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324 Lusitano Way - BR04-000913 - SFR
A LPERMITADDRESS s CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER D_R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 CBC 055300 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE j I SUBDIVISION PERMIT # ` e10 DATE PERMIT DESCRIPTION q%,k,9. PERMIT VALUATION a %4%® SQUARE FOOTAGE %"afil 0 d H J rucererwnuar — City ofSanfor4 Certificate of Occupancy This is to certify that the building located at 324 Lusitano Way for which permit number 04-0913 was issued has been completed according to the plans and specifications filed in the permit, to wit as a Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: R. Barber 07/19/04 Engineering: D. Richards 07/16/04 Public Works: R. Buckner 07/16/04 Utilities: R. Blake 07/21/04 Fire Department: Zoning: D R Horton Property Owner Q a )(v ..'t-' ova 0721/04 Building Official Date CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: 07/15/04 04-913 324 Lusitano Way D R Morton PHONE #: Mark 407-466-4366 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. in _ 7 1 c, v Fire N/A_ Public Works Zoning N/A Utilities Licensing N/A CON ITIOnnNS: (TO BE COMPLETED ONLY IF APPRO L IS ONDITIONAL) Xl SL '0-t k"" W V W/D Z11)r CERTIFCATE OF OCCUPANCY' REQUEST FOR FINAL INSPECTION ! , y SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 07/14/04 04-913 324 Lusitano Way D R Horton Mark 407-466-4366 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 PublicWorksd' ? /—a Zoning Utilities N/A_ N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION a SINGLE FAMILY RESIDENCE***-, R Zaofi:) er DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 07/15/04 04-913 324 Lusitano Way D R Horton Mark 407-466-4366 L 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 P lie Works4r, %f Utilities Fire _ Zoning _ Licensing N/A_ N/A M CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) DATE: ADDRESS ICLLAJ F- Q I I I I I I j j 1 I CERTIFCATE OF OCCUPANCY 1 1 1 1 REQUEST FOR FINAL INSPECTION t; 1 1 SINGLE FAMILY RESIDENCE**** r I I 1 ti I 07/15/04 IC,,.) LzLU rt v I 1 o Q W o 04-913 Z' C: V V G C 1 324 Lusitano Way U N CONTRACTOR: PHONE #: F1119yer, 7 ,i Mark 407-466-4366 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 Public Works Zoning _ i hies Licensing o`c N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1.001 CITY OF SANFORD Address Misc. Information Inquiry Location ID . . . . . . . 251305 Parcel Number . . . . . . 18.20.31.-0000-0890 Alternate location ID . . Location address . . . . . 324 LUSITANO WAY Primary related party . . Type options, press Enter. 5=View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 7/19/04 --1 08:48:18 Free -form information LOT 89 ************ SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-913 PD 2-3-04 SEE REC#6393 3/4"WA METER SET FEE $$190.00 PD 2-3-04 REC#6393 F2=Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on Daaes 1 - 7. O.M.B. No. 3067-0077 I Expires December 31, 200E I SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy NumberD.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number324LUSITANAWAY CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 89, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, ifnecessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.; °) NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION EW. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 63. STATE CITY OF SANFORD 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12117CO045 DMAA:....1_lL___..___ _ru__ E 4/17/95 4/17/95 A 24.5' V. "Kate a leauLiue u i ie odse ruou cievanon (Brt) data or base flood depth entered in B9. FIS Profile FIRM Community Determined E Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: E NGVD 1929 NAVD 1 %8 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes E No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction* E Finished Construction A new Elevation Certificate will be required when construction 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 Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, ARIAH, ARIAO . Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used forthe BFE in Section B, convert the datum to that used forthe BFE. Showfield measurements and datum conversion calculation. Use the space provided orthe Comments area of Section D or Section G, as appropriate, todocument the datum conversion. Datum NGVD'29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appearon the FIRM? Yes E No pe o a) Top of bottom floor (including basement or enclosure) 29. 4 ft.(m) o b) Top of next higher floor 38.8 ft.(m) O o c) Bottom oflowest horizontal structural member (V zones only) N/A.. _ft.(m) o d) Attached garage (top of slab) 28. 9 ft.(m) o0 o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 28.8 ft.(m) L E =io o f) Lowest adjacent (finished) grade (LAG) 28.0ft.(m) z; m o g) Highest adjacent (finished) grade (HAG) 28. 6 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 Joi) Total area of all rmanent o floodpernngs ( vents) in C3.1 i 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. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME: GALEN K. BELL LICENSE NUMBER: 4224 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE1030N. OR VEN TE B WINTER PARK FL 32789 SIGNATU DATE TELEPHONE 7/13/04 (407) 426-7979 IFEMAForm81-31, January 20 3 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unt, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO.. Policy Number 324 LUSITANA WAY CITY 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 UNIT 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 E1 through E4. Ifthe Elevation Certficate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(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.) E2. The top ofthe bottom floor (including basement or enclosure) of the building is - ft.(m) _in.(cm) above or below (check one) the highest adjacent 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.(cm) 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 building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent 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 completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are cofrect to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE COMMENTS DATE TELEPHONE Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who -is Q6thori2ed by or ordinance to adrhinister the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The informat;pn in Section Cwas taken i m o+.her dcicumentation that has been signed and embossed by a licensed surveyor, engineer, orarchitect who is authorized by state or local law ti cetify elevation informaiion. (noic2ie the source and date of the elevation data in the Comments area below.) G2. A community of&Oal completed Section E for a building located in Zone A (without a FEMA4ssued or community4ssued BFE) or Zone AO, G3. The following inforunation. (Itei ns G4-G9). is r6vided for community floodplain management purposes. G4. PERMIT NUMBER DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth offlooding 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 89, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.H.I. TITLE OF FLORIDA, INC. FIDELITY NATIONAL TITLE INSURANCE CO. OF PENNSYLVANIA VIRGINIA S. RANTA AND VIRGINIA RANTA FIRST HORIZON HOME LOAN CORP. i ro / N / hso 06. v LOT 89 Z O n 9.g. 4 20.5. C) if) Z Nm to W--------------- ------- 12.5' ENVIRONMENTAL CONTROL EASEMENT ^i 110.01' N89'35' 8"WiNONRADIAL 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). 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 07-12-04 UNLESS OTHERWISESHOWN, 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. S. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN 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. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTYVERTICALCONTROLASFURNISHED. - BEARINGS SHOWN HEREON ARE BASED ON THE NORTHEASTERLY LINE OF LOT 89 AS BEING S46'41.21"E PER PLAT. FIELD DATE:) 03-30-04 FREVISED:SCALE: 1=30 FEET APPROVED BY: SJ 4 VH LOT 90 LEGEND 1" = 30' GRAPHIC SCALE 0 15 30 y1P o i 464i22, 00 L-AD-" 920'W S S lZy: OO• r'3 PT OOppq01 pp .11 CENTERLINE OF Dv g0 e, Op RIGHT OF WAYO F1g5ay0p 7 om Cg/10' C 27.21 1P;, aA)yomryo Q- Vr- 0` P. J\ PC yp 0 23*06'40" R=75.00' L=30.25' CB=S31'45'19"W C=30.05' PT BUILDING SETBACK LINE CENTERLINE FND NAIL AND DISC RIGHT OF WAY LINE LB #4671 (07-12-04) 4 EXISTING ELEVATION 0 FND 1/2" IRON, ROD AND CAPLB #6393 (07-12-04) CONCRETE CNA CORNER NOT ACCESSIBLE LB LAND SURVEYING BUSINESS 6 DENOTES DELTA ANGLE LS LAND SURVEYOR L - DENOTES ARC LENGTH FRIA PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING PCP PERMANENT CONTROL POINT. PC DENOTES POINT OF CURVATURE P) PER PLAT PI DENOTES POINT OF INTERSECTION 0 '1) SURED PRC PT DENOTES POINT OF REVERSE CURVATUF FND FOUND DENOTES PC'iJT OF ',ANGE JCY C/W CONCRETE WALK TYP TYPICAL S/W SIDEWALK A'/r=:. A JF.',.G;'OHOITIONER CP CONCRETE PAD CBW i CONCRETE-EI OCK WALL CS CONCRETE SLAB T>.! Rf= ' R/1'DIUS;('POM`P',; C CHORD LENGTH GHI) OVFRHEAJ,.UTIUTiY.LINEPKPARKERKALON10IDENTIFICATION R RADIUS POL-,:POII4T ON POC POINT OF CURVE C POINT/.QF GOMPOUND. CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 NORTH ORLANDO AVENUE,SUITE B WINTER PARK , FLORIDA 32789 - (407) 426-7979 1 .HEREBY CER-iF( TFi.4T`iH1$ BGIINDARY, SUBJECT TO THE SURVEYOR'S NOTES CONT.INED,HEREON MEETS THE: APPLICABLE h'1NIMUM TECHNICAL STANCAI US," SET FORTH BY" THE; FLOE IDA, POARO O,F F'4CFESSIONAL SU VEYORS AND MAPPERS-iN. C:IAPTER 61G1 i-6;'/ILORIDA :ADw11NISTRA`IIVE CODEPURSU-A;, T `TO rCHAPTCd 47:?.027, FLORIDA STA TU JOB N0. ASM43021 IVORMBOARD 04-05-04 Al DD POOL 1-14-04 JML DRAWN BY: PLOT PLAN 11/26/03 JML FOR THE FIRM ALEN K. BEL PSM # 2 4 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 89, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.H.I. TITLE OF FLORIDA, INC. FIDELITY NATIONAL TITLE INSURANCE CO. OF PENNSYLVANIA VIRGINIA S. RANTA AND VIRGINIA. RANTA FIRST HORIZON HOME LOAN CORP. t4j oh.00) LOT 89 s.8• 0.5•_ 0-------------- 110.01' r' m A 12.5' ENVIRONMENTAL CONTROL EASEMENT N89'35'18"W NON RADIAL ii 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). NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THESURVEY, IF ANY, 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 07-12-04 UNLESS OTHERWISESHOWN. 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 THEORIGINALRAISEDSEALOFAFLORIDALICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA VrITHIN 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. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTYVERTICALCONTROLASFURNISHED. BEARINGS SHOWN HEREON ARE BASED ONTHENORTHEASTERLYLINEOFLOT89AS BEING S46'41'21"E PER PLAT. FIELD DATE:) 03-30-04 FDDPOOL ED: SCALE: 1 = 30 FEET APPROVED BY: SJ 7-12-04 VH JOB NO. ASM43021 ARD 04-05-04 AI 1-14-04 JML DRAWN BY: PLOT PLAN 11/26/03 JML LOT 90 LEGENE 1" — 30' GRAPHIC SCALE 0 15 30 n / y po46.41 R- yP 40.00 W C3'sE6 }9 2 C. }963 PT O° 00 y1 CENTERLINE OF IY y0' a O° RIGHT OF WAYy, a^i g 0 Ptry 27.21dNh^ry0 OPy v PC e° al O 0= 23'06'40" of o R = 75.00' I L=30.25' CB=S31'45'19"W C=30.05' I PT BUILDING SETBACK LINE CENTERLINE FND NAIL AND DISCRIGHTOFWAYLINELB #4571 (07-12-04) 131.24 EXISTING ELEVATION O FND IRON CAP2RODLBy63930) CONCRETE CNA CORNER NOT ACCESSIBLE LB LAND SURVEYING BUSINESS A DENOTES DELTA ANGLE LS LAND SURVEYOR L DENOTES ARC LENGTH PRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE P) PER PLAT PI DENOTES. POINT OF INTERSECTION M) vEASURED DENTESOF RSECURVATUI VERSEFND FOUND PPRC POINT OF TANGENCY C/ W CONCRETE WALK TYP TYPICAL S/ W SIDEWALK A/C AIR CONDITIONER CP CONCRETE PAD CBW CONCRETE BLOCK WALL CSCONCRETESLAB - RI?. RADIUS POINT CCHORDLENGTHUHU' O"v Z;2Hf AD UTILITY LINE PK - PARKER KALON A IDENT;FiC,ATION RRADIUS0OLPOINT'WiJNE POCPOINTOFCURVEt `'PCC POIN:I OF'CCMPOUND CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 1030 NORTH ORLANDO AVENUE,SUITE B WINTER PARK , FLORIDA 32789 - ( 407) 426-7979 G. HEREBY CER-TIF,),, THAT THitz BOUNDARY, SUBJEC! c TO THE 56RVEYOR'S `NOTES CONTA! NEQ _NE;Rr_GN-MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARi S" SET FORTH BY CHE ,FL:ORDA. BOARD OF PI OFESSIONAL SORVEYORS' AND MrAFPERS•.IN,CHAPTER 61c77- 6.:FLOPIDA ADMiNISTR^:TIVE CODE PURSUANT PTO-f:HAPTER-4fi72.027, FLORIDA S1tATUTES.. r a v FOR 61v" Ps THE FIRM ALEN K.DAT 4E 06/10/2004 19:00 4070568755 DRH SALES PAGE 01 4t"• CITY OF SANFORD INSPECTION RECORD PLEASE CALL. 407-330-5659 -t'O REQUEST 11+E.CTIONNS PERMIT NUMBERk ILAADDRESSL. s1` OWNER ; (, DESCRIPTION OF WORK +~.