the approval drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Official or the South Florida Building Co. (SFBC) in order to properly evaluate the install foil of this system. Nlanu l Per(, P.E. Product Co ro Exa— Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi. and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of . product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fce) and granted by this office. �. Any oT the following sl;all also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acccptancc as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami-Dadc County, Florida, and followed by the expiration date may be displaycd in advertising literature. If any portion of the Notice of Acceptance is displaycd, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shalt be available for inspecfior► at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acccptancc. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. E`tD OFTHIS ACCEP 'ANCE Manu Perez, P.E.; Product Con tr :scam Glazed Units COP-WL-MA0100.02 F18 ERGLASS DOORS 6'8" Height — Inswing Singlesr-lasoriiie 2'0" 2'6' X 2'8" 2'10" 3'0` 37 internationalr COP-WL-MA0141-02 1: r r• • , 02-0419.08 52.0 (Application flied) NO Not Listed Not Listed — _ X0, OX. OXO i : j 1 1 2'8` + 1'0- , 1 COP-WL-MA0143-02 rl' r 02-0419.08 (Application Flied) Maims 52.0 ,. NO 2'8- + 1'2" 2'10' + 1'0' 2'10" + 1'2' 3'0" + 1 V 3'0' + 1 2' 1'0' + 2'8' + 1'0' COP-WL-MA0144-02 02 0419.08 (Application Filed) 52.0 NO I I IV. 2'10` + 1'0' 1'2' + 2'8` + 1'2" IT + 2'8" + 1'0' IV - 3'0" + 1'0` 1'2 + 2'10" + 17" IT" + 3'0' + 1'2" 2'6' + 2'6' + 2'6` 2'8` + 2'8' + 2'8' 2' 10" + 2' 10' + 2' 10' 3'0' + 3'0+ 3'0` • XX, OXXO' • 2'8' + 2'8" COP-WL-MA0142-02 02-0419.08 (Application filed) 52.0 t NO t 2'8" + 2'8" 2'10" ` 2'10 3'C" + TO' 2'6` + 2'8- + 2'6" + 2'6- COP-WL-MA0145-02 02-0419.08 (Application filed) 52.0 NO 2.8` : 2'8' + 2'8- + 2'8' 2'10' + 210" + 2'10" + 2*10' 3'0" + 3'0- + 3'0- + 3'0' Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International webslte (w^.masonife.com) or from the technical center. 4. Actual design pressure requirement for a specific building design d geographic location is determined by ASCE 7 (Minimum design loads for buildings arW o1N. structeres). National, state or local bui'ding codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing Is done In accordance with Miami -Dade BCCO protocol PA201. ?.;_C? 3 PAE.. n Oak aft ARC EK" YII,Yh C1.A tt ., n•lnv 1.(•eln. Ia..eti.ylMj•u 4-, 0.r, P EA4—rC.�i n+(o" wrw mofD.X r1Y1pO.rn+cm"n1Wdk]I.rq,detipnX14poul Masonite International Corporation W" :Mrtn Nu W [de ..+w -W Ce. COP-WL-MA0100-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Outstiving 2 6 02-0418.03 X 2'8" COP-WL-8MA0161-02 (Application Filed) 55.0 NO 2'10' 3'0'. 3'6" Not Usled Not listed I ' 2'8" + 1'0' COP-WL-MA0163-92 02-0418.03 (Application Filed) 55.0 NO c8 .IT ' 2'1r + 1.0" ' '� * 1'2" 3•C- _ 1.0,. 3-0- . IT XO. OK OXO i= i 1 1'0' + 2'8' 4 1'0' COP-WL-MA0164-02 02-0418.03 (Application Fled) 55.0 NO I I 1'0' + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + I r IT + 3'0' + IV 1'2- + 2'10" + I'2- 17 + 3'0' + 1'2' 2'6" • 2'6" _ 2'6" 2'8" + 2'8" + 2'e- 2' I C- + 2' 10' + 2' 10' i 3'0' + 3'0' + 3'0" XX. CxX0 2'8' + 2'8- COP-WL-MA0162-C2 02-0418.03 (Application Filed) 55.0 NO 2'8 4 2'8' 2'10" + 2'10- 3'0" + 3'0- 2'6' + 2'8' + 2'6' + 2'6" COP-WL-MA0165-02 02 0418.03 (Application Filed) 55.0 r NO I 2'8' + 2'8" + 2'8- + 2'8" 2'10" + 2'10' + 2'10" + 2.10. 3'0" ; 3'0" 4 3'0" + 3'0" 1. Cccr arrangements using fewer panels than wiu! is shOr.:I in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masoni;s ln!ernVional websile (www.masonPe.com) or from the technical center. 3. Installation instructions are available from the Masonile International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 6 geographic loc2Gon is determined by ASCf 7 (Minimum design loads for buildings and other structures). National, state or local building codes sp" the edition required. 5. Masonite International structural, cyclic, air, water, forced enlry/or impact testing Is done In accordance with Miaml-Dade BCCO protocol PA201, PA202 & PA203. Oa =aft ARTE �.u..: �. a.c ..�•r u00as •..ro....g.p,.4q O.:,n C.' YCV I.yr i9, 7047 � Oun,r •.•., Vl / [��'�^'• •opra M rotor inpoKnK,f naef swoGcro.s, asi�. a.0 anf.ct do..:ei:a M a f o n i t e international Corpora t i 3 f. n aa4e .