`^ - S_ v r1 ri-Tntr At7 ) MFC'HANICAIt PLUMBINC MONOLITHIC TF;MPORARI _. ROUGRJN1 - ._ R.I. t_NDERGROUNU r .—..._ a3 ATFOUNDII)Pir K.1. l N[tEK(:KUL 'i) R.I. C'F NC; R.LVVAI,Lti OR FLOORS., ti(.AB RO1 (:N IN WALL IIOOU SYSTEM I TO .—.. . ... KWF/WALLSHF.ATHING ROI GH IN -('FILING tiPKIVk1,F.R,tiYSI_ SEWER _ PFJ GAS PIPE/Ll_ FRAME PI)t)i. :ROl'ND GAS PILdNh~ LIAITF. L/1'IF, BEAM CH.>NI:F OF SERVICE FIIYAI, FINAL. INSULATION ALARM OTHER,..-_ OTHER FIREWALI, I Rf;IC)WER e- _ FINAL FINAL FIRE- MISCELLANFOL'S CITIIF:K DRIVF. WAIvi..ac(t1 jsi--r.1S C?; k8 (o -36.O- OTHER 9 THIS CARD N TO DISPLAN ED ON 1,TREET SIDE OP E LOT AND SHALL NOT HE KF,MOYED CNTII, WORK 15C'C LETED. SANITARY FACILITIES RFOUIREDON! il E WARNING TO OWNER: YOUR FAILUR TO RECORD A NOTICE OF COMMENCEMENT MAY R4SULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCINGy CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING B(JI, DINC'OFFI('LU.tNts. _.. A l A COUNTY OF SF I'll INOL[ IMPACT FEE STATEMENT ISSi/[D CITY OF SANFORDDY STATEMENT NUMBER 104-75838 DATE: L LI. BUILDING PERMIT NUMBER: Q}_ (CITY) COUNTY NUMBER: UNIT ADDRESS:_ i» TRAFFIC ZONE: JURISDICTION:'O6 CITY-OF-ANF[X|D----_--_— SEC: TWP: RN8x PARCEL: SUDDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: ONN[R NAM[: ADDRESS: APPLICANT NAME: ADDRESS: -------------------------------------_-----------------^----------- AHD USE CATEGORY: 001 - Single Family Detached House TYPE USE: Renidential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT C!F UNITS ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 8CHOOL0 CO -WIDE O dwl unit $1,384.00 1 $ 1,384.O0 AMOUNT DUE ^ ?,285.00 STATEMENT ' / . RECEIVED BY: STAR PRINT NAME) . DATE: .... .... ... .... NUTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND NSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** ' PERSONS ARE ADVISED FHAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. 4 PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER!, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REOUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CKECK OR MONEY ORDER, AND SHOULD REFER[NCF THE STATEMEN'7 NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NUTICE' THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING CITY OF SANFORD PERMIT APPLICATION Date: fob Address: tV1 ! ` )A-KF' - A^' Description of Work: 5FR. _ Historic District: Zoning: Value of Work $ Permit Type; Building _ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tompottry Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Ckao, Required) Plumbing/ New Commercial, # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial i,.... Occupancy Type: Residential _io/ Commercial Industrial Total Square Footage: ; Construction Type; # of Stories: # of Dwelling Units: ,L_ Flood Zone: ^ A (nmA form required for other thaw X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: _,_i C7RToi.> . =KY^ . i,- • Irw i1. .1` ' ice,._ ems L.:.::a Bonding Company: Address: Mortgage Lender: Address: =' 1 Architect/Engineer: r Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenoed prior to theissuanceof `permit and that all work will be perfotrned to meet standards of all laws regulating construction in this jurisdiction. I understand that it separatePermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS; TANKS, andAIRCONDITIONERS, eto, OWNER'S APPIDAVIT: Ioertlfy that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatittgconstructionandzoning, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYWGTWICEFORIMPROVEMENTSTOYOURPROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT, Wig: 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 ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal. agencies. Acceptaneo of pe i s eatithat I will notify the owner of the property of the requiremo o lorida Lien Law 713. Signature of Own gent Date Sipatur"11con;ractor/A&M Date ARY PUBLIC STATE OF FLORIDA COMMISSION NO, DD134330 Owner/ Agent 13b1S ty`Kn"owii' o ireorProduced ID COMM! """ EOFFLORIDA SSIONNO. COMMISSrr)" , - DD139330 Contractor/ Agent is -)4 Personally Produced1DAPPLICATION APPROVED BY: BldgU L-Z-t . b q- Zoning: Utilities: initial & Date) (initial & Date) FD: Initial & Data) (lt itial &Date) Special Conditions: tsu63, yo D. R. HORTON HOMES o D SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT# SUBDIVISION: BAKERS CR0,5SING C'f ECl,- - 6,/ST BUILDING APPLICATION fP WER OF ATTORNEY 2 SETS OF SEALED PLANS 1,-' 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL J/DUCT LAYOUT ATTACHED TO THE PLANS Z SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS t/ UTILITY FORM NOTICE OF COMMENCEMENT APPEx CONTRACT Sri ue uJlry }m,f F.Zln.a. P/ FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE .. Important Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION ForinswanoeCoapenyUse: 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 XXXX LUSITANA WAY CITY STATE ZIP CODE SANFORD FL 32M PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) dAT 89, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): w or ##.###mo NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1, NFIP COMMUNITY NAME & COM WNIIY NUMBER W- COUNTY NAME 83. STATE SEMINOLE COUNTY 120289 SEMINOLE I FLORIDA 64. MAP AND PANEL B7. FIRM PANEL 09. BASE FLOOD ELEVATION(S) NUMBER 65. SUFFIX 86. FIRM INDEX DATE EFFECTNEIREVISED DATE 68. FLOOD ZONE(S) Zane A0, ute depth ofhooding) 1 E 4117/95 4117195 A 24S5 B10. Indicate fhd source ofthe Base Flood Elevation (BFE) data or base flood clep entered in w. FIS Profile FIRM Community Deteardned ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 19M Other (Describe): B12 Isthe building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes 0 No Designation Date SECTION C * BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings* Building Under Construction* Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Selectthebuilding diagram most similar tothe building forwhich this certificate is being completed - seepages 6 and7. K nodiagram accurately represents the building, provide a sketch orphotograph.) C3. Elevations — Zones Al A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR ARIA, ARIAE, ARIA1-A30, AR/AH, AR/AO Complete Items C3.-w below according tothebuilding diagrarn specified in Item C2 State thedatum used. I the datum isdifferent from the datum used forthe BFE in Section B, convert the datum to that used for the BFE. Shaw field measum me nts and datum conversion calculation. Use the space provided or the Comments area of Section D orSection G, as appropriate, to document the datum conversion. Datum ConversionlComments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 29. 011-0) o b) Top of next higher floor NIA. A(m) o c) Bottom of lowest horizontal structuralrural member (V zones only) WA.A(m) o d) Attached garage (top of slab) WA. k(m) o e) Lowest elevation ofmachinery and/orequipment servicing the building (Describe ina Comments area) N/A. !L(m) o f) Lowest adtacent (finished) grade (LAG) WA. t(m) o g) Highest adjacent (finished) grade (HAG) NIA iL(m) o h) No. of permanent openings (flood vents) within 1 t above a4acent grade Q o i) Total area of all pem>artent openings (flood vents) inC3.h 0sq. 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. M I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may bepunishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R MUSCATELLO, JR LICENSE NUMBER: 4928 ri W TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. I\ ADDRESS h CITY STATE ZIP CODE 320 E. SOUTRSAIEEI ATE.180 t . 1i h ORLANDO FL 32803 12115M (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 Insurance Corrany Use., BUILDING STREET ADDRESS (Including Apt, Unit Suile, andlar Bldg. No.) OR P.O. ROUTE AND BOX NO, Poky Nurriber XXXX LUSITANA WAY CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copyboth sides of this Elevation Certificate for (1) community official, (2) insurance agenVoompany, and (3) buildingowner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; Check here 9attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) ForZone AO and Zone A (without BFE), complete Items E1 through E4. Ifthe Elevation Certificate isintended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar tothebuilding forwhich this certificate is being completed — see pages 6 and 7. Ifrno diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement orenclosure) of the building is _ t(m) _in.(cm) above or below (check one) the highest a*1cent grade. (Use natural grade, ifavailable). E3. ForBuilding Diagrams 6Swith openings (see page7), thenext higherfloororelevated floor (elevation b) of the building is _ t(m) _in.(cm) above the highest alaoent grade. Complete items C3.h and C31 on front ofform. E4. The topof the platform of machinery and/orequipment servicing thebuilding Is _ fL(m) _in.(cn) above or below (check one) the highest a4acent grade. (Use natural grade, ifavailable). E5. For Zone AO only: If no flood depth number isavailable, isthetopof the bottom floorelevated in accordance with thecommunity'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 properly owner orowner's authorized representative who motes Sections A, B, C (Items C3.h and C3.i only), and Efor Zone A (without a FEMAassuW or community - issued BFE) or Zone AO must sign here. The statements inSec ior s A, a C, and Eare oohed to fYre best ofmylvrowtedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachmwts SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the oommunityls floodplain management ordinance can complete Sections A, B, C (orE), and G of this Elevation Certificate. Complete the applicable items) and sign below. G1. The information in Section C was taken from other documentation thathas been signed and embossed by a licensed surveyor, engineer, orarchitect who is authorized by state orlocal lawto certlyelevation information. (Indicate the source and date of the elevation datain theComments area below.) G2. Acommunity official completed Section E for a building located in Zone A (without a FEMA-issued orcommunity4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided forcommunity floodplain management purposes. G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -builtlowest floor (including basement) of the building is: _ ft(m) Datum: G9. BFE or (in Zane AO) depth offlooding at the building site is: — _ ft(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here ifattachments FEMA Form 81-31, January 2003 Replaces all previous editions L Limited Power Of Attorney I hearb name and appoint: CraigCoulton and r _% ' each agent's of D.R. Horton Inc. E UFFKC- / Cov>: To be my lawful attorney in fact to act for me and ply t The Building Dept. of: C, I tv np an;6rl For a residential permit for work to be performed at: Lot # : ' ,, Subdivision J Address: And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Sign ture of Contractor This foregoing instrument was acknowledged before me this; Date: • I 1Q. O S By: Richard B. Ladd ( Contractor ) Who Is personally known to me. State of County OFFICI15 SEALPA7RICIpCOUt NOTARY PUBLIC STATE O. F F'I.ORIDACOMMISSIONNO. ()D134330MYCOMMMONEX d!I._Y26,2006 Notary Seal CITY OFSANFORD P.O. Box 2847 SANFOAD, FL 32772 PHONIC sl (407) 330-5630 FAX It (407) 328-7367 APPLICATION FOR UTILITY SERVICE ACCOUNT (FULL NAME) R4°dge# dvtl! NAM] SERVICE ADDRESS MAILING TURN ON f ADDRESS(c25D 6-n,.1'na 1n' oZ DATE / '— SWOLE FAMILY RESIDENCE v/ MULTI -FAMILY RESIDENCEWXler* COMMERCIAL WORK## SOCIAL SECURITY## N14k HOME## f\)-P ER OF PROPERTY AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY. rt SIGNED; DEPOSIT AMOUNT APPLICATION FEE OTHER FEES TOTAL DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DATE PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 89, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 89 CONTAINS 7861 SQUARE FEET t THIS STRUCTURE CONTAINS 2107 SQUARE FEET t TOTAL CONCRETE 522 SQ. FT, t TOTAL SOD 5232 SO. FT, t 28.5 obN ') LOT 90 C O ` / rR'6'04 0 20.S• O'LF4`L n m it s 9'..:;;:.:;, op`,- T•Z" 0. blA PT 12.5' ENVIRONMENTAL O CENTERLINE OF fi RIGHT of WAY CONTROL EASEMENT j ' wo 40s5 N89'35'18"W NON RADIAL r 110.01' 1 VqLOT88PC W 81 I^ PLANS REVIEWED C'ITY OF SANFORD PREPARED FOR: 1 A=23 06 40DRHORTON R= 75.00' 1 APT BUILDING SETBACKS L=30.25' LEGENDFRONT: 25' CB=S31 '45'19"WREAR: 20' BUILDING SETBACK LINE MLW MINIMUM LOT MOTH SIDE: 5' C`_30 05' CENTERLINE POS POINT ON BOUNDARY POL POINT ON LINE SIDE STREET: 15' RIGHT OF WAY LINE XXXX% PROPOSED ELEVATIONi PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE 1. ELEVATIONS SHOWN ARE PER LOT GRADING PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD PD PLANNED DEVELOPMENT a DENOTES DELTA ANGLE PLANS PROVIDED BY THE CLIENT. U CONCRETE L DENOTES ARC LENGTHLBLANDSURVEYINGBUSINESS LS LAND SURVEYOR C.B. DENOTES CHORD BEARING THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION P) PER PLAT M) MEASURED PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYPICALLISTFORCONSTRUCTION. CALL) CALCULATED TYP A/C AIR CONDITIONERALLBUILDINGSETBACKLINESSHOWNHEREONISPERDATAFNoFOUNDCBWCONCRETEBLOCK WALL FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES C/W CONCRETE WALKS/W RP RADIUS POINT ONLY. THIS IS NOT A SURVEY SIDEWALK CP CONCRETE PAD R RADIUS CS CONCRETE SLAB THIS IS A PLOT PLAN ONLY PB PLAT BOOK P Sr. PAGES< «<. C CHORD LENGTH R/w RIGHT-OF-WAY I HAVE EXAMINED THE F.I R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A. AREA WITHIN 100 YEAR FLOOD PLAIN, BEARINGS SHOWN HEREON ARE BASED ON THE NORTHEASTERLY LINE OF LOT 89 AS BEING S46.41'21"E PER PLAT. FIELD DATE:) REVISED: SCALE: I" = 30 FEET APPROVED BY: SJ 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 VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NO. ASM43021 DRAWN BY: PLOT PLAN t AST SOUTH STREET, SUIT ORLANDO, FLORIDA 32801 (407) 426-7979 FOR THE FIRA R. SCATELL0 JR. P M/ 28 DATE CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESMENTTAL BUILDING PERMIT 0 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences) 0 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: p a. Foundation plan indicating footor sixes for all bearing wails. Provide Lido view details of these footers with reinforcement bar roplaeemont. 0 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 stales. Bathroom fixtures and dlstancos from walls are to bo shown. Note the State of Florida requirements for bath door for compliance of Handleapped Code (F.S. 553, Part 5) p C. Elevations of all extorlor walls, oast, west, north and south. FInish floor elevation height as per City Engineering Departmout or subdivision plat. 0 d. Cross sections of all wall sections to be used in the structure. Bearing non -bearing Inter and exterior. Show all components of wall sootion. 0 0. Framing plan for floor joists whore conventionally framed. Plan toIndicatespan, size and species of materials to be used. 0 f. Engineered truss plan with details of bracing. Engineered beams for spiteing openings to carry and support trusses. 0 g. Stair details with troad and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. 0 h. Squaro footage table showing footagos: ' Garages/Carports S.F. Porch(s)/Entry(s) S.F. a Patio(s) S.F. Conditioned structure S.F. Total (Gross Area) S.F. 0 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 0 4. Soil analysis and/or soil compaction report. If soils. appear to be unstable or if structure to be built on fill, it report may be requested by the Building Official or his representative. 0 5. Other submittal Documents: 0 a. Utillty totter or approval when public water supply and/or sower system connection to be madm o b. Septic -tank permit to be obtained from Seminole County Health Department att 400 W. Airport B1vd,Sanford, F1(407) 6654600. e. Arbor permit when troos to be removed from property. Contact the City Engineer for details regarding tho arbor ordinance and permit. 0 6. Application to be completed thoroughly and signatures provided by it licensed and insured contractor. OWNEI2BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORMA 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, eloctrieal, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic boaihs - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Sot 10. Framing ill Tonant Separation / flrowall 12, Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing flnai14. Building final . 15. Other DATE J' 'J ' L' SIGNATURE i By Owner or Autho Agent) ST CONTROL. Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCV&SE3,S:.ttR: :MVC Name Phone & Email INSTALLATION ADDRESS: Quarterly Payment Amount " First payment due on the Install 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 City/State/Zip Phone & Email n SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System.) Apex will, warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the describedpropertyduringthewarrantyperiod, Apex will, upon notification and inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at n'oadditionalcosttotheCustomer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLG0VE,>3NE RELATIONSHIP OF THE PARTIES, Apex Representative Signature Date C omer or Age ignature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations andallapplicablerecommendationscontainedInliteratureprovidedbyDowElancot1. Install Sentricon* stations (the Statlons) 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; and4. during those years, Inform the Customer ofta, any new or Increased termite activity noted at the Stationsb. any addition or, removal of Recruit* of Recruit* termite bait; andc• 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. Pretreatment Plan may maintained for the LIFETIME of the Identified property subject to the terms and conditions ofagreementforINWorgTheSentricon the fifth year, and each year thereafrter, (3mo period) Payableaaright on or to revise ore t e end of the previous MonitoringthisPeryear, quarterly payment amount, nottoexceed IOt% The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain baitedfreefromanyfactorscontributingtoInfestationsuchaswood, trash, lumber, direct wood -soil contact underpiertypestructure, or as noted in "Special or Additional Comments". a ntain the area(s) eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise 'standing water, TheCustomeralsoagreestonotify. Apex of and thearea(a) baited. At no time will damage caused to an ' Insectinfestation, be the responsibility of Apex u areas where any ($the conditions described Ise Into, onto, or under'. yportion(a) .of the Structure(s), even by an active wood destroying. ofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderedInthis •Paragraph exist. Failure ' DISCLAIMER: COMPANY DISCLAIMS ALL OAR WARRANTIES, this paragraph, INCLUDING STATUTORY WARRANTIES, MERCHANTABILITY', FITNESS FOA PARTICULAR PURPOSE, OR W ETHER EXPRESS OR IMPLIED; AND SPECIFICALLYDISCLAIMSANf .IMPLII D W FURTHER, COMPANYHASMADENOAFFIRMATIONOFFACTORPROARELAWOA RRAINTES, OF SERVICE PROVIDED HEREUNDER T1t1 IG T SERvICl$. Customer expressly waives and releases anHyAclalms !n Anylawsuit, OR AMOUNTED TO T PRODUCT OR'. negligence, torts, personal Injury, death, violation m any statute, rule, or regulation loss o I XPRESS WARRANTY, compensatory, Incidental, consequential, exem la r other legal proceeding Against Apex for event shall Apex be liable for any amount greater that amount paid id the Crebl ' f we, diminution of value, economic, P ry, punitive, liquidated, treble, or special damages If any kind, and In no. uStomer toApexfortheservicetobdperformed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (I)It Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician 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 activated 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. 1. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All components of the Sentrlcon *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. 21 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. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon" System a. Apex wilit (I)so notify the Customer; (2)offer Customer the alternatives of either using it different form of termite protection or discontinuing the relationshlp(notet Conventional "liquid barrier" method of termite control may not offer an effective means of controlllng' 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 relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet receivedr (4)if the Customer elects to discontinue the relationship, or If Apex cannot offer an effective dlfferent.form of termite protection, refund to the Customer an amount equal to the fee pald for services not yet received, andi,(S)retrlove, or advise DowElanco•or Its representatives where to retrieve, the Components from the Customer's premises; and b, the Customer will; (1)graat Apex and DowElanco or Its representative reasonable access to the premises for the retrieval oftheComponents; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relatlonship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the Initial installntion, Prior to; (1)the Structures) being structurally modified, altered, or otherwise changed or; (2) to any termlticlde being applied on or close tothelocationofanyStation, or; (3) soil Is removed or added around the foundation, or; (4) any tampering•of baiting equipment or suppliesoccurs, the Customer will Immediately notify Apex in writing. Failure to notity Apex in writing of the events listed above may void thisAgreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customersexpense, 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 4ny partoftheCustomer's property, plants, or animals, Under no circumstances or conditions shall Apex be responsible for damage caused at thetimetheworkIsperformedexceptthosedamagesresultingfromgrossnegligenceonthepartofApex. PAYMENT/DEFAULT, All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located inMerrittIsland, Brevard County, Florida, In the event of fallure to make payment when due, or any other default by Customer (1) Apex maywithoutnotice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue atthehighestrateallowedbylawduringtheperiodofanydelinquency, and (3) Customer agrees to pay all costs and attorneys fees incurred byApex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brovard County, Florida, If any part of this Agreement isholdtobeInvalidorunenforceableforanyreason, the remaining terms and conditions of this Agreement shall remain In full force and. effect. CHANGE IN LAW. In the event of a change in applicable law as It pertains to the services promised herein, Apex reserved the right torevisetheannualextensionchargeorterminatethisAgreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex Is prevented from fuiniiingItsresponsibilitiesunderthetermsofthisAgreementbyanyreasonofdelaysintransportation, shortages of fusVor materials, sttikcs, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover e or grade alterations; and Apex will not beresponsiblefor; I)termite damage resulting from water leakage; (2)termlte damage resulting from masonry fallur (3)termits damage resulting from direct wood to $oli contact; (4)furniture and contents; (S)areas of existing damagerepairedbyCustomer's evidence of receipts. unless areas have been ARBITRATION, Not withstanding any provision contained herein regarding litigation, in the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures fotcommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and In accordance with and subject to all' tht' 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 gIS, Thiproceedingshallbegovernedbyonearbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or It: designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wilbellnalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individunl'baslsandnotaclasswidebasis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties anynootherrepresentationsofstatementswillbebindingontheparties, REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and brelievedofanyliabilityhereunderIfApexdetermines, In its sole discretion, that It Is unable to prevent or stop farther damage to Propertfromsubterraneantermiteactivity. Partial refunds may be made under the