+nor+ nx.. Glazed Units COP-WL-MAO100-02 FIBERGLASS DOORS 8'0" Height — Inswing X i 1 , 2'0' COP-WL-MA0146-02 02-0423.01 (Application Fled) 40.0 NO 2'6" 2'8' 2'10" 3'0' 3'6' 2'8" + 1'0' Not Listed COP-WL-MA0148-02 Not Listed 02.0423.01 (Application Filed) 40.0 NO 2'8" + 1'2- 2'10" + 1'D" 2'10" + 1'2- 3 0- + 1'0" 3'G' + '2- 2'8" + 1,13' COP-WL-MA0149-02 02-0423.01 (Applcation filed) 40.0 NO I t II ! 1'0' + 2'8- +- 17 + 3'0" + 17 1'2' +2'10' + 1'2' 1'2" + 3'0" + IT. 2'6' + 2'6' + 2'6" 2'8" + 2'8' + 2'8- 2'10" + 2'10' + 2'10' 3V+3'0"+3'0" XX, OXXO 2'8- . 3- COP-WL-MA0147-02 02.0423.01 (Application Fled) 40.0 NO I 2 b" + 2 E" 2'10- + 210' _ 3'0" + 3'0' 2'6" + 2'8' + 2'6' + 2'6' COP-WL-MA0150-02 02-0423.01 (application Filed) 40.0 NO 2'8- + 2'8" + 2'8' + 2'8" 2'10- + 2�O"+ 2'10' + 2.10' 3'0" + TO'0" + 3-0' NOIeS: 1. Door arrangements us;,;g fewer panels thar what is shown in the.above chart also comply under the product approvals shown. 2. Assembly details are available from. the h4asorite Irarnalional website (www.masonite.com) or from the technical center. 3. tr:sta:'3:ion ins!reclio:is art 3v3ila5le front the Wasonite Internaticnal website (www.masonite.com) or from the technical center. 4. Ac:ua: design pressure regui: ament for a spaci` c: building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or I^caf builaing codes specify the edition required. 5. Masonite International structural, cyclic, air. waver, forced entry/or Impact testing is done In accordance with Miami -Dade 8CC0 protocol PA201, PA202 & PA203. Oak off AR"VEK" •�w.,-q�..as rnrwr ncn+na .+..+._-.....�„"�ryc O.-.. REA4 O';;i;11w,;_ P_ 0 2l�G�i ao.oc.r+:cvo+uxnr,.r.ca:.k=c.crsq Mafonite International Corporation Glazed Units COP-WL-MAOIOO.02 FIBERGLASS DOORS 8'0" Height — Outswing X X0. OX. OXO U 2'0" , . COP-WL-MA0166-02 1., r 02-0423.03 (Application Fled) r• 47.0 ,. NO 2'6 2'8 2'10" 3'0" 3.6" Multiples 1 2'8- + 1'0- Not Listed InUT,0174M, MUMS COP-WL-MA0168-02 Not Listed MINI M-11 1ff, 02-0423.03 (Application Filed) —Arrangemeni 47.0 _ NO 2'8' + 1'2" 2'10' + 1'0' 2'10 + IT" 3'0" + 1'0- 3'0" + 1'2" 1'0" + 2'8" + 1'T COP-WL-MA0169-02 02-0423.03 (Application Fled) 47.0 NO 1'0" + 210" + 1'0" 1'2" + 2'8" + 1'2' t'0" + 2'8" + 1'D" 1'0" + 3'0" + 1'0" 1'2" + 2'10' + 1'2" 1'2" + 3'0' + 1'2' 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8' 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" . XX. OXXO • 2'8- + 2'8" COP-WL-MA0167-02 02-0423.03 (Application Fled) 47.0 NO 2'8" + 2'8" 2'10" + 2'10' 3'0" + 3'0- 2'6" + 2'8" + TV + 2'6- COP-WL-MA0170-02 02-0423.03 (Application filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10- TO" + 3'0' + 3'0' + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design d geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 d PA203. 0 Oak�,raff AR EK- r.r..rr.�.�sc..w�rr•uoorti �-o.-..�ra«p.l,,./o.... pp��� •"•••••, ••- A& 2%70Q7 •• o.....• o.«. 0 DP-W—a10..dw tnFaPntm tWt1 sptcdlcrl•.�. Ot."W W~ Masonite International Corporation Mjd S-WC, W chYw -thmA WC'. Opaque Units COP-WL-MA0100.02 FIBERGLASS DOORS 6'8" Height — InswinQ SingleS1 1 1 l l I 2.0' 2'6- 2'8' COP-WL-MA0101-02 01-1031.01 2'10" 3'0' X OP Rating Impact 76.0 NO 3'6- Not Listed Not Listed —liftmiff _ 1 X0. OX• NO 1 1 2'8""+ 1'0- 1 1 COP-WL-MA0103-02 l.l• 02-0109.10 (Application Filed) r • 1 55.0 1 1 NO 2'8' + 17 2'10' + 1'D" 2'10 + 1'2" 3'0- + 1'0- 3'0' + 1'Y 1'D' + 2'8' + 1'0' COP-WL-MA0104-02 02-0109.10 (Application Filed) 55.0 NO 1'0' + 2'10' + I V 17" + 2'8' + 1.2" IV+2'8'+IV 1'0' + 3'0" + 1'0" 1'2" + 2'10" + 17 1'2' + 3'0- + 1'2' 2'6" + 2'6' + 2'6' 2'8- + 2'8- + 2'8- 2'10' + 2'10" + 210" 37 + 3'0" + 3'0' XX. OXXO 2'8' + 2'8' . COP-WL-MA0102-02 =02-0109.102'10" (A NO 2'8' + 2'8' + 2'10" 3'0' + 3'0' 2'6' + 2'8" + 2'6' + 2'6- COP-WL-MA0105-02 02.0109.10 (Application Filed) 55.0 NO 2'8' + 2'8' + 2'8' + 2'8' 2'10" + 2'10' + 2'10' + 2'10' 37 + 3'0- + 3'0- + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonile.com) or from the technical center. 4. Acluai design pressure requirement for a specific building design d geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National• state or local building codes specify the edition required. 5. Masonite International structural• cyclic, air• water- forced entry/or impact testing is done in accordance wilh Miami -Dade BCCO protocol PA201- PA202 & PA203. 0 OakGraft -" AR 4 EW f IYf,Yf I, A,I[.; I.7YY Voo.s M-Tr -1, l..Ir....l, ..._ r AfM✓��v�.G..I�.,✓o � • AV. 29. MW — o.. , O• 01..