discretion ofApex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROpERTY. Any claims under the terms of this Agreement must be made Immediately In writing tTheApexCorporateOffice. Apex is only obligated to perform under this Agreement If the Customer allows Apex access to the IdentinePropertyforanypurposecontemplatedbythisAgreement, including but not limited to re -Inspection, whether the Inspection was roqucstcbytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a perlod of 1 (one) year from its effeetive•date. Initial 12 (twelve) month Period, Customer may transfer or assign this Agreement with a transfer fee payable to Apex After t within hthirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area 08 S Plumosa St. Merritt Island, FL 32952 407-459.2847 00-929.2847 Orlando Arcot 7006 Stapoint Ct, NG Winterpark, FL 32792 407.858.0540 88-764.2847 Tampa/Sarasota Area 314 Faulkenburg Rd N Tampa, FL 33510 813.221.2847 877.459.2847 1111111UIYIVU111U111Y 1®11t11feUipultuu 3 q 'Ltsl i-va V64 THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE WMI CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05176 PG 0446 CLERK'S # 2004010990 RECORDED 011231M 01103,00 RM RECORDING FEES 6.00 RECORDED BY $ O'Kelley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordancewithChapter713, Florida Statutes, the following information is provided in the Notice of Commencement. Description ofppropert : Lot(s) 53, 79, 96, and L9 BakersCrossing Phase 2, Plat Book 62, Page(s) 97-99, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner( s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, 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 #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, 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 providedbySection713.13(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 Section713.13(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 differentdateisspecified): D. P by: Corporate STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of , 2004 by Robert A. Lawson Assistant Secretary of D.R. Horton, Inc., a e aware Corporat An,on fbehKalf ofthecorporation. He/SheispersonallyGowntome. Notary Public, State and County Aforesaid OFFICIAL .. ARYSEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMM` 71c10'; '71' P. FJLY 26,2006 a Mignature CLNotary Seal MARYANNk MOORS! CLERK OF CIROU11 WURI 1r1.t1R1laA AN b-06-203 7:09AM fRUM r1!{r.!p'Ya.. ••1 .. IIF Y,•y >'M'f!`Rk,Y /Nr; •'.4"Y et 1"p..._- :. S - Permit Xy4 - Job Address: Description of Work: CrTY OF SANFORD PERMIT APPLICATION / DaW , : 3 p 3 - 01 Historic District: Zoning: Value of work: S Permlf Type, Ruildjrlg.,,,_, Elcctsical •, Mechanical Plumbing __.,— Firn Sprinkler/Alarm Pool lec rlelil: New Sefy110 - X of AMPS sa. Addition/Allefation Chanbe of Service r•_ Temporu"ry Pole MceAanleal Residential Non.Resi cntiel iicplaeemenl New (Duct Layout & Energy CAIc. Required) Plumbing! New Commercial: K of Fixtures # of water & Sewer Lines X of Gas lines _ Plumbinr/ Ntw Residential: k of Water Closets Plumbing Repair- Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: -- Construction Type: X of Stories: X of Dwelling Units: flood zone: , (FEh11A form required for other than x) Parcei r: Owners Name & 2' Attach Proof ofOwnership & Phone: _ Contra tar Name & Address: V I.L-.TPn/S .1 - t State Llucnse NY -her' Phono & Fax:2^ Contact Person: _.... Bonding (: nrnpany:.— Addrox:- Mortgage Lender: Address , ArckittrdEngincer: Addre3s: Phone. Fa a: Application is hereby made to obtain a pormit to do the work and installations as indicated. I certify that no vnrrk or installation has comrntnced prior to the issuanceofapermitandthatallworkwillbeporfntmcdtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 understand that a separate permitroustbesecuredforELECTRICALWORKPLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ote. OWNER' S AFFIDAVIT: I certify that allof the foregoing information i+ accurate and that all wwit will be done in compliance with sit applicable laws regulating constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY, IF YOU INTEND TO OBTAIN FiNANCWC, CONSULT WrrH YOUR LENDER OR AN ATTORNEY BEFORE gHC'ORUI'NOYOUR NOTICE OF COMMENCEMENT. NOTICE: in addition in the requirttntnta of thin permit. there may he additional restrictions applicable to this property that nny be found in the public m4ceds of thiscounty, and that may be additional permits required from other governmental cv "hw aoeh as water m,tnogement districts, state agencies, or federal agencies, Acceptance of permit is veritication that I will notify the owner of the property of the requiremenis o tlorida Lie Signature of Owner/Agent Dale tiignaturt of Con—tor/Agent l/ fib Date Cla V.. Print Owncr/Agcn1's Name Prinz unhxtorrAgunt's r t i t f Florida Uzz SignatureofNutwy-Stara of Florida natu .. ignnture of Nu , y 5 t iwocr/ngant is PerfunDlly Known tar 14a tar ic vwraetnr/ A;cnt Is ; Prrs6113ily Known lu Mc 1n Yruducutt 117 _ produceri it) APPLICATION Al'PROV ED 0Y: 11149: _- • /.uoutg:. .. .. I,itiliuus: __ --- iD. _ initial AL Wiu) (Initial &, Dwe) (In tial tl Datc) (I wti:,l, Ditci Spccial ckvditinns: Marie A. Zettlemoyer YPCommission #DD221380 Expires: Jul 15, 2007 y?. Bonded Thru Atlantic Bonding Co., Inc. y CORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2879 i1it1A Builder: DR HORTON Address: =t1 Permitting Office: City, State:' > _ - I 1 Permit Number: Owner: D.1rZ - VrPo Jurisdiction Number: Climate Zone: Central , 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 60.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.05 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2872 ft2 c. N/A 7. Glass area & type a. Clear - single pane 319.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 , a. Electric Heat Pump Cap: 60.0 kBtu/hr , c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.25 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=5.0, 173.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 460.0ft2 c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 876.0 ft2 _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 785.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 622.0 ft2 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, 2091.0 ft2 _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Gross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Una AH: Interior Sup. R=6.0, 320.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33937 PASSTotalbasepoints: 38807 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: -t)F d DATE: 03 - o2 I hereby certify that this building, as designed, is in ompliance with the Flor'da Energy Pode. OWNER/AGENT `f ] , DATE: I 1 - ) - Cr' Review of the plans and 4 T}18 ST9specificationscoveredbythiso calculation indicates compliance with the Florida Energy Code. Before construction is completed a this building will be inspected for compliance with Section 553.908 Florida Statutes. coD Mo BUILDING OFFICIAL: PLANS REVIF-WEDDATE: ,..-..r ,sr- c A urt-w EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 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 2872.0 25.78 13327.2 Single, Clear W 1.0 10.0 32.0 53.47 0.99 1701.9 Single, Clear W 4.0 15.0 8.0 53.47 0.90 385.7 Single, Clear W 4.0 7.5 10.0 53.47 0.72 385.5 Single, Clear S 1.0 15.0 16.0 44.66 0.99 709.6 Single, Clear E 1.0 17.0 16.0 59.31 1.00 945.6 Single, Clear E 1.0 22.0 16.0 59.31 1.00 946.2 Single, Clear E 1.0 13.0 53.0 59.31 1.00 3128.7 Single, Clear N 1.0 5.0 10.0 27.96 0.96 268.9 Single, Clear N 1.0 7.0 23.0 27.96 0.99 633.5 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 Single, Clear W 1.0 12.0 30.0 53.47 1.00 1597.3 Single, Clear S 1.0 6.0 60.0 44.66 0.94 2529.5 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 As -Built Total: 319.0 15633.8 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 622.0 0.70 435.4 Concrete, Int Insul, Exterior 3.0 876.0 1.40 1226.4 Exterior 1661.0 1.90 3155.9 Frame, Wood, Exterior 11.0 785.0 1.90 1491.5 Frame, Wood, Adjacent 11.0 622.0 0.70 435.4 Base Total: 2283.0 3591.3 As -Built Total: 2283.0 3153.3 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 2091.0 2.13 4453.8 Under Attic 19.0 2091.0 2.82 X 1.00 5896.6 Base Total: 2091.0 4453.8 As -Built Total: 2091.0 5896.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 173.0(p) 31.8 5501.4 Slab -On -Grade Edge Insulation 5.0 173.0(p 31.70 5484.1 Raised 460.0 3.43 1577.8 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 7079.2 1 As -Built Total: 633.0 4656.1 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 IFORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:. , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 2872.0 14.31 41098.3 2872.0 14.31 41098.3 Summer Base Points: 55516.3 Summer As -Built Points: 61313.1 Total Summer Points X System -- Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 55516.3 0.4266 23683.2 61313.1 61313.1 1.000 1.00 1.087 x 1.150 x 0.90) 0.283 1.125 0.283 0.950 0.950 18544.5 18544.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeWFIaRES'2001 FLRCSB v3.2 FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Point 18 28T2.0 5.86 3029.4 Single, Clear W 1.0 10.0 32.0 10.74 1.00 343.5 Single, Clear W 4.0 15.0 8.0 10.74 1.01 87.0 Single, Clear W 4.0 7.5 10.0 10.74 1.05 112.5 Single, Clear S 1.0 15.0 16.0 7.73 1.00 123.3 Single, Clear E 1.0 17.0 16.0 9.96 1.00 159.8 Single, Clear E 1.0 22.0 16.0 9.96 1.00 159.7 Single, Clear E 1.0 13.0 53.0 9.96 1.00 529.7 Single, Clear N 1.0 5.0 10.0 12.32 1.00 122.9 Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 1%0 Single, Clear W 1.0 12.0 30.0 10.74 1.00 322.1 Single, Clear S 1.0 6.0 60.0 7.73 1.01 467.7 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 As -Built Total: 319.0 3128.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 622.0 1.80 1119.6 Concrete, Int Insul, Exterior 3.0 876.0 3.80 3328.8 Exterior 1661.0 2.00 3322.0 Frame, Wood, Exterior 11.0 785.0 2.00 1570.0 Frame, Wood, Adjacent 11.0 622.0 1.80 1119.6 Base Total: 2283.0 4441.6 As -Built Total: 2283.0 6018.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 2091.0 0.64 1338.2 Under Attic 19.0 2091.0 0.87 X 1.00 1819.2 Base Total: 2091.0 1338.2 As -Built Total: 2091.0 1819.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 173.0(p) 1.9 328.7 Slab -On -Grade Edge insulation 5.0 173.0(p 2.40 415.2 Raised 460.0 0.20 92.0 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 420.7 1 As -Built Total: 633.0 412.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2872.0 0.28 -804.2 2872.0 0.28 804.2 Winter Base Points: 7758.4 Winter As -Built Points: 10832.4 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 7758.4 0.6274 4867.6 10832.4 10832.4 1.000 1.00 1.078 x 1.160 x 0.92) 0.414 1.150 0.414 0.950 0.950 4897.7 4897.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT M 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 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 23683 4868 10256 38807 18544 4898 10495 33937 PASS EnergyGauge' 14 DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 v ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score, the more efficient the home. 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 (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent 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. Ali: Interior b. N/A New _ 12. Cooling systems Single family _ a. Central Unit I _ 4 _ b. N/A No 2872 ft' c. N/A 319.0 ft' _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 112 _ 0.0 ftz b. N/A R=5.0, 173.0(p) ft _ c. N/A R=11.0, 460.0112 14. Hot water systems a. Electric Resistance R=3.0, 876.0 W _ R=11.0, 785.0 ft2 _ b. N/A R=11.0, 622.0 112 _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2091.0 ft= _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup, R=6.0, 320.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: i'Y)ti]%¢ Date: I I ai Cap: 60.0 kBtwbr _ SEER:12.05 _ Cap: 60.0 kBtu/hr _ HSPF:8.25 _ Cap: 50.0 gallons _ EF: 0.86 aT RE Address of New Home:, 1 us '-k11G WA, City/FL Zip kVFO ET PT, NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStarrudesignation), your home may qualifyfor energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucfedu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommunity Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) 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 wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; 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, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; 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 cfrn from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. RA.22 nTI-IFR PRFSCRIPTIVF MFASIIRFS lmsct ho mat nr oxcnarlarl by n11 racirianr•ec 1 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 efficient 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 Separate 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. EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeOtFlaRES'2001 FLRCSB v3.2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For: DR HORTON Notes: Desicin Information Weather: Orlando —AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 40970 Btuh Structure 35571 Btuh Ventilation air 0 cfm Ventilation 1485 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 40970 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 36315 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Internal gains 1150 Btuh Ventilation 2212 Btuh Heating Cooling Infiltration 4526 Btuh Area (ftz) 2872 2872 Total latent equip. load 7888 Btuh Volume (ft') 22976 22976 Air changes/hour 0.70 0.40 Total equipment load 44203 Btuh Equiv. AVF (cfm) 269 153 Heating Equipment Summary Make TRANE Trade Efficiency 8.4 HSPF Heating input Heating output 0 Btuh @ 470F Heating temp rise 0 OF Actual heating fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Space thermostat Cooling Equipment Summary Make TRANE Trade Efficiency 10.0 EER Sensible cooling 40600 Btuh Latent cooling 17400 Btuh Total cooling 58000 Btuh Actual cooling fan 1933 cfm Cooling air flow factor 0.054 cfm/Btuh Load sensible heat ratio 82 % Boldgtalic values have been manually ovenldden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wnghtsoft RigM Sufte Resider*Wa 5.0.64 RSR26015 2002-Feb-28 13:29:06AM1E:\Fifeskhhorlon\2879\2879REVD.rs Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 22976 ft3 x 0.0167 = 269 cfm 2. Winter infiltration load 1.1 x269 cfm x 32 OF Winter TD = 9454 Btuh 3. Winter infiltration HTM 9454 Btuh / 355 ftZ Total window = 26.6 Btuh/ftz and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 22976 ft3 x 0.0167 = 153 cfm 2. Summer infiltration load 1.1 x 153 cfm x 18 OF Summer TD = 3039 Btuh 3. Summer infiltration HTM 3039 Btuh / 355 ftz Total window 8.6 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/lb moist.diff. x 153 cfm = 4526 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 OF Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 35571 Btuh Sum of ventilation and structure loads = 37056 Btuh Rating and temperature swing multiplier x Equipment sizing load = 0.98 36315sensible Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/Ib moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 4526 Btuh Equipment sizing load - latent = 7888 Btuh Construction Quality is: a No. of Fireplaces is: 0 Bolditalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. VNfI0ii'7tSOft RigM-Suite Residerdial- 5.0.64 RSR26015 2002-Feb-28 13:29:06 AM E:V:iles\drhodon\2879\2879REVD.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LACE MARY, FL 32746-6205 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K 1 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 LIV/DIN/FOY a n, nw a c n 0 d 1 1 90 1.0 1.0 5.0 5.0 39.4 32.0 0.0 a n sw a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 23.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 5.0 7.0 62.4 7.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 1.0 3.0 62.4 9.0 0.0 LAUNDRY RM WIC SITTING RM a n sw a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 47.4 16.0 0.0 MASTER BATH a n se a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 47.4 16.0 0.0 MASTER BEDRM a n se a c n 0 d 1 1 90 1.0 1.0 17.0 5.0 47.4 16.0 0.0 MASTER HALL BATH FAMILY RM b n se a c n 0 d 1 1 90 1.0 1.0 6.0 7.0 47.4 53.0 0.0 KITCHEN a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 39.4 10.0 0.0 BEDRM 2 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 UP BATH RM ACTIVITY RM a n nw b c n 0 n 1 1 90 1.0 1.0 7.0 5.0 62.4 30.0 0.0 a n sw b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 76.4 60.0 7.6 ti wnghtsoft RWSuite Residential- 5.0.64 RSR26015 2002-Fea28 13:29:06 E:\Files\drhorton\2879\2879REVD.rsr Page 1 BEDRM 4 a n sw b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 15.0 1.9 BEDRM 3 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 Ai vv ightSOf-t Right -Suite Residential"' 5.0.64 RSR26015 2002-Feb-28 13:29:06 E:tFiles\drhortont2879t2879REVD.rsr page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: ttn Ed. 1 Name of room Entire House LN/DIN/FOY LAUNDRY RM WIC 2 Length jot;exposed wall 314.5 ft 61.5 ft 11.0 ft 19.0 ft 3 Room dimensions 20.0 x 21.0 ft 15.0 x 6.0 It 13.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 ft heaticool d 8.0 fli heat/cool 8.0 ft heaticool 8.0 "1 heat1cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Cig Htg Clg OF) Htg Clg ft2) Htg I Clg ft) Htg Clg 5 Gross a 14B 4.6 2.1 1028 284 0 88 Exposed b 12C 2.9 1.9 1000 64 0 0 walls and c 13C 3.2 1.2 552 144 88 64 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 264 9757 71 2624 0 0 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0""' 0 0`»' d 0.0 0 0•»• 0 0 0 0 0 0- e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 9'»• 261 0 0 0 0 0- 0 glass doors NE/NW 51.4 88 4525 48 2259 0 0 0 0 Coding E/W 0.0 0'"' 0 0 0 0•"' 0 0 0 SE/SW 54.3 220 11927 23 1090 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0'»" 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 38 717 484 20 378 255 18 340 229 0 0 0 b 0.0 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 0 9 Net a 14B 4.6 2.1 862 3972 1775 229 1055 472 0 0 0 88 406 181 exposed b 12C 2.9 1.9 849 2445 1650 48 138 93 0 0 0 0 0 0 walls and c 13C 3.2 1.2 534 1682 625 144 454 168 70 221 82 64 202 75 partitions d 0.0 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 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2134 3619 4750 420 712 935 0 0 0 0 0 0 b 0.0 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 0 d 0.0 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 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 233 3050 0 62 807 0 11 144 0 19 249 0 Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 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 0 for slab a 0.0 0.0 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 0 0 0 12 Infiltration a 26.6 8.6 3551 9454 30391 91 24241 779 181 479 1541 0 01 0 13 Subtotal loss=6+8..+11+12 37246 8592 1184 856 Less extemal heating 0 0 0 0 Less transfer p 0 0 0 14 Duct loss 10°/ 3725 10° 859 10° 118 10°/ 86 15 Total loss = 13+14 40970 9451 1302 942 16 Int. gains: People @ 300 5 1500 0 0 0 0 0 0 Appl. @ 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8..+12+16 32337 6052 1065 256 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10 3234 10°/ 605 10% 107 10T 26 19 Total RSH gain=(17+18)'PLF 1.00 35571 1.00 6657 1.00 1172 1.00 282 20 Air required (cfm) 0 1933 0 362 0 64 0 15 Printout Certified by ACCA to meet all requirements of Manual J 7th Ed. wr gl'fttsoirt Right -Suite Residential TM 5.0.64 RSR26015 2002-Feb-28 13:29:06ACCkE:\Fi1es\ddioftn\2879\2879REVD.rsr pap 1 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: tin td. 1 Name of room SITTING RM MASTER BATH MASTER BEDRM MASTER HALL BATH 2 Length ofexposed wall 10.0 ft 11.0 ft 13.0 ft 0.0 ft 3 Room dimensions 10.0 x 10.0 It 10.0 x 11.0 ft 13.0 x 21.0 It 6.0 x 5.0 ft 4 Ceiings Condit. Option 8.0 Ill heat/cool 8.0 It heat/000l 8.0 ftheat/cool 8.0 it heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Cig fi2) Htg I Clg ft2) Htg I Clg 112) Htg Clg ft2) Htg Clg 5 Gross a 14B 4.6 2.1 80 88 104 0 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 16 591 16 591 16 591 0 0 glass doors b 8C 37.0 0 0 0 0- 0 0- 0 0 Heating c 9C 38.7 0 0 0 0 0 0- 0 0 d 0.0 0 0 0 0- 0 0 0 0 e 0.0 0 0 0 0 0 0•"" 0 0 f 0.0 0 0•"• 0 0 0 0•"' 0 0 7 Windows and North 27.6 0- 0 0 0 0 0 0 0 glass doors NE/NW 51.4 0 0 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/ SW 54.3 16 758 16 758 16 758 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0'"" 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 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 0 9 Net a 14B 4.6 2.1 64 295 132 72 332 148 88 406 181 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 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 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 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 0 d 0.0 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 0 i 0.0 0.0 0 0 0 0 0 00 0 0 0 0 0 11 Floors a 22B 13.1 0.0 10 131 0 11 144 0 13 171 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is dispf. d 0.0 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 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26,61 8.6 16 426 1371 16 4261 137 16 426 137 0 0 0 13 Subtotal loss=6+8..+11+12 1444 14941 1594 0 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 100/4144 10°/ 149 10°/ 159 10°/ 0 15 Total loss = 13+14 15W 1643 1753 0 16 Int. gains: People @ 300 0 0 0 0 1 300 0 0 Appl. @ 1200 0 0 0 0 0 0 0'»' 0 17 Subtot RSH gain=7+8..+12+16 1027 10" 1377 0 Less external cooling 0 0 0 p Less transfer 0 0 0 0 18 Dud gain 100/••'" 103 10°/ 104 10°/ 138 10°/ 0 19 Total RSH gain=(17+18)•PLF 1.00 1130 1.00 1148 1.00 1514 1.00 0 20 Air required (cfm) 0 61 0 62 0 82 0 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsofit RighlSuite Residential"' 5.0.64 RSR26015 2002-FW28 13:29:06 E:\ Files\dd* ton\287912879REVD.rsr Page 2 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 MANUAL J: /tn La. 1 Name of room FAMILY RIM KITCHEN BEDRM 2 UP BATH RM 2 Length of exposed wall 36.0 ft 12.6 It 28.0 ft 11.0 ft 3 Room dimensions 17.0 x 19.0 It 12.0 x 17.0 It 16.0 x 12.0 ft 11.0 x 13.0 It 4 Ceiings Condit. Option 8.0 ftheat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Cig W) Htg Clg ft2) Htg I Cig ft2) Htg Clg ft2) Htg Clg 5 Gross a 14B 4.6 2.1 288 96 0 0 Exposed b 12C 2.9 1.9 64 0 96 0 Walls and c 13C 3.2 1.2 0 0 128 88 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 0 0 10 370 15 554 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 0 0 0 0 0 0 0 0 glass doors NE/NW 51.4 0 0 10 394 0 0 0 0 Cooling E/W 0.0 0- 0 0 0 0- 0 0 0 SE/ SW 54.3 53 2512 0 0 15 711 0 0 South 0.0 0'"• 0 0 0 0 0 0 0 Hom 0.0 01 0 0'"" 0 0 0 0 0 8 Other doors a 1 to 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 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 0 9 Net a 14B 4.6 2.1 235 1083 484 86 396 177 0 0 0 0 0 0 exposed b 12C 2.9 1.9 64 184 124 0 0 0 81 233 157 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 128 403 150 88 277 103 partitions d 0.0 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 0 I 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 323 548 719 204 346 454 192 326 427 143 243 318 b 0.0 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 0 d 0.0 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 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 36 472 0 12 157 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 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 0 for slab a 0.0 0.0 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 0 0 0 12 Infiltration a 1 26.6 8.6 53 1411 4541 10 266 86 151 399 128 0 0 0 13 Subtotal loss=fi+8..+11+12 5658 1536 1916 520 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10 °/ 566 10 °/ 154 100/ 192 10 *A 52 15 Total loss = 13+14 6223 1689 2108 572 16 Int. gains: People @ 300 4 1200 0 0 0 0 0 0 Appl @ 1200 0 0 1 1200 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 5493 2311 1574 421 Less external cooling o 0 0 0 Less transfer 0 0 0 0 18 Duct gain 109/ 549 10° 231 10 OA157 10°/ 42 19 Total RSH gain=(17+18)•PLF 1.00 6043 1.00 2542 1.00 1731 1.00 463 1201Airrequired (cfm) 01 32$ 0 138 0 94 0 25 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wtrtghts4= 019C Right -Suite Residential TM 5.0.64 RSR26015 2002-Feb-28 13:29:06 E: 1FilesWrh rton\2879t2879REVD.rsr Page 3 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) 831-2665 MANUAL J: (In La. 1 Name of room ACTIVITY RM BEDRM 4 BEDRM 3 2 Length of exposed wall 59.0 It 15.0 ft 28.0 It 3 Room dimensions 25.5 x 20.0 It 15.0 x 10.0 It 16.0 x 12.0 It 4 Ceiings Condit. Option 8.0 ftl heat/cool 8.0 ft heat/cool 8.0 ft heallcool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg I Cig W) Htg Clg ft') Htg CIg Htg I Cig Htg CIg 5 Gross a 14B 4.6 2.1 0 0 0 f... Exposed b 12C 2.9 1.9 432 120 224 walls and c 13C 3.2 1.2 40 0 0 partitions d 0.0 0.0 0 0 f.,a aa 0 e 0.0 0.0 0 a«. 