--"0-owan.aW-WO-+rowYor Malin Wlksnes, O.tgn an0 rW, Masonite International Corporation mud S.0m 10 C-alve ...A 14K. FIBERGLASS DOORS Opaque Units 6'8" Height — Outswing COP-WL-MA0121-02 01-1031.02 76.0 NO X 2'0' 2'6' 2'8' 2'10' 3'0' 3.6- Not Listed Not Listed — — 2'8' + 1'0' COP-WL-MA0123-02 Mami-Dade BCCO 02-0109.09 (Application Filed) OP Rating 55.0 Impact NO 2'8' + 1'2' 710' + 1'0' 2'10' + 1'2' 3'0' + 1'0' 3'0' + 1'2' X0.OX• OXO 1'0' + 2'8' + 1'0' COP-WL-MA0124-02 02-0109.09 (Application filed) 55.0 NO 1'D' + 2'10" + 17 1'2' + 2'8' + 1'2' 1'0' + 2'8 + 1'0 1'0' + 3'0' + IV 1'2' + 2'10' + 17 17 + 3'0' + 17 2'6' + 2'6' + 2'6' 2'8- + 2'8' + 2'8' 2'10 + 2'10 + 2'10' 3'0' + 3'0' + 37 XX• DUO 2'8' + 2'8' COP-WL-MA0122-02 02-0109.09 (Application Fled) 55.0 NO 2'8' + 2'8' TIT + 2'10' 3'0' + 3'0' 2'6' + 2'8' + 2'6' + 2'6' COP-WL-MA0125-02 02-0109.09 (Application Fled) 55.0 NO 2'8' + 2'8' + 2Y + 2'8' 2'10' + 2'10' + 2'10' + 2'10 3'0' + 3'0' + 3'0" + 3'0' Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 3 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National• state or local building codes specify the edition required. 5. Masonite International structural. cyclic• air. water. forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201. PA202 E PA203. Oakcraff AR k EK` .. .KG..A%A VNTMT DOO.tt -4w.....rw e..r, D­ P�d r /VJT/✓V�C���n � P .+ 0...1.E Ow.. Masonite International Corporation Opaque Units FIBERGLASS DOORS 8'0" Height — Inswing r COP-WL-MA0106-02 rliami-oadt BCCO 02-0109.08 (Application Filed) EIP Rating 70.0 NO X Singles r 2'0' 2'6" 2'8" 2'10" 3'0" Not Listed Not Listed — — X0. OX. OXO 2'8" + 1'0" COP-WL-MA0108-02 filiaml-Dade OCCO 02-0109.08 (Application Fled) OP Rating,. 55.0 NO 2'8" + 1'2' 210" + 1'0' 2'10' + 17" 3'0' + 1'0' 3'0" + 1'2" 1'0" + 2Y + 1'0" COP-WL-MA0109-02 02-0109.08 (Application Fled) 55.0 NO 1'0"+2'10"+IV 17 + 2'8- + 1.2" 1'll+ 2'8 + 1'0 17 + 3'0" + 17 1'2" + 2'10- + 17 1'2' + 3'0" + 17 2'6" + 2'6" + 2V 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0' + 3'0" XX. OXXO ' 2'8" + 2'8' COP-WL-MA0107-02 02-0109.08 (Application Fled) 55.0 NO 2'8" + 2'8" 2'l0" +2'10" 3'0' + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10' + 2'10" + 2'10" 3'0- + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonife.com) or Irom the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural. cyclic. air. water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 d PA203. 0 Oakcraff AR EK'� ..a...... r. .a .,.,.. R.M •n110.♦ .r..i......-P.. W. Ow 0..•. i/IU�ti�/..///:.. ❑ w „.7 Masonile lnternaliOnal Cor Oration Or cr..wrq rwr.., roan .ro.a.e.,.e,. tyres soeoKaan orsq, SWr.an P E Opaque Units I COP-WL-MAOIOO.02 FIBERGLASS DOORS 8'0" Height — Outswing X 27 COP-WL-MA0126-02 02-0109.07 (Application Filed) 70.0 NO 2'6" 2'8" 2'10" 3'0" 3'6' Not Listed Not ListedArrangement X0. OX, OXO • 's (vjidth) 2'8" + 1'0" masonite international COP-WL-MA0128-02 miami-Dade BCCO 02-0109.07 (Application Fled) OP Rating 55.0 Impact NO 2'8' + 1'2- 2' 10" + IV 2.10" + 17 3'0' + IV 3'0" + 1'2" 17 + 2'8' + 1'0" COP-WL-MA0129-02 02-0109.07 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1.2" 1'0" + 2'8" + 1'0" 1'0" + 3'0' + 1'0' 17 + 2'10" + 1'2" 1.2- + 3'0" + 17 2'6" + 2'6" + 2'6' 2'8" + 2'8" + 2'8" 2'10- + 2'10" + 2'10' ' 3'0" + 3'0" + 3'0" XX, OXXO • - 28'+28" COP-WL-MA0127-02 02-0109.07 (Application Fled) 55.0 NO 2'8- + 2'8- 210" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL MA0130-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8' + 2V + 2'8" 2'10" + 2'10- + 2'10" + 210" 3'0" + 3'0" + 3'0" + 3'0" A Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite Intemational website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. a Oakraff AR I EK'� . IM e,YGI,A{t I,MI..Y nOOrc w-.r�w r�l�-un o.r. - _ y.e?f, ?= •• a...." o.... of sw�..q nop.s.+a aalua :nao.uoe+ owes s�eeagyo..s. as9^ u.p ayq.p M a t o n i t e I n t e r n a t i o n a l C o r p o r a t i o n Ono -Affj 10 eh-W -Uqa MIKI. X Unit I' UNIT 8'0- UNIT -15/16' 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 • Width of door unit plus 1/2" Height of door unit plus 1/4" MID-WL-MA0001=02 ' _ SINGLE DOOR Latching Hardware: • Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8' GRADE 1 (ANSI/BHMA A156.16) surface bolls be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. fasteners analyzed for this unit include /8 and I10 wood screws or 3/16' Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4- embedment. 3. Wood bucks by others. must be anchored property to transfer loads to the structure. 0 Itpra 79 2002 ., d_..... -.... Oa cerK+rnq drdprm of Modua-0,9 .m Man wtc.K.o . Matonite International Corporation dt1Qd X4 MOW OMA frgrrtl to (Nrye wttloyl mKt XO or OX Unit r SINGLE DOOR WITH 1 SIDELITE 7BY'P . "11' UNIT E'0' UNIT 13-15/16' 17-118' MAXIMUM ON CENTER TYP. . 