0 0 6 Windows and a 1C 37.0 90 3326 15 554 15 554 glass doors b 8C 37.0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 7 Windows and North 27.6 8 222 2 39 0 0 glass doors NE/NW 51.4 30 1872 0 0 0 0 Coding E/W 0.0 0- 0 0 0 0- 0 SE/SW 54.3 52 4006 13 621 15 711 South 0.0 0- 0 0 0 0 0 Horz 0.0 0- 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 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 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 342 985 665 105 302 204 209 602 406 walls and c 13C 3.2 1.2 40 126 47 0 0 0 0 0 0 partitions 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 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 510 865 1135 150 254 334 192 326 427 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 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 59 774 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 perimeter c 19G 1.1 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 Infiltration a 1 26.61 8.6 90 2397 7701 15 3991 128 151 399 128 13 Subtotal loss=6+8..+11+12 W62 1511 1881 Less extemal heating 0 0 0 Less transfer 0 0 a 0 14 Dud loss 100/ 906 100% 151 10-A 188 1% 15 Total loss = 13+14 9968 1662 2070 a.af 16 Int. gains: People Q 300 0 0 0 0 0 0 Appl. Q 1200 0 0 0- 0 0 0 17 Subtot RSH gain=7+8..+12+16 8718 1326 1673 Less external coding 0 0 0 Less transfer aa.a 0 f,. 0 a 0 18 Dud gain 10 872 10 OA 133 1OOA 167 19 Total RSH gain=(17+18)•PLF 1.00 9590 1.00 1459 1.00 1840 201 Air required (dm) 0 521 f 0 79 0 100 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsofit Rigtd-Suite ResiderdialTM 5.0.64 RSR26015 2002-Feb-28 13:29:064ME:\FBes%drhorton\2879\2879REVD.rsr Page 4 7 baM duCt to roof CapI' — Must havv a vinhum Oearonce of 4 MOWS around the alr handler per the State Energy code. Alt duct has an r=6 YKulatbn value. N ob N CO g b.th duct r.ar C.p f.n r rn m z0 d¢t N C.p W Wf— A/C SLAB Q 0 R MIN I WALL duct p Rating zor N co z 0 z 0 WH Q 7 J O- Q X mEL _ (n00 t. 4: ENGINEERING PACKAGE hk BUILDER: PROJECT: MODEL/BUILDING: Gct- (yY N4 z REVISION DATE: y/ A WK103 - JV NEW LOAD: A'E'a/ CARPENTER CONTRACTORS OF AMERICA, INC. rifffr= 3900 AVENUE G. N.W. L WINTER HAVEN, FLORIDA 33880 PH ( 800) 959-8806 FAX (941) 294-7934 D=ftvid Norris Engineenrg < Engineering. and Drafting Services ResidentW • CornmercW Please & Ens. - hopecdons - Permitting - speciafithm in church Desigm 112 Coh mn Roacd, VAnter Haven, FL 33980 Phone; (941) 299404.8 Pages- (941) 965.6956 Fax; (941) 291-4305 TO WHOA IT MAY CONCERN: This letter is intended to address the issue of deflection in roof trusses. As an unavoidable fact of physics, 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 spocific truss design, the difference in deflection &Mounts of tru avers adjoining different design conditionsmay poser an aeasathei ic problem in the ceiling and/or roof plane. One procedure that may minimize the appearance of noticeable deflection difference would be the installation of 1 /2" TRK. x 1. 6" high l,PX CDX (or O.SB) strangba•cks stagg®red throughout the area of concern, prior to a applying any dead load. The plywood- strongbacks should be nailed to each truss with (8) 10d nails - stacked throughout the 16" height of the stongback. In lieu. oaf- plywood strrangbacks, 2 x 8. #2 southern Pine strongbaac• ks raay be used or 2 x 8 #3 S.P. with no knots or impsrfortions in the bottom surface. The 2 x 8 s•trongt4cks should be railed to each .truss with (3) 1 6d nails into each truss. Either ahoicer of strangb.acks should tie the trusses together and provide'a more uniform derflection in the: area of transition. The strongback bracing material is in addition to any permanent building bracing specified.by building designer and/or truss manufacturer, and will not adversely affect the perf.armance of the roof trusses in any way. I. f you have any questions, g1sx-se: feel.free to contact Bob Michaelis at Carpenter Contractors of America, Inc. (813-) 29-4.- 6449. Sincerely, DqJ y David R. X-orriaa; r' P. E. FLU . 3.2196 J- \ November 16, 2001 Carpenter Contractors of America, Inc. 3900 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: 100 mph fastest -mile wind speed Residential construction Enclosed building do meet the wind loading requirements ofthe Florida Building Code for: 120 mph 3-second gust wind speed Residential construction Enclosed building (landward of the wind-borne debris region) Exposure B If you have any questions or if I can be of further assistance, please call me. S' e T 11-16-01 Walter P. Finn, PE Senior Chief Engineer WA43 ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive - Haines City, FL 33844 - (863)4224685 - (800)755-6001 0 ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City, Florida 33844 • (941) 422-8685 October 25, 1996 Mr. Jim Nick Carpenter Contractors 3900 Avenue G, N.W. Winter Haven, FL 33880-6201 Dear Jim: This is to confirm our conversation earlier today that a 2x4 utility grade Spruce -Pine -Fir may be used in lieu of a 1x4 #3 Hem -Fir, far continuous lateral bracing. If we can be of further assistance or- if you have any questions, please give me a call. Sincerely, ALPINE ENGINEERED PRODUCTS, INC. Walter P. Finn, P.E. Senior Chief Engineer MollsA G- dil A Sh:athlno - TP PRMVLNT THIS= EA I LURL r ANGIIOR mst: i Capraaionwebit- RE 'ININ'"1'fl£: 00weandIdler OR ST — buckling.LA'f9"L BRACING! di ffel ertt; ca fi !'rat ois (>?`INK YtIAMYtI ;)tie. tt ;1 ; 9. The y.l taagtt tt +BR) Brace .. tlu lat e>za aye 2xd'$ -Z• ) , the ends of CwM+ttnuoyrlwerelbrachp 'USE METHOD SHOWN AT which are attached to TOP aQ''0 Chgrds. '1'tle diagonal r ;t ;; matntsbtaipacbpbsrt' 4 6', OR ANOTHER brace to._be attached to one F8Ce of Web member., RII , wrtghef.yrallir+sktioy `STRUCTURALLY SOUND temallm, MET1iO0 SPECIFIEp BY Aloine,staadatd dnwipg 1}7sbaws vaMUS tYPa ofanchorage or restraints for PROFESSIONAL ENGINEER roatinaota lateral"braciag, Amaugthem isa case wherethe web lateral bracing isarx{iZ by a diagonal Mace at 0$om a horizoaul lane. A S degrtt8ewinsfor !ruse% OR ARCHITECT . deviation is stsucwrallY acceptable ' the deygtt is greater than s degrees, a second diagonal bran shall tw suchastoMake an"x"- The CLB as soilQaftbothsendsoftbisdiagGnalabract' gtiall be aochorcd with 2- ibd common nails FINK STYLE MMPLL ADJACENT TRUSSES = ANtxiORiGS '$Y BUTILDING, DESICftIER DIAGONAL BRACE R[iS'I'RAIN1'' TRUSSES SCISSORS ,• Other 'aticiiorage' prow siolit; 'for WITHIN 'THE 'UNIT (1A & 36) STYLE) o>alex types of wall ) .. _ St aa1111ny 8t.eathtrgl Artclrorsas Wy buildlrry - .. Cowpsoaa#ae. wab-slopiny leaionaf)'1Mo'fofW.and ,. at; voiaoal, or web wall-rRfrainf,{at+tN -; 000dlaq braclny. lraclrg, tl.ilfy pywntinyt buekli+ rp : 4¢'; c Cantlnuau4statwal brace 4i q .. ;. ContinuousIeyrNtwrelny. flraknna! Ixaca'nallnd fu oRpolli tide 91 wabprevsnlf •. cornprefaion web . lntwal mowasant wMl eb4uld l> r lei+aatar at airl to Imately 7tl lent tntyvalf. -. -- - Accoch., K1"ch Ce41rg - oa4 to olwrdd n' f J! Olsgaaalbraceyy'"trayacaa did* of web or wra than ] ts4orei., dopoadL{r# alit us 1atotal baoo*. fCW54 ": 01 rr o cr,_ 0AT 10l06/94 Ep It 000Thisisarecommendationonly. Permanent bracing for all structural elements and anchorage to accomplish i38{;i : 137 the transfer of the loads to other structural elemens of the building to achieve total structural integrity is the a< - responsibility of the building designer per Florida Building Code. TRUSS`` oAli jate` Qooc ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City, Florida 33844 • (941) 422-8685 October 25, 1996 Mr. Jim Nick Carpenter Contractors 3900 Avenue G, N.W. Winter Haven, FL 33880-6201 Dear Jun: The strongbacks on sealed Alpine Engineered Products, Inc. drawings for floors are not considered in the structural analysis of the floor trusses. However, strongbacks or other suitable load sharing bracing at approximately 10' o.c. is specified in TPI's Design Standard for Metal Plate Connected Wood Trusses. Ix3 cross bridging may be used as an alternative to strongbacking. Cross bridging should be attached with (2) 8d nails at the ends. If there are any more questions regarding this matter, please give me a call. Sincerely, ALPINE ENGINEERED PRODUCTS, INC. W te'fPFinn, P.E. Senior Chief Engineer 2 FOR LOADING, LUBBER, PLATES AND OTHER DRTR NOT SHOWN HERE, SEE ALPINE DESIGN DRAWING USED IN CONJUNCTION WITH THIS DETAIL. NOTE: DETAIL FOR BEARING NOT LOCATED DIRECTLY UNDER VERTICAL WED. CENTER LINE OF VERTICAL WEB. 30TTOM CHORD DEPTH A j NOTE: DISTANCE f/A/f MUST NOT EXCEED THE DEPTH OF THE BOTTOM CHORD. a r PLT. TYP.—ALPINE uuatt eteuu`t (R1l(At flat rpj: TPI REF x/IN[ C4iiM[[l[e I[001K11. IMC. r ct c o 0 0 **IMPORTANT** t4wL Noi Rc r[auNsrnc sea a4r WARNING rR M1waL1Nc. talciloo an PSF DATE 8/2) 92 p O O Otv(a1 toY foon tot( rtLiGM 6o 111tf1 1e(pfIcalto4s. al MAY 6611t1Ut. $(I 41(•6t Rr lot. 11( rifts 0151ru PSF DRUG G 911, 3811 O f G7 G fall4e( f0 wlt6 IML twit fM Co4foMMw(e MI [N OfUe Al 1/I foe aoolrloNx ff(ClK /[e,1a,ItM1 6l"" G t O C Gi ALem COMACIee6 etc IWC of 44CA cfty 11((L n(t11Me afil . o1C1[61PSF I'IC-EN-, LR1-I v O. O :m a171 Gs a (Rc(el as NOII0. "I'LY CU"mCIpa( le (acN /nCt Of LVAt f4A(L et MOUG 1LIr 6I"CC6 tltfN Yl l O11105wnu4ut6eu.LRuts( LacAlLe HA 11111 wac4. rouuoM Lr auacuto nfuuue s1nA1x1 r.. IISF 0/11 LEN. Il I' I NF ,—. c6NMtcwu u GRAVING* st6. M L tc6+1 r Ol*IGA uaNwls* auN f.oaltr ortac4is RIC(e cuL/. x 0 o cowoeA 4/lueuea6u fwvttloM6 or Mob t lal. AM cMCINur6 ALn4t ItINNICAL woal[ {1/I/sli 1a6 / rta WalterP. Fidtl, P.E. OUR. FAC. 1'J T RUS S CI Jim go fills awtur AIM Ifs Ie III( COWINNE 11 aCfIClio Hill 04r4xl M tfCaffa4.. liclowus"Ism R C6rr of tilt. No. 22839 TYPE DETAIL O IM ONLY. an *MALL MCI 6( 6(LICo 4ION III 1M1r 6111(6 Oar. o*11G4 10 IN( 1Wts Cef G116N C641 eAC 11M, 1104 3 r= C3 O C7_ O —lot . feasf nal( INlrllul.. N 1 • list KAllwal OISICM f1(Clf ltal lON f6e 4060 tON1 /eyj,., - " ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City, Florida 33844 • (941) 422-8685 October 25, 1996 Mr. Steve Dawson Carpenter Contractors 941 S.W. 12th Avenue Pompano Beach, FL 33069 Re: Nailing Multiple Member Trusses Dear Steve: On Alpine top chord loaded multiple member girders, when all of the supported trusses are sitting directly on the top chord, there is no need for a positive connection between the chords to transfer the load. Therefore the connection shown on the design may be superseded as shown: As each member is applied, fasten together with 16d nails (gunned) or 16d common nails: Top chord 12" o.c. Bottom chord 12" o.c. Webs 4" o.c. If you have any further questions, please give me a call. Sincerely, ALPINE ENGINEERED PRODUCTS, INC. W Finn, P.E. Senior Chief Engineer 1, 4 ALPINE ENGINEERED PRODUCTS, INC. 1950 Marley Drive • Haines City, Florida 33844 • (941) 422-8685 October 25, 1996 Mr. Jim Nick Carpenter Contractors of America, Inc. 3900 Avenue G, N.W. Winter Haven, FL 33880-6201 Re: Number of Nails Increased by 20% Dear Jim: As a guide for calculating the spacing of nails when substituting pneumatically driven 0.128" x 3.0" nails for 16d common nails, increase the number of nails by 20%. This adjustment applies to both lateral and withdrawal values. A "v" pattern is acceptable for staggered nailing as long as the horizontal distance between nails is maintained. The following table lists appropriate nail spacings for the connection of girder plies. SPACING OF 16D COMMON NAILS SPECIFIED IN DESIGN 2" O.C. 3 . 4 5 . 6 . 7 . 8 . 9 . 10 . it . 12 13 . 14 . 15 . 16 . SPACING OF 0.128" X 3.0" PNEUMATIC NAILS 1.7"O.C. . 2.5 3.3 4.2 5.0 5.8 6.7 7.5 8.3 9.2 10.0 10.8 11.7 12.5 13.3 Please note that 2-ply girders need to be nailed from one face only. Sincerely, ALPINE EP4GINEERED PRODUCTS, INC. alter P. Finn, P.E. Senior Chief Engineer H vV 4 I,„ CONDITION „„ L ACON 1 1/2"__I CONDITION "B" CONDITION "C" MAXIMUM TRUSS BEARING CAPACITY CHART For Lumber Crushing) LOADS PERPEEINDICULAR TO GRAIN (*j LOADS PARALLEL TO GRAIN (**) i+iQli 1Q%1 .. .. ............. IyiZT# ji3 t C 1:.... = :: :-......i.... ................. .....-.::::..:... . 1 Rt RI R1 Bearing Dense RN Bearing Dense 2 R 3 Width So. Pine Su. Pine Width So. Pine So. Pine So. Pine L" 660 PSI 480 PSI L" 20M PSI 16M PSI 975 p!:L i12" 495* 360# 112" 1,275# 860# 500# 3/4' 7404 540# 314' 1,900# 1, 290# 7504 1' 990# 720# 1' 2,550# 1,725# 1,000# 1-1/2" 1,485# 1080# 1-112" 3,D25# 2,580# 1,600# 2" 1,980# 1440# 2' 5,100# 3,450# 2,000# 2-1/2" 2,475# 1800# 2-112' 6,375# 4,300# 2,500# 3' 2,970# 2160# 3" 7,650# 5,175# 3,000# 3-1/2" 3,465# 2520# 3-1/2" 8,925# 6,000# 3,500 i 5-112' 5,445# 3960# 5-1/2' 14,000# 9,485# 7-114" 7,175# 5220# 7-114' 18,480# 12,500# Loads MAY NOT be increased for duration factor. Loads MAY be increased by appropriate duration factor. WARNING: ITC LL: TIC DL: LIM K UL: TOT, L Walter P. Finn, F.E.' DUA. F No.22939 R1 REVISED FED 1/22/92 0 T IrL ---- PSF 12/20/90 PSF 1,161,668 PSF FNn• VB TYPE: BEARING CHART TRUSSES REQUIRE IMPORTANT.• ALPINE ENGINEERED PRODUCTS. INC. EXTREME CARE IN HANOUNG, ERECTION AND BRACING. SEE 19-q ISRACINO W000SHALLNOTBERESPONSIBLEFORANYDEVIATIONFROMTHESE SPEGFICATIONS Oil ANY DEVIATION FROM THIS DEMON OR ANY TRUSSES: COMMNTARtT AND RECOMMEN- NCONFORMANCE WITH THEFAILUREi0BUILDTHETRUSS IOR DATKk/S-'TPy.SEE THIS DESIGN FOR A001- TIONAL SPECIAL PERMANENT BRACINGeDUALITYCONTROLMANUAL` BY T%. ALPINE CONNECTORS AREMANUFACTUREDFROM.D GAUGE GALVANIZED STEEL UNLESS REQUIREMENTS UNLESS OTHERWISE SHOWN. OTHERWISE SHOWN. MEETING REOLriR£MENTS Of ASTM MI6 GRADE A. APPLY CONNECTORSTO BOTH FACESAT EACH JOINT TOP CHORD SHALL BE LATERALLY BRACEDWITHPROPERLYATTACHEDPLYWOODSHEA- ANO LOCATE AS SHOWN BEARING WIDTHS ARE 1" NOMINAL THING. BOTTOM CHORD WITH RIGID CEILING 04 TRUSS UNLESS APf'IICABIRE EPROVIS',ONS OfENOS -SANG 1 6 CONFORM NOT SE 7169 DESIGN Nf17H FIRE RETARDANT TREATED LUMBER TPI • TRUSS PLATE INSTITUTE; NDS - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. PROVIDE UPLIFT CONNECTIONS155ATBERRINGS AS INDICATED UPLIFT PLF BRG.LOC (FT): OVER CONTINUOUS SUPPORT UPLIFT BASED ON 10 PSF TOTAL DEAD LOAD. (SBC) WIND SPEED 110 MPH. MEAN HEIGHT = UP TO 30 FT. ENCLOSED FOR VERTICAL LESS THAN 4'0": 1.5X3 ALPINE, 13 WOODLOC. FOR VERTICALS GREATER THAN 440": 2X4 ALPINE. 23 UOODLOC. SPLICE. PEAK JOINT, AND HEEL JOINT PLATES TO MATCH COMMON TRUSS. ALL CHORD GRADES TO MATCH COMMON TRUSS. 2A8LEEND OVERHANGL(DROPPED HEEL SUPPORT THE LGABLE) SPACED OAD FROM 4'0' OU24- D.C., TLOOKERS WORH THE LOAD FROM 12" PLYWOOD OVERHANG (NOMINAL HEEL GABLE). HORIZONTAL WINO LOADS MUST BE TRRNSFERED INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTION RHO DESIGN OF THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. THE BUILDING DESIGNER 1S RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING AND ROOF SHEATHING OIRPHRRGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS. 2X4 OR GREATER CHORDS le REFEREBS TTOGRADE, SPACING, 1 -- RHO BRACING INFORMATION R1 ) STUD SPACING / BRACING 2X4 1) 2X4 2) 2X4 1) 2X6 2) 2X6 ' SO. PIHE DEFLEC- N0 L" L" L" L" N3 T10N BRACE BRACE BRACE BRACE BRACE STUD CRITERIA A) B3 C) 03 L/ 240 3' 10" 7' 7" S' 6" 12' 3" 14' 0" 24" L/ 120 4' 5" 7' 7" 10' 3" 12' 3" 14, 0" L/ 240 4' 4" S' 2" 181111 14' 0" 14, 0" 16" 9' 3" 12' B" 14' 0" NOTE : L/ 240 = STANDARD BUILDING CODE REQUIREMENT FOR BRITTLE FINISH ( STUCCO). L/ 120 = STANORRO BUILDING CODE REQUIREMENT FOR FLEXIBLE FINISH ( SIDING). R) TTRCH WITH 0-2- DIAMETER X 3' NAILS "L21 D. C. INE. AENDZONES; 4"108C. BETWEEN ZONES. B) " LBRACES. DIAMETER X 3" NAILS 3"D.C. IN END ZONES; G' D.0.128" C BETWEEN ZONES. C) (1) 2X6 #2 N SO. PINE "L" BRACE. ATTACH WITH 0.128" DIAMETER X 3" NAILS 2" O.C. 1N ENO ZONES: 4" O.C. BETWEEN ZONES. 0) (2) 2X6 02 N SO. PINE "L" BRACES. ATTACH EACH WI.TH 0.128" DIAMETER X 3" NAILS 3" O.C. IN ENO ZONES, 6" O.C. BETWEEN ZONES. A/,- E ` C Ca3 E CONTINUOUS BEARING LT. YP - A P N Tf'I-95 - 0 0 0 0 0 0 **IMPORTANT*,KAIPINItNGINEtRtO rflfucTf INC. WARNINf'NEwiAWc'uucrtlaN call as MILL NOTIt1VONSIKIFORMyIfoI o OEVINTION FRON Inks 0lf1GN of TNlit Ntc IFIcollo .. W RMY INKING. Itt NII-fI SY Trl. M THIS "So" 0 0 0 0 /SIWR[ TI Wllf /Ml ifWf IN cONFOR,MNCI NITN 81141 SY V1. IN AOOIII"ft FICIAL rERMNlMT IRKING RE G7 G C C ALFINS CONN[cTONI ISO NAK OF &IGA GALV. STESL NE[ll"S ASIN lUlf[1SMALL K LAT GTA[INN INOIIt"Ef. i0P o p p all$ CA I lfC[rl M N0TtO. MPLY COWKC104$ TO SKN FACI of CHWO MCIILL R IATESIIIIT IRKED Silt" MOKS •yy, o LP I NE O ilUlf A110 uxltlt OIA[RNta LOCATES ON TNII DESIGN, POSITION LY ATIKKA nY,aof SHEATHING. follon mac L o ComactORI M OSAUINGS Ilf. 17f f 1llft-F. OEM* /TANOAROS NIIN rROKfty STtKHEO 1G10 CCILIAG -- fEt P. FaL. u., P.E. o cONFOAN NIAPKICAOLE SOvIl10NS OC HOC S Irl. AN [NIIN[EI'S SLr IHE I[CANlCAL. UrOATE Mt/$IT FON rawlit 1190 0 T RUSS o SCALSM aNLY. TNAIq fYNLLHNO1rft10EL1E0 UrONcs To IN[ INMANYtOfM[RCMY.00A[ OtfICNLTO 1M( CIINf 'ERE [faNi c«tRRE INIf No. 22839 0 o C] C] o t ..Trl TRUSS FLATS tHSTITUTt. Has ISfI NATIONAL Ot11GN friClf (CATION i0 11 R1 Rwvised RP 4/17/95 otslcN ino I OUR reC. rna_ F GABLE ECt1NilNA ONE14ittV1TY) TE 04/ 17/95 11 GE- 002 60 PSF 1.25 JO3: **CLG* NOTF_:' SEE APPROPRIATE ALPINE DRAWING FOR LUMBER, PLATES AND UTHEH DATA NOT SHOWN HERE. GABLE STUDS. ATTACH TO TOP CHORD AND BOTTOM CHORD WITH 2X4 ALPINE PLATES OR 24 WOODLOC PLATES. SEE CHART FOR SPACING OF GABLE STUDS. (++) 2X4 SO. PINE #3 GABLE STUDS. ATTACH TO TOP CHORD. DIAGONAL WEBS, AND BOTTOM CHORD WITH 2X4 ALPINE PLATES OR 24 WOODLOC PLATES. ALL ** GABLE STUDS REQUIRE "T" BRACING. "T" BRACING MUST BE TOEN'AILED TO GABLE STUD WITH 100 NAILS AT 4" O.C. PLUS A CLUSTER OF 160 TOENAILS AT THE TOP AND BOTTOM CHORD. SEE DETAIL FOR NAILING. SEE CHART FOR STUD BRACING AND SPACING OF VERTICALS. PLATE AS REODUIRED ON APPROIATE ALPINE DRAWING. PLYWOOD SHEATHING TRUSS HAS BEEN DESIGNED FOR i10 MPH WIND SPEED. ENCLOSED BUILDING.. 30.0' MAXIMUM MEAN HEIGHT, STANDARD BUILDING CODE. SIDE 2X4 Alpine, or 24 WoodloC. VIEW or 3X6 Trulox TYPICAL (++) ALTERNATE LOADING: TC LL 20.0 PSF TC OL 20.0 PSF BC OL 10.0 PSF TOT.LO 50.0 PSF OUR.1.25 SPACING 24.0" VARIES TRULOX NAILS: 0.1205"Xi.375" GABLE STUD SPACING NAILS NAILS OR EQUAL. (4) - NAILS PER MEMBER ARE REQUIRED ON EACH FACE OF EACH PLY. SEE Z'k"O.C• MAX. SEE ABOVE ORWG. 142 FOR TRULOX INFORMATION. SPAN REQUIRED OF GABLE PA aaassaa =...... ac s a a= a= a c ... m x (STUD MUST BE ATTACHED TO TOP AND BOT CHORDS ONLY) GABLE STUD SPACING MAXIMUM LENGTH = a 2X4 50. PINE #3 24" O.C. 3'-11' _ 4'-5" 2X4 SO. 2X4 SO. aaaas=a=aaas=sssaassaaaaaaac=aac-sosaav==sscassasa=sa=aasaa PINE #3 PINE #3 16" 12" O.C. O.C. 4'-10" F STUD MUST BE ATTACHED TO CHORDS AND DIAGONAL) _ a "T" BRACE REQUIRED SPACING MAXIMUM LENGTH a 2X4 SO. PINE 43 24" O.C. 5'11" 2X4 SO. PINE 3 16" O.C. 7'3" a 6'-0" 2X4 2X6 SO, SO. PINE PINE 3 02N 12" 24" O.C. O.C. 10'-3" 2X6 2X6 SO. SO. PINE PINE 2N 2N 16" 12" O.C. O.C. II.-B.. a 12'-10" _ CEILING 11 1x3 A PN p l95_E OR 13 WOODLOC FURNISHrACOPE O 'HISODESIGSNTTOSTUDS PL TYPE AL I AV•1NV: ENCit@FINED fIYlO11C 1', INL. tiMJS°+'.5 RECO1nE E11T1tiPE CAM 0 o r a o E= 3( *IMPORTANT * * 91Au No, oe 1ECPCVt IOLE Pon A11YARNI N6 IN 1MIE1LIrD. EREGna/ AND AALPIN oEVIAT7W FROM TNE6E sPEClf ll'A11urw OR ANY 11EvIAT 10N F 014CIH6.Nf: RIB-9l am.clH r1rtl TRlEi6EEt o C= IN16 OEGISH ON ANY f ILUr1E 10 WILU THE 1RUGG IN CONFIAsfANCE LA6iMARY Ito I""EIOAT101A6-"TPI..SEE[= C= NIT, THE `OUALIIY 6lAllNA1D OfiTUO' 6Y IPI.. ALPINE CONMCTQ% 1NI6 CESIGN FOR AW1110NML SPECIAL PCFMA_ C ARE WA/AIFACT111EU FFMH 20 GAUGE 6Al.vAN12kB 61EEI. 1RLE6G NgI1i GTAI:IHG fE0U1RFF1F.1{TB. U4.E68 QTIERMISE O610WNEETI1Ei1EW111ENE11T6 OF A6TN A446 GRADE A. 6HMK 10P CiEBaa.WAM OE LASERALLY@FAVKyCWiECTOM10007HFACESATEALMJ01141ANDLOGATEASW17HPNI1PEALYATIACHEOFLYNOOO6NEC=0GROIN.BEARINGNIO7N6Are4'NOMINALU1ZE66011CAMISE %VW. 004TON 04M WITH FUCID CEILING OR 1=`jXSIGNSTANWRpS CoKOrBI WITN APPLICABLE PROVI610Kr OF AS SPECIFIED Or1 OES1611, uo MY L" "HE ANDS ANU NIfPI IPC1I. OE616N Wl7H FIRE lETA1Y3M,T T1aEATEO LUNdiE.R. C= w-IPI - YR1D6 PLATE IHF.lI1VIE. NOS - NA'rl LLL. OES,ON BPECIFICAIld1 FOR N000 COIFSTp11CTI0Nr - 0 4) 16D NOTE: TRUSS ERECTOR IS RESPONSIBLE OENAILS FOR PERMANENT WEB BRACING. WHEN BRACING IS REQUIRED, FURNISH A COPY OF THIS DRAWING TO TRUSS ERECTOR. NOTE: GABLE HAS BEEN DESIGNED TO SPECIAL TRANSFER ALL HORIZONTAL WIND LOAD IN GABLE TO THE FLOOR & ROOF SHEATHING DIA- END PHRAMS. CONNECTIONS & DESIGN OF THESE TRUSS SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. Zx4 "T" 2x6 "T" 3 4) 16D BOTTOM CE TOENAILS BRACE VIEW BRAC GABLE STUD (4) 16D 4) 16D REV. WLB 10-6-94 TOENAILS TOY OR BOTTOM REV. CLR 12-8-93( CHORD OR GABLE REV.CLG10/1W TRUSS REV. CLG 9/15/89 REV. CLR 5-3-96 REV. CLG 8/29/89 V, 0 Wal- va P. Finn, P.E. No. 22839 DESIGN CHIT TPI bUALt = V..3/7V STUDDED TC LL TC DL BC DL TOT. LO. 30. 0 15. 0 10. 0 55. 0 PSF06/ 07/89 PSF PSFG PSF FDAWG 876,719 CLG O/ A LEN. VARIES DUR. FAC. 1.33_ PITCH VARIES SPACING SEE ABOVE TYPE COMMON JOB: TYPICAL HIPJACK / KMN(i3Hln TOP CHORD 2X4 SO. PINE Mfg N BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO, PINE #3 ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED SEE DRWGS. 130 6 160116OA-F FOR UP. PLATE LOCATION DETAILS PROVIDFi lll'1..Ii I' CO NI Ct'IONS A'1' 111'1\RINGS AS INDICATED. ul'1_Il- r : 3`304 3An # BRG LOC: 01 ei N 10 RN UPLIV I' IIASED ON 15 PSFTOTAL DEAD LOAD. WIND SPEED= 110MI'II. MEAN milioirr=3o FI'. ENCLOSED (SBC) NOTE: THIS DRAWING REPLACES DRAWING 1,157,932. tt l I'lumDE 11PIJFT' CONNECTIONS AT BEARINGS AS INDICATED. UPI.11-1' : 32.D*k 3'1 a A-1 R I BRG LOC: O, p `i, Wz Ul'I_iG'1'BASEDON10PSFTOTALDEAD LOAD. WINDSPEED= 11) D Mill 1. MEAN I IEIGI-if=30Pf. ENCLOSED. (SBC) ToItFV. ] W 101304 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPOLIFT: 250f 270f BRG LOC: 0.00 7.00 R) 1 100 MPH WIND, 30.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG WIND TOTAL OL -15.0 PSF, ALPINE TPI-95 O C= O O C= t= ATRUSS C= O C= O O O w 3. 54 l R- 6950 W- 2"M i N. R 2, X I MPORT ANT * * SHALL NOT K KGVONSI cFOOR IAS MVIA1101 FROM I ESE SPECIFICAIIDNS OR ANY DEVIATION FPO THIS DESIGN OR ANY FAILURE TO BUILD THE YOU66 IN C@iORNNND WI7N THE 'oummy STANDARD MISS' BY TP1. ALPINE CONECTOR ARE NANUFAGIURSD FROM ZO GAUGE GALVANIZED STEEL UN.ES OTIERHIK SIONL MEETING REQUIREMENTS OF A67W A46 WAVE A APPLY CONNECTORS TO ODIN FADES AT EACH JOINT AND LOCATE A NN SO, BEARING MID1N6 ARE ANOMINAL UNLESS 011ERMIGiE SON DESIGN SIANDAROS CMiDRM WITH APPLICABLE PROVISIONS 0 A" Am MIPI (PC71 . A--TPI - 1011011 PLATE IM711UTF, NDB - NATIONAL DESIGN X-LOC L-R: 0.29 5.21 9.55 BC X- LOC L-R: 0.29 5.21 9.55 THIS HIP JACK IS DFSIGNED TO SUPPORT A CORNER SET WITH 7' SETBACK FROM BOTH SIDES. CORNER JACKS HAVE NO WEBS. REFER TO DRAWINGS A104/R FOR OVERHANG DETAIL, SLOPE MAY VARY FROM 2.12112 TO 5.66/12 RI PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : 480. 01 $'Hpif ORG LOC : 0-0-0 9-1 1 UPLIFT BASED ON 10 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN IIGT= Zo FT. ENCLOSED. (SBC) R t t R8 + THIS VERTICAL MAY BE OMITTED. IN LIEU OF BEARING WALL, PROVIDE 3-160 TOENAILS OR PROVIDE SPECIAL CONNECTION ( SEE DRAWING 1, 154. 944) OR A HANGER ON BOTTOM CHORD FOR 819#. RIO OF THIS DESIGN TO ERECTION rfWTnArTOR TRUSSES PEGU. IRE ERT11ENE CAME 4ARNI NG IN hums NG, ERECTION AmB EAACING.SELR 1118-A1 &RACING Noun TRUSSER: ComMMIARY AND RECOMENDATIONG-ATPII. SEE 7100 DESIGN FOR ADDITIONAL SPECIAL PEANA- HEM7 DIALING IEOUIRENEHIE. (MESS OTIERWISI SIONMI TOP 000 SHALL DE LA71RALLY 9WEq WITH PROPERY ATTA0fD PLYWOOD SEATWING, BOTTOM DIOW WITH RIGID CEILING OR GNACION AS SPECIFIED ON DESIGN. 00 Rol 1.6E :LUGDESISH WITH FIRE RETAFOMMI TREATED LIPNEn, FCTFICATIaI FOR MOOD CONAGTO11C770N 2X4 ALTERNATE LOADING: R3 TC LL 20.0 PSF A TC OL 20.0 PSF BC DL 10.0 PSF TOT . L 5 P F OUR. AC. i. p ill R12 RE. AF 111bfg7 -9? Rtt 1iLEUFAAlRIoRt: V. AR 7/l5/97 R q kay. RP Q/0/97 R8 REV/ WL8 3/10 95 R7: /I-- 24-94 Ab 1-)s tI P R.1>/a R2 REVISED FED 12/4/92 R1 REVISED WLB 11/17t92 R3 REV AP 2/.1 19.4- R4 AP 99V 10/-gg3 R-0190 W-V'mim, R 1-2 SCALE - 0 50 DEC 1 0 m Wait" P. Finn, P.E. NO.22839 - DESIGN CRIT:TPI REF ROOI-7422 TC LL TC DL BC DL TOT. LD. 30. 0 15. 0 10. 0 55. 0 PSF PSF PSF PSF DATE 11 / 07/ 91 DRWG HCO2292027 FL- ENG FED O/A LEN. 9-10-1 OUR.FAC. 1. 33 PITCH 3.5/12 SPACING SEE ABOVE TYPE HIPJACK 1f)D: jAMFS N. JACK 7' TOP CHOIIII 2X4 SO. PILAF N2 11 Olt 2x6 V 11 IIOT mom) 2X•I SO. PINE #2 11 R1 NOTE: FOR 1'D' AND 3'0' JACK ALL LUMBER MAY BE 03 SO. PINE. Rt4_ AI_I.. PLATF,S ARE TO 11-- CENTERED ON THE JOINT, LEFT TO RIGHT AND IOP ID DOITOM, FXCEPT WHEN LOCA]EI) BY I:JIICI_E Oil DIMENSION. 5(:L' IiIIAWING im 1=oR "PLAT;_ LOCATIONS ON TYPICAL JOINTS." ALL NAILS S11F.CIFIED ARE COMMON TITRE NAILS. NO WANE, KMIITS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN f11E PLATt CONTACT AREA OR SCAIIFED AREA OF WEB MEMBERS. PROVIDE (3) -16D TOE -NAILS OR (3) -160 (0. 128"X3.0") GUN NAILS AT TOP CHORD. PROVIDE (2) -160 TOENAILS OR (2) -16D (0. 128'X3.0") GUN R15 NAILS AT BOTTOM CHORD. PROVIDE UI'l.11-' I' CONNI CI'IONS A'1' 111 ARINGS AS INDICA'fCD I1fI.II'1' : 4ZDN 280a lilt(; I.00: 0-.0-0 7-0-0 Ili'IAVI* BASED ON101'SIr"i'O'IALDFADLOAD. WINDSI'VI;D= R5 HO MI'I 1. MI -AN I IIiI(;I II'=301.1. I:N('I.OSI;I) (Slit) Rio PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPOLIFT: 2500 2000 BRG LOC: 0.00 7.00 R t100MPHWIND, 30.00 FT MEAN HGT, SBCCI• ENCLOSED SLOG WIND TOTAL OL -10.0 PSF. PROVIDE Ili'LI I'CONNIX711ONS A'I' IIHARIN(iSAS INDICA'110. 0I11.11.1' • 300# 2509. DRO LO(': UI'1,11•'1' DASI?1) ON 15 PS " QTAI,I)rAD LOAD. WIND SPRED- 110 Mill I. M13AN I IfI101Il'-30 V1'. ENCI.OSPI) ( SI1C) 2-TIIRU 8.00 j W 3X4 NOTE: JACKS UP TO AND INCLUDING 4.0" SPAN MAY HAVE AN 8" CANTILEVER AT LEFT END. Re NOT;:: 2X4 13 HEM -FIR Oil DETTL 1 CONTINUOUS LATERAL. BOTTOM 110111) BRA('TNG U 24" MAX. O.C. IIEOUmED. AITACH WITH 2- 1fid NAILS BRACING IS 140T RLOUIRED IF A I11GTD CEILING IS ATTACHED DIRECTLY TO B01-I014 CHORD. BRACING MATERIAL_ TD BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITADLT_ SLIPPOPT BY ERECTION CONTRACTOR. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, UPOLIFT: 2000 200/ BRG LOC: 0.00 7.00 R to 100 MPH WINO, 30.00 FT MEAN HGT. SBCCI. FNCI OSFn RI G WTM] TOTAI nI -15.0 PSF ALTERNATE LOADING: TC LL 20.0 PSF TC DL 20.0 PSF BC DL 10.0 PSF TOT_.I_D•_._-5Q-.D PSF SPACING 24.0" t l 4 A P Rom. s- 90Rt3KejV133 - Rt2 Rau G. 2 - 26-q8 RI1 RRV AP 1 /1-/97 alo RsU FLA 10-23-57 R9 REV. TcE 7/13/94 RB q dEl% 4i4 j 9- 7 A-P L c. RL AP REv 41),41g4- 0.0111d l sl e, 11''0I'1 1 R4 REVISED ICE 4/12/93 R3 REVISED fED 12/4/92 R 15 iFP Qe , S/>gl S RFVISED FED 2/4/92 _ 2_0_0-- 1-0-0 R2 REVISED WLB 12/3/92 - 111RU l I 7-U-0 OV1=11 Z SI)1-'I-'l)111`..i---------C-' REVISEDNPF 1/8/91 R-5531 WIN,Z"MIN- Rc353e Wow 2•IIMIN. REV FED 12/7/90 R11 PL'T TYP WAV1- TPT - 95 (R12) FURNISH A COPY OF THIS DL--:31G.1 TO ERECTION CONTRACTOR R11 IIEV 15.3.2 SEAL£ = 0.5000 AI.111ML LfNeIiNLI11:11 iAknI%lt:1% Ilc..!-' ( Uarlrl_ n-Ixel: l;uM:M£ wit ' DESIGN CAIT'TPI REF 57512-ROB 1r-1 f:-1 C:] /1 1.-1 .-1 xIf I MPORT ANT)')( rYAl.l we III,NY. mAH : NLSI4eFnlYWARNI NV IN IIAIAr /Mi. I.+CIIWI AINI L:_ l C] 1 _1 r-1 c_.1 rILVIA11jif r,0]N I11CS£ 51'kfl\Ic.1/1YY• (Ill AIIY I£YIAIUYI FIYw nllClllu U9 silo-g-jYN1A. 14 wN111 INly c. TC LI_ 30.0 PSF DATE 01 /04/9O r r=-i INIM IIY':ll•I/ 1 -IV FAII.INN! lU IN1110 lilt: llk&s IN Ct),J L1MWCCCCNL/UAIIYAID) 1£:i1At11 INIAlIul•.I Yt1G!L G7 r-1 C:e NAZI IIIL 'IwALIIY SIAINIAIIII 45100' UY IPI. AI.PINE WINECIIN15 AILS RESIGN F011 ALYIIIICII AL 50 ,"L A•;N{ TC DL 15.0 PSF DAWG 1 ,1511,677 t- 1 L':'1 A/IY MANoACr1MILU flobf 20 GAllllL GALVANIYIU SIC£t. JR&I:Itl Well 111ur.Utl1 15 1111E/4/11S. UM L54 4./IUIw.:. I=: 1 nLPIN \":1 /IlINfloilt. INNwwL 1[.t1A1Me IN:IN111NNIIIIS IN A91N AI•IL f•IIAMA. SIwNAL Ili• Cl 'S11AI1. III, IAIIIAIIY I'IIAL`t BC Di. 10.0 PSF FL-ENG FED AY11Y romAILCl/NY: IU Ileelll (A.:I% At £ALAI .Millet AIYI IIM:AIc AG Milli 1•IYYY:1\ •IA.]1:U IY.1wYM1 91YAIU11Mi, l>frl+ 1 0 TO1 .1-D. Jr) 0 I>bF 0/A i.FN. 7-0-0 1-_I - 1-I VW IJtlkNI. IN:A1/1fY: 111011M AIIL V IMN111/Al Itltl15:1 UNNIiMIIA. SIYNAI. {tlll"No I'll •.Iri IU 1:1. 11. like 1N1 tuaci 1: --- _ 1: ' 1 n11C J L I IN YIINI NIIIUTAIYY.i1:/Otl /NUI VIM AV1411:a1NL 1'1UIVISIIYIIi Ik A! W'11:11111 :,A:h11 1 Itll ltlll }YL 11115 Walter l£. 'J+il'm, P.E - - -- _--_-__.-- f , IlllllJ - 1--- I 1-'I JAIIIU/I NNAl111I>ww£>;11.. p f n11Ii.FAc. 1 33 PTTCI-I G.0/12 1WYi AON) •II'1 IYCU, INSI(MI- 111 No. 22839 .-..-- -'- _ . r- f-1 I 1 1 1 11'1 - IINnYI II 111 111'llllull Iltnl " 1I41lowest IIIIIIYI 1.1 4,1111" 11 In1,411'INYIIINN II1N1 III AIr i'iT1 1 ' " 1'P1JACK R9 R7 Rio EJ1 C75 SA Cs 3 SA CS I IA H H JOBS JOE SY42 WALL TOP CHORD 4X2 SO. PINE SEE LPR. GRADE COART {Z 5 BOT CHORD 4X2 SO. PINE] - WEBS 4X2 SO. PIN£ #3 SW1-(2)4X2 SO. PINE 83 NO WANE, KNOTS, SKIPS OR OTHER DEFECTS SHALL OCCUR IN THE PLATE CONTACT AREA OR SCARFED AREA OF WEB MEMBERS. REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. CHORD GRADE VERTICALS PLF DOWN UPL.IFSO. PINE SPACING 1 DENSE 24" 520 200 0 I DENSE 16" KI 1110 93440 1 DENSE 12" 2080 780 24" 355 140P2N' 2 N 16 " RI 803 R3 300 2.N 12" 1420 540 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSSFABRICATORTOREVIEWTHISDRAWINGPRIORTOCUTTINGLUMBERTO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. DIAGONAL WEB IS NOT REQUIRED ONLY IF IS:' PLYWOOD IS ATTACHED TO ONE FACE WITH NAILS'...PER CODE THROUGHOUT CHORDS -AND VERTICALS. MULTI -VERTICAL WEBS REQUIRED DIRECTLY UNDER A CONCENTRATED LOAD LOCATED ON TOP OF STUDWALL. 2) VERTICALS N3 SO PINE (3X4 ALPINE PLATE EACH END) FOR CONCENTRATED LOAD OF 4000N TO 5000#. 3) VERTICAL 3 SO PINES 3X5 ALPINE PLATE EACH END) FOR CONCENTRATED LOA24.0- TYP. MAX. SEE ABOVE) PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT : See T/voLr- ABovE BRG LOC • GoNTXNdo s 9eAFru6. UPLIFT BASED ON 17 PSF TOTAL DEAD LOAD. WIND SPEED=110 MPH. MEAN HGT=15 FT. ENCLOSED. (SBC) T 1-G-0 TO Z-O-0 TYPE - FTG F TG F, COIJG. LOAD LOCATION (SEE A -A) iX-* 3X5b1 T vl 1-G -0 To 2-0-0 R 1 124 TGC Z/211-14. R2 REVISED FED CONT1NUUu5 5urrvAl - 2X4 4/i/92 W. R1 REVISED FED• 1/22/92 P3 ze'. t.' d 1IZz16 y g 'RFy .yo REV. FED. 10/21/89 NE TP1-95 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTDR SCALE'D.s D GN CRiT REF p L p O C7 p pA W=3X4 : LENGTH AS REQUIRED IMPORTANT** Iii.P[NE EIS[AEERED PRCD11C7S, INC. TRUSSES REGUIRE EXTREME CARE Tiif1LL NDT BE RESPONSIBLE FOR wIY WRRN I NG IN 11RNDLING, ERECTION AND OESI — TC LL 4D D PSF DRTF G/ B DE4TATION FROM THESE SPECIFICATIONS DR A+• DEVIATION FROM TWiRCIN1.SEE j(g ll000 TRUSSES' TH[S DESIGN OR ANT FAILURE TO BUILD THE TRUSS IN CiW MtIViNCE.. UNVIENTRHY Fljp RE TI016-TPIi. SEE T(,+ DL lI . D PSF DRUG 1.153.783 FL -ENG FEDWITHTHE -QUALITY CONTROL 114011L' BT TPI. ALPINE CONNECTORS THIS DESIGN FOR ADDITIONAL SPECIAL PERSIi- 20 GAUGE GALVANIZED STEEL UNLESS VENT BRACING REOUIREMENIS. UNLESS OTHERWISE HC DL 5. D PSFAREMANR-RCTUIED FROMOTHERWISESHOWN, MEETING REOUIREIIENTS OF ASTR FV14B GRADE R. SHOWN, TOR' CHDRD 31ALL BE LRTERPLLY BRICEOAMIJOINTANDLOCATEToH4FAtEUNLIE'SS J yliM, TDT.LD. 55. D PSF 0/8 LEN. NOMINILES N.. 50170M CIIMD Willi RIGID CEILING OR OMINSHOWN . NCONNECTORSW1011S ARE 111CRYISEE SHOW Till erI'. Finn, Il•E- DUR.FRC. 1.00 DEPTH iB • DDESIGNSTANOiWCowoRnWITHMILICIELEPROVISIONSOFASSPECIFIEDDNIDESIGN. DD WI USE NDS AND •TPI Inn) DESIGN R1TH FIRE RETARDANT TRERTED LUUXM }• O. Z2S39 Sf RCING SEE ABOVE TYPE SM -GRB TPI - 1RUSS PLATE INSTITUTE NOS - PAT IONAL DESIGN SPECIFICRTIDN FOR WOAD CONSTRUCTION c.—nA1LTTrn nv T`RIKC MFR 34D91-L)D9 Ztf/yA LZ - FID TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 SPECIAL LOADS LUMBER OUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 500 PLF at 0.00 to 500 PLF at 18.96 BC From 10 PLF at -0.12 to 10 PLF at 19.08 W2.5X4 = W1 X4 (R) Wi .5X4 III 0-7-0 W1X4(R) W3X4 W1X4 al calla .rnu 1"1 Lf NnLU nv,. bvrn viu. ,... ... .. ...... .. .. .. ......_._.._, ___-_ REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE DWG 657.275 OR 657,275B FOR GABLE DETAILS. W1X4 N W1X4 M W1X4 III W1X4 M W1X4 M W1X4 III W1X4 III W1X4 M 19-2-8 Over Continuous Support R=503 PLF W=19-2-8 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Desi n:Criteria: TPI STD WARNING" TRUSSES REOUtRE EiTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO MID-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 10S7179TE. 113 D'ONOFRIO DR., SUITE 200, MADI SON, NI 53I19), FOR SAFIIY PRACTICES PRIOR 10 PERFORMING THE SE f0tl[i IONS. UNLESS OTHERWISE INDICATED, TOP CNURD SNAIL HAVE PROPf RLT AT IACMED S"UC7URAL PANELS, BOTTOM CRDRD SMALL NAPE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONIAACTOR. ALPINE fNGINEf REO PRODUCTS, INC. SHALL NOT BE RESPONS lot FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS DF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ANE MADE OF 20GA ASTM A653 GRAD GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 " . THE SEAL DN TMIS DRAWING INDICATES ACCEPTANCE Of PROIESSIUNAI ENGINEINING Alpine Ell 110CICd Products, Inc. .RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF [HIS P 110111a E:.11y, Fl. 33$44 COMPONENT FOR ANY PAATICUL AR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. W1X4(R) W2.5X4 = W1X4 iN W1X4 M 143X4 = W1X4(R) = 18.2f3 QTY:1 Walter P. Finn, P.E. No. 22839 070 14-0 8-0-0 FL/1/-/-/E/-/- TC LL 40.0 PSF TC DL 10.0 PSF BC.OL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" CkT Scale=.375"/Ft. REF R081--20962 DATE 03/03/00 DRW HCUSR081 00063129 HC-ENG JWC/WPF SEQN 14630 FROM RG 41104-:)n4 foj/tA,D - r14 TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 1,5" Typ; W06 W2X4 (R) = W4X4 0-7-0 T W2X4 (R) W4X4 = W4X6 W2X4 III R-1068 W=7.25" REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 113.25" 10-6-0 =J- B-0-0 -- W04 = W4X4 W4X4 = W4X4 = W4X4 = W4X4 = W4X6 = W04 = W4X4 = W2X4 III W4X4 = W4X4 = W4X6 = W2X4 III W4X4 = W=HS2510 = W2X4 (R) 19-7-4 Over 2 Supports R-1063 W=4" PLT TYP. Hi h Stren th,Wave TPI-95 R Design Criteria: TPI STD WARNING** 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. 683 D'ONOFRIO DR.. SUITE 20D. MADISON. NI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL 407 BE RESPONSIBLE FOR ANY DEVIATION FROM TH15 DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INST ALLIN6 AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP I. ALPINE CONNECTORS ARE MADE OF ZOGA ASTM A653 SR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine BC1'C(1 Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS P 11Engi City, FL oduct COMPONENT FOR ANY PARTICULAR BUILDING IS 1NE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. 19. 0 P. Finn, P.E. No. 22839 a T 0-10-8 1-4-0 8-0-0 nE/i/-/-/r/-/- TC ILL 40.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LD. 55.0 PSF DUR.FAC. 1.00 SPACING 24.0" Scale—.375"/ REF R081--24392 DATE 06/19/01 D R W HCUSR081 01170023 HC-ENG VB/WPF SEON - 12645 FROM RA rI,— ---rI, rams ramoll IUD INDI11 IIMITti 9 AIMfNSIITNSI SIIBMITT[ D BY TRUSS MFII. cIl09- nn9 Ltl/NA,o - r19A) TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N :B2 4x2 SP #1 Dense: WEBS 4x2 SP #3 SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WIIH TOP CHORD UP. 10- 6-0 -1 13" 9-3-0 15"[-1-9-0--d 15" TypTyp. W4X6 W4X6 = W1.5X4 III WiX4( R) = W4X4 = W=W3X6 = W4Xi0 = W1X4(R) W2. 5X4 = W2.5X4 = W1.5X4 M 1- 4-0 I W2X4 III 1 AM 11 60A _ W4X4 =— W4X6 W4X6 + W1X4( R) = W=HS2510 W1.5X4 III ni . " DI A. 8 0 0 3- 6-0 23- 0-0 Over 2 Supports `I R- 1035 W=7.25" Ra1470 W=4" Note: All Plates Are W3X4 Except As Shown. PLT TYP. High Stren th.Wave TPI-95 R Design Criteria: TPI STD 19.Ob1 OTY:3 FL 1 E Scale =.375" Ft. WARNING^ TRUSSES lfOUIRC EXTREME CARE IN fABRICATION, HANDLING, SHIPPING, INSTAIIING AND T CL L 40.0 P S F R E FR O S 1-- 7 6 03 7 BRACING. REf ER 10 HE 91 (UANDIING I"IAM NG AND BRACING). PUB11SO111 BY IPI (TRUSS PEAT! PNRf 10 DRM1NGIMEStIIfU'41NC11UNSUNUNIESSfitOIIIEORNISLOINDICAICD, TOP I CHORDI04SIIAt IILIT HAVIPRACIMS PROPIHIY AIIIACHLD TC DL 10.0 PSF DATE 03/28/00 STRUCIURAI PAMCI S, BOTTOM CHORD SHALI MANE A PROPf RLY ATIACII(1) RIGID CE II ING. p c IMPUNIANI'• IUNAISU A COPY Uf IMIS OISIGN 10 111[ IN51AllAIIUN CONTRACTOR. AI.PINT LHGINItRIH HC DI- 5.0 PSF DRW III.IISIIDIII 000DISO44 PRODUCTS, INC. SIIAII NIII BL R[SPUNS IBIIf1IR ANY UEYIAI TUN IROM AILS DESIGN; ANY IAIIUR1 To p --------- UU110IBtTRUSSESINCONIhORMANCIYIll( TPI; UN IABN 1'A11NG. HANDLING. SHIPPING, INSIAIITNG AND a C ILL 0. 0 P S F H C- E N G J W C/ W PF ALPINEitOfTRUSSES. THIS DESIGN CONFORMS WITH APPLICABit PROVISIONS Of NUS (NATIONAL DESIGN SPECIE ICAT]OM PUBI ISHfD dr )H[