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2.1/2' long screws per location. Rough Opening 1 • Width of door unit plus 1/2" . Height of door unit plus 1/4" r - r r r r r r Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16'Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSUAF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored property to transfer loads to the structure. U A0'd29 23,37 MJSOnilt InitrnatiOnal COrpOr dt.On Or aa+.+. -: , 34-- 0 aeaa. —,% ttecnawo.n 0x0MID-WL-MA0004-02. Unit . r SINGLE DOOR WITH 2 SIDELITES I_TYP. r; IjTYP cL TYP TYP. 6' TYP. 6'r UNIT BV UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. r • 6 per vertical framing member • 11 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. ' r r I t r • 1 Width of door unit plus 1/2- • Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the dillereni fasteners being considered for use. Fasteners analyzed for this unit include 18 and /10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come Irom the ITW and ELCO Dade Country approvals respectively, each with minimum 1-114' embedment. 3. Wood bucks by others. must be anchored property to transfer loads to the structure. 0 PREM C?e.ji •w+ 29. 2002 Ovta+.v.a f.7-0 y w"!n�••.en.r.+..►ri WeC+taw•. Malonite International Corporation �tw.. +.e r.0aw swec, a :r..pr .aroM .artr. oxxo Unit DOUBLE DOOR WITH 2 SIDELITES I f I f t f f • 6 per vertical framing member • 16 per horizontal framing member Hinge and strike plates require two 2-112" long screws per location. 6' TYR r6'8• UNIT 8V UNIT 13.15/16' 17-1/8' MAXIMUM ON CENTER TYP. f f t Rough Opening 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating Irom the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and I IO wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSUAF d PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. 0 ... o...... •.... V M•+29Masonite International Corporation Ow er++ri+..v p f.op>.• M doa� ...o-o+n.e.+ min roe[Kaan. ono 04 Wed."&& UAW,.* C13-W ••M.I o0ke xx Glazed Inswing Unit APPROVED ARRANGEMENT: :,. o FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0' x 6'8". r Double Door Maximum unit site . 6'0- s 6.0- Design Pressure +52.0/-52.0 Limited water unless specW 0vestrold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements tot a specific ordlding design and gMta pllie location is determined by ASCE 7-nationat, state or local building codes spe&j IM edition requited. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 0o �H oo as as H as 100 series 177. 135 Series 176 series 822 Series 1/2 GLASS: n ❑ 0� �� 0o as as as ao an toy Series 106. 160 Series' 129 Series' 12 PA. 27 Rk. 24 PA 107 Series- Ica Series 3Oe Series Series' Iris glass sd may also be wo n the following door style: Eyebrow 5-panel mot scroll O akcraff .J. 7< .J AR k EK'- 1• rr w...• r+1•LOCLA1l" IN%'000— —T..-6—g—t—, dam. �`., /JIM,M^ ❑ • Able 29. 2002 Masonite International Corporation Ow CwK oV papa+, of OrMW •'.}Or t— makes slN%AKAI M. 01sV and p.udutr arur s z,- w maw � .wcr XX Glazed Inswing Unit COP•WL•MA0142.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 170 00 i z 404 Series eto series 109 Series 114. 120. 122 152 series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number. Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane loam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. SrarE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida. Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Oak raft AR k EK'- 1 Itlt�1:LA\♦ L'"ra\' U11��.r♦ 'ter.-.+.c ra..ry_1+r �. Apr] 29.2002 0, "_ _ W"_ a preaua awo.emev malrs SpRA[a1My, Ortge and www OM34 w4RO b chap! "AMA WKe Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0143.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maidnium card size . 6'0- ■ 6*r Design Pressure +52.0/-52.0 Limrled water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements tot a specific building design and geographic location is determined by ASCE 7-rational. state or local builditg cones specity Ine edition regrdied. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: - no an °® no 00 00 DOD 0n 100 Series 133. 135 series 136 series 822 series 1/2 GLASS: ❑ ❑ DD OD ❑ ° D 00 00 00 00 00 00 105 series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 series Series' •1Ks grass :a :nay also be usea :11ne lono ierg door sine: Eyeolow 5-oaner vim scion Oakcraff AR k EK" FIUI:wi:L.\.\.i IN rw \''r).111w♦ ....r...... r.�r..-l...t o.... PREM' �':'i.yi ..:." ❑ Mar Apie 29. 200? Owt.o�w�-rW-01 pod.rinroe.a.r•+.wrs wnacsals. W,-r arr..c1 - - o........... Masonitc %�4�1W/I 6 International Corporation OrW Wi. C t.'\/1at -.n01w M1<r XOorOX 1I 1 Glazed Inswing Unit . , FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: na HOE] 404 Series a 10 Series 109 Series 114. 120. 122 152 series 149 Series 300 Series Series APPROVED SIDELITE STYLES: sr--� 129 Series 200 Series 121L 12L 23R. 23L. e50 Series 152 Series 1e9 Series 109 Series 120. 122 Series 300 Series 2411. 24L Series CERTIFIED TEST REPORTS: CTLA-805 W-2 Certifying Engineer and License Number: Ramesh Patel, RE120224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed. of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of stab filled with rigid polyurethane loam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1' ` f / aa�5 - State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 O, akcraff AR k EK'- . iMt.rr..... �<L:.rMI r.r.�.rr.� .r+L...N1��._t._, d_• Apri 29 2002 0✓ CM+Vr9 pr OOrM Of 70" / PCVtr VA CrJhn SOfW2ygS, OtSgn rrr0 pOLIM Sn1• S._nr r0 (•l.Ot -Ow .0 4 t ........... ._ - +Ow .O. Masonite International Corporation OXO Glazed Inswing Unit APPROVED ARRANGEMENT: -t O :Mr COP•WL•MA0144.02 :1 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Single Door with 2 Sidelites Maximum unit site . 9'0" a 6'6- Design Pressure +52.0/-52.0 Limited water unless special lmeow design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and inWcl resistant requirements for a specific building design and geographic bcation is determined by ASCE 7-rutiernl, state or wcal buildup codes specify Ore edition required. MINIMUM ASSEMBLY. DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: - na nay na as as �a0 as 100 series 133. 175 Series 136 Series 822 Series 112 GLASS: 0 ❑ 0OD 0 ❑ as as as as as as 105 Series 106. 160 Series' 129 Series' 12 PA- 23 PA. 24 R& 107 Sores- 103 Series 304 Series Series* Ins puss hit Iruy oho be used n the Wowing door style. Eyebrow 5-a" widr scroll Oak raft •.r• Ir rJ AR � EW r.. r. IIYL'Mr%1A 11 lNIMl''UlN)Yt rs4....J r-..(w..(yrb.�, �.. r _ a AINd 29. 2002 .. o...... -.... th- con""W"' o.equm al Yrbuo mo.o.emerY m11es WKnCYMl onIr lnd pOEIAr M a s o n i t e International Corporation .ue rs.%m M c4 w--q -ace. 0 OXO Glazed Inswing Unit COP-WL-MA0144.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a an na e0e Series 410 Series 109 series 114. 120. 122 152 series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 writs 200 Series 12R, 12L. 23R. 23L e50 series I52 Series 1e9 Series 109 series 120. 122 series 300 series 2e11, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number. Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CC0 PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer I Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" Apra 19. 2002 W tawq aopsm a poew :nao.emmr mxh toececarons. oevpn yr0 poA[r C[Oi Sa7Rn b tlunOt -�MrO M4ct PREMD,'=i..ii..r; a • Masonite International Corporation OXXO Glazed Inswing Unit APPROVED ARRANGEMENT. COP•WL•MA0145.02 FIBERGLASS DOORS L:J R �y7 :/may 0... r tii� Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door with 2 Sidelites Maximum unit site. 12'0' ■ 6'8' Design Pressure +52.0/-52.0 fruited valet unless special trueshm design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geograOk location Is determined try ASCE 7-national. State Of local buildup codes specify pie edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: no onoil E= 00 00 0�� o0 00 100 Series 133.135 Series 136 series 822 Series 12 GLASS: 00 00 gal o0 0o 0o 105 series 106. 160 Series• 129 series• 12 RA.. 23 PA. 24 PA 107 Series • IN Series 304 Series Series- * INs glass kit may also be used in the rotbwrrlg door style: Eyebrow S-panel with scrod Oak raft AR 4 EK` ...J• I r r J 1.. r.I•.r • ..� clot Kl:l w\,a Gn'rKr�onorrs IL.L....JI—MI.rld..7 ❑ MEMO' J/ April 29. 2002 — o. . o. %, IIiIJ4r10 daps or gown ypec/i[~S. aes.prr AM ypgK1 M a s O n i l e International Corporation on"SWI.1 ro I",-u r , OxxO , . , , , , Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: �f ti 404 series 4 t0 series 109 series 114. 120. 122 152 series 149 series 300 series Series APPROVED SIDELITE STYLES: a I 129 series 200 Series 12R, 12L. 23R, 23L. 450 series ISZ Stria 149 Series I09 Series 120. 12? Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32' wood. Bottom end rails constructed of 31/32- wood composite. Interior cavity of slab filled with rigid polyurethane loam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability The above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). VA t PKIPAr � � ! �� State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Graff ""t—'-Q.A%S w II AR k EK� 1r L'M, I .... I., M.i.r......A.. 1... 0.w. Apra 29. 2002 OW tn+A,+a POW" a l 0100 Wo.'." n"k" soec+.raor,� Onipn a aro o.uoo OrJd su0rea ro [nape aoao ri k, ... ... Masonite International Corporation XX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL•MA0147.02 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 87. Double Door MaAnwrn arm size . 6.0- a 8'0' Design Pressure +40.0/-40.0 Limited .met t"ess special Oresno10 design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and MWact resistant requirernerds for a specific building design and geograpNc location is determbted by ASCE 7-rlational• state or local building codes speciy the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: cam 0o o0 an series 12 GLASS: a 00 • 404 series 103 series 0 O.akc,raff AR EW �rYl'Rfl Aa3 l'Mlwl''UW MS �ir..l r++h f�rD� April?9. 7007 •. o..,,.r •.... Ow c004,evC rad"m Or WOOOu �"va Cn WkCS spmtKSOm Oesgn,na aodun Masonite International Corporation a" Su4[u ro ChXW rtbw G KC XX �. ,l I Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 tt0 sales 952 series 30o Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid potyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK- 1 \YL r\:L �\.. LI.1 r\ Illl lr♦ 1�L.ywlk/rr l�+r0�•. Apt 29. 2002 0 l co �l q Fopu" CO FoOW 0WQ eaKM aukn specft'*". 0" 1~010 ChaVe rJlyO1 IWKe Oesp" -14 /OEKI 0 M atOnite international Co/potation XO or OX i • t t - • t Glazed Inswing Unit , 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 r Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0'. Single Door with 1 Sidelite Matdmum unit she . 610' to E'0' Design Pressure +40.0/-40.0 limited water unless speciar dueshold design is used, Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geograprlc location is determined by ASCE I -national. state Of local building codes specily the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 11100 - as as E22 series 1/2 GLASS: n as e0e series El 10E series 0 O,akcraff AR k EW n�nrrr.r —a cv.rrt'Ottn r. .ac.....•.a..r.. t-r. 0—. Apra 29 2002 - o.. . o. VC/w 0. co""o WOWOf O./.1.n p•po.rmr.r.Wrl tercKaa.t, On-V am nrOMKI Masonite international Corporation O 1.0^1 b 03.0, .4nWI NKr XO or OX 1 I • : I Glazed Inswing Unit , 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 6I0 series 300 Series APPROVED SIDELITE STYLES: wr a - 450 series 652 Series 610 Series 100 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8- laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak�raff AR 4 EK- _ PREtif'%.��... • Apra 29. 2007 — o.. • O. i OWcw* v0109— Of O.00Lr mpovtmanl maan&M4A xom, 0119n and O.00"[, Masonile International Corporation Otvl U O,nl ,e [nupr .o , ,n,<r. Ox0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O • ,I�. ='fir,. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Single Door with 2 Sidelites Design Pressure +40.0/-40.0 Limiled water unless special UuesWId design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is deterrnined by ASCF 7-"tarot state ot local building codes specify ft edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeA followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: ao ao 822 series 1/2 GLASS: El log series 0 Oak raft AR 4 EW I IbL M1Ll A\1 l;Y rwl UrN IN.\ r�r••r-e 1W.'"I�p•-.. PRE440i,J/fin ❑ • Aplt 29. 2002 - o.. . o. OI- caeewrp Mapam or aloo-n clro-emrN m+In tdae4lom alga ua p.00utl Masonite International Cor oration P drud U0^1 to cnrlgr Wage Ox0 Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: �I ea series APPROVED SIDELITE STYLES: COP•WL•MA0149.02 8'0" FIBERGLASS DOORS 3W Series e50 series $52 series 11to series 3W series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, PEJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8- laminated lumber. Top end rails constructed of 31/32' wood. Bottom end rails constructed of 31/32- wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed With insulated glass mounted in a rigid plastic lip life surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft .J. re. •J AR EK- V 115CKGLASS t:NTMT , oMS ApnI 29. 2M Or ­ftuiro mow" a D'ad cl mpo.Nnen1 M atn'mikcaolls. atw am oroo cl d" Staten a ewpe .M1oA lane Masonite international Corporation OXXOCOP-WL-MA0150-02 Glazed Inswing Unit t .8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Y+H• i11� {�: a• ' y�r Irv`• y`� ?�, s'�::� ° ;e 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Maximm uM size. 12 V a E'0- Design Pressure +40.0/-40.0 Limited water unless sMW threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact tesistard requiremergs lot a specific buiding design and geographic location Is determined by ASCE 7-natiorw. state of local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: oa an 822 series H EJ oa 40e series 10E series 0 O�raff AR 4 EW ._ T.. •.1 1. .Ir I I•IYL NI:L.\Sl l•I+INI' UeI1/NC M�Twrnt ltwrf"(�Idrr. ���Gn�I�nw ❑ • +— O..Orr 0...• , �' O.(•r+•rq V•pam 01 Masonite international Corporation p•OKt �o.emen 110\e1 foeCt[Jlo•S OtSQO eM ToOUP d" Ufto to cope .+our n t. ' J OXXO I t t t Glazed Inswing Unit , 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: Slo Series 300 Sedes APPROVED SIDELITE STYLES: 4 !x 1 450 Series E52 Series Elo Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32' wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 0akwaff AR 4 EK Il L''"G&A%% t:N'fYs',t).)11•t t.rr­ )t...wu t.-,Own Apra 79. ?= Ov to—ffl q DWpro at ODDuo r+Wwtou+ OusO yeca[aton Ots..pn -4 MDEutt Masonite International Corporat,on XX Glazed Outswing Unit COP•WL•MA0162.02 FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 is 6'8". Double Door klalurtwrn unit site • 6ro- a 6'6' Design Pressure +55.0/-55.0 United water unless special threshold design Is used. Large Missile Impact. Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements to a specific building design and geogfap* location is determined by ASCE 7-rational, state of local building cobs specify 01e edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: - nn ao na nn an 0�0 nn 100 Series 133.135 Series 136 series E22 Series 1/2 GLASS: DU nn an nn nn 00 105 Series 106. 160 Series' 129 series' 12 RA- 23 R/t. 24 R0. 107 Series' 10E series 304 series Series - This glass kit may also be used in the ronow'ug door style. Eyebrow 5-panel with scion. 0ak�.-raff AR k EK- I IOI:MI:I A\\l'�IMI,U.II).t� �►4. _.�II�..F"[n.r o..r. � (�)C,' � • April29 2002 Ow [o.+wn0 r�r..l or rraa.[I .ngaol.t.+mnrs fOR.I.[[1�.f, orsgn a,0 YWOO Ma sonite International Corporation P Oew 1. a^, Y era. o..� r1 , M X/ Glazed Outswing Unit APPROVED DOOR STYLES: 3/4 GLASS: nn 404 series CERTIFIED TEST REPORTS: CTLA-805W-2 COP-WL-MA0162.02 FIBERGLASS DOORS FULL GLASS: ") t s e 00 410 series 109 Series 114.120.122 152 series 149 Series 30D series Series Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Stab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 11 TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i�/ &EX3� - State of Florida. Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcra- AR 4 EK- FItlL'MI:LA\1 L'N rM1,UV11"\ lr.IrvwrMp"t..10r. AWil 29.2007 O- CO�gVWv M 010 ny.ORmm1 O kn SPMO" m Onq"+ro WWW Masonite International Corporation M Glazed Outswing Unit APPROVED ARRANGEMENT: COP-WL-MA0167.02 8'O" FIBERGLASS DOORS .`OM ..k: r. O O Y: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Double Door MuaainYrm ud1 We . ero- a 6'0- Design Pressure +47.0/-47.0 Umhed water unless special tMeshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. kraal design pressure and 4tpacl resistard re0uiremeMs for a specific building design and geographic location is determined by ASCE 7-naffonai. state or focal building codes specify Itfe edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD- W L-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n 0o 404 series IIID 0o 0o 822 Series a 103 Series n Oakc-raff �wwA.....w� Te.. ter.• AR—k EW I�IYI'Y(:I ASS LIV'rYl UVr/Y5 erw4.v.-l-rprl�.Own (��Iw .. . . • • •_ Mld 79. 2002 _-.......«. 0"1°'�."an.a'"0wosw lwalnYn man sd((dtY-ws. ongn rwd W. . MatOn ite International Corporation 400 Skft 1 ro (narpe -a.ald ddlte 3 ��uRcnv, i�.O���M Waa�C�rGI� y I II Id1-IR ,�III I I I kk III I I I"k "k II I I I I I\i 17=71 1 17=11 1 F1=71 2 REVISIONS E: DATE: ECN NO. APPVO: I DESCRIPTION 11/00 - — I OTY (1) WAS (2) FOR TRACT( BOLT `m " LS Lm. DD STQATrA aw TO oom OW WTH PATDQm Tooi-OC fmcm (Tor, WMW • CENTM LISTED rtR Y m POW -moor OUXUAQ ®O (� ry REPORT#9606C 1 /- S• . m G U-NR1 INp1RS W A 2-1-2-1 Anow "0 f or A CFFOK OUTSIDE Km LOCK ►OSMON COOK EOM . 14'OUTSIDE- ' NoTE1 ooms H1 10 7 p' YO. C +ssr a. (4) SCC1 d6'(}pr� ooms a s Y-0 .CII COHSHSr 0/.(S 5[L10 6 rRl" "AAa 104 u.V. LAO Samrs oR IS fDOTA 1 Q0. NL OWING a Wr= SipAC[ a IWAIM 40 9WM VAT K COUSAMW (NOr 9UrN} TOC �1q( Hm) 10 PR0A TUM IWRPC i ! A; 1DA2oolm AWSS Do HOC TRANSFER Loa —i�1NmY ..• ' :: 1 2• n YQDCD n�AOo�Ur[ On" :&I 2.4 1EAAO PRK HOIOIOWAL TRACT SI/PORT My oom � CFO >i 17 G mv, SIQL ,UO WAD= tjocm,ATou .Qaa A" RrI4 oalat TRA« ��( Mpim001 6 AVIAAIL(b AN OITIOH r w Ki1Rm0JCM AW rT►. nA1 2-1•2 a OKV. STm MAGI WOO=. (A) TRACK loom ,P WE N.R I0P wlb� . OOU512 HOOIORK 1�AOfn•, n • 0144/4• SHEET HGAL SCaW5 1 . R 11"14' SELF 1tlCr1 ILXA-tJ?d stlCiun� 1t • �Y ]II1f.:C STOP YOULOM O, COOK DWAiAAA (TO SLIT) m u HAL "Y. STm DO STRl ' m a mv. am INTER. ST" C - 23 rrl Ap, Srta OW6[0 ►m WAD SOar SR.AORTS SASrOm TO r000 A"- saH corm raH-c-a IOL (Io scan Pp lR[) 4 NIOiDE a 71- �. (c-40 RRH aw 5/1r.Ta/R' uo sacr CxVAM2W- RNKO-0M /TOOK:, f{4O() m 21 COIIOO (2�pp 1� IM OOMOa7O m POI tRAOK sRAOZT. AAD A OAT .0 SOL1LmIU.X 1 .•..• rArouT lOar3 EH 17-1/T COOO6 (1000 2/1s' IA ROAD r ror COAT APPIA[O r0 pMT SHN uTO. D.GAL73 WK ygOp 0411007 rM ,ASTOa (OTC Put ROLSW IS G OKV, ST[il CIMG '00 o, STEEL St01.� 12 CA GLV. STEEL TOP EACH OrtO AQIIC/L TMGC Glv� ome Rt mm TO Mp. 7RD r • • • ROUDR UAov Arty -A') wTOI 3T51 S 01 SRO[ LOCH ROr�1m11m) 10 PRv.Q �RATmI 11 uAfiivTm MRAO¢A I� G W Op STRO rADr ) r�'srpoy 1w/s• sa[T IHCTK TRACK Art m RRApar 1a.s y(2Am stAa►s / �R• SW W Jowl TRAHSI�01 BAR MI520TTK ANl3 00 ROT %m 01[ 1 4 Zf'COLJ • HUf t 1 .�/ 8s 1M/MO Sm l POI oo rMCL ova EE� OK 1r0 1/4. 01A TTI1(72. _ - - 14 CA CAM STEEL 11AHQL END 2. OIA SHM-STOm 10 VLL Sim ROLLER. 00 NIIO(• E.C. STRL .. WRK wcnuuIDA PL STIESFASTOID TO D.0 STUWTEPP.HPA14rYM d Laa n.anrin SC�L c-c RAWA P.L r4N43 SHEET iHtT(ii 14.sn• — 11AID{j slat AIORTH CANL A Pt /22512 �• FALL u�AR A (4) 1/4•.3/4• Stv LOCK SAR m u D S E)CSTEE= ' TA/PPP scans. I.rr .nv ePT1e D�dC6 W DESIGN LOADS: +24.0 PSF h -24 s PSF uW. *UA STROCM: w 161 , OKUK TRACK ON tK OmO. or RTC /21rmm 6MU n^,L UDHOrt7 .�.. E.ArA1 WE +vu is nc Rmaumrlarn I, rK PRorU"Vl a TEST LOADS: *36.0 PSF ET -17.0 PSF or 000R. RCD= TER TO[ QAOM OR SRUCTTIITC NO N ACODIGNa 11 S• 1 S• fAL . m u .YLV, srtn V-LW13 oD WK Maf .U,. aRa1D.r TTAAlmIT' Eooa rm Ra LOADS LA7D) w i N A 2-1-T-1 PAREJr. oL ,ro U-"R` snc LACK OCA"s OwO14 Hr1�o .� ROrTO.;s 01a U-LrN a. A= WTO AOM.AL Eq CRAUM a A HI.Om rn w.aaa PART NO.: - A . T s[CTIaH [iC� EACH U-IWI ATTACIWW TRACK. WE 'D"Q+ IHPq SW4 ON4.+Iw 712 Yak A 9S1R IIO) A o' I rn1 1/4•AS/a' SD/ TAMWC SCRE" LACK ON �---� IDEAL c:� aN 43100 . bl STU I OCATIOK. EACH WE r norn wRuc r�ROo cTs as TOLERANCES w 14L 11a iIOH 45 502 d oom. w �,�"'r„ .: ,4 .0 . 1.03 Q u lmammn, rD KL �S13-Ta-.uu ' vfI1OH:A-A /a0C.v2wt i L Y�mtl�T ­A6A W- � a r .00 . 1.013 DESCRIPTION: MODEL 6RST W4 16-0 R E-0: 24/-24.5 DESIGN LOAD 1! CA CAV. STEEL BOTTOU BUCKET. /HWr A.' 4i..w r• .000 t.00S AMOCO rTH (2) r14.sn• SA.EEi WTAL SCAM /// Z/ r� M.� 0000 . t.001 DRAWN 8Y: BMM DATE: s/IB/oo SCAIE: NTS OWG. D ' //// D!. rnrd o4y,.a - :I/,r CHECIGED BY: MwW DATE: 4/16/o0 SHEEF I OF t SIZE D uw.P s1.1.A Oa-4. P'0)iUOn oRTD.so16 AKC W scam. DWG. NO.: 102136 REV. NO. I •, 3 20M S-H• I X 2 7/16 X 1/8 ' 2000 S-K 1 X 2 7/16 X 3/8 ONE BY vOOD EET6lL. ' BUCK' 8T OTHERS •- .� -'T -. JAMB <TYPJ TUBE MULLION- -•� CrYPJ TUBE MULLION CONCRETE OR MASONRY 11/4' MIN. -BY OTi;ERS BEDMENT. 4 a 18 X 1/2 SELF lie X 1/2 SELF _. - TAPPING SMS TAPPING SMS I NSTALLAT01 AND* M 3/16' bIA - _ .... • < . I ; . TAPCON =tEV ANCHOR CTl P� . y , i•: ' CXfERN : I - it 3/8 • CLI,P, ; _ -SERUM KTVEEIN _ SEALANT ITETVEEIN - UK 111=LiI1N - - ���'•1+ '.�:ii. �II VDIDOV FLANGES VDNDOV FLANGES t Mul10N t MULLION zoos• SA. JIPICA GUIIION T0.•,CONCRETE O. HEAD 7APPINGI S SSELf =TAPPINGS SELF JAM➢ CTYP� MULLION (APPCIE$, .TO' HEAD'idC •sl SMS :. ; T �.. YVI IERE 1 • X 4 �.X 3 "; TUBE';YULUONS •ARE USED) ,I 1 SECTION A -A (1) SECTION A=A. (2) _ 'DEIALL_8....f`. -�•, { f 11 i .� . _ ._. _ --TAPPING SILT • ' I ' q_' •- 5_F�i,_,�_ � .,I�WjoATI@N •AND= 1 X 1 X 1/8 I. X 4 X 3/8. -•• _._.. _ ' TUBE MULLION TUBE MULLION • aSCREVV AlCit tTYp) i i i ," SILL 18 X 1-1/2'SELF SEACANT-BETVEEN TAPPING.SMS VIMDOV-FLArGEi 2000 SH 2O00 Sil :'.' .:.'-t MULLION - • : _ - i JAMB tTYPJ JAMB RYPJ sEcnoN A=��� — ?'_ C B •- . �_. - - - ' - --- . .. .� . - ' - - .- -- ---art-c_ ' --------•-------_`; �-�= ' • "''.-�- - - - ' PREGST'S1LL 8T-OiI�RS /8 x In SELF _ 18 x 1/2 SELF -'--•-' AUXILIARY`PLATE4 TAPPING SMS". TAPPING' SMS -- - - . •._ ITIONAL_ANC�QRS. VNiN-RECUV= o SEALANT IETVEEM' SEALANT KTVEOI vDNnov rwGEs vDNDOv rw+aEs --- __I.. t MU Ll@I t MU LIONN 18 SELF • TAPFSNG \'� 18 X 1-1/2 SELF 0 X •1-1/2 SELF SMS-CTYPJ : -- - '►4lLLIQN ' i •: TAPPING. SMS TAPPING SMSELEVATIO DETA B - SECTION A —A (3) :SECTION' A=A (4) vlEwEo � EXTERIOR ` FLQRIDAY'EXTR•UDERS, ° �o i v �n /1 rrrlE.�ERTICAL wi ;^ JI 'TF�t.'.FII.E_# .. S MUIL'IONySECTI;dt71K.- ` EEL' OTHER:; $ I AEA{�SHEETii 2• �OF� 2r) DESIGN PREMR CAP,4CI DES•: _ DRAITN BY:;1BH O•' .a?Ci;" APPROVW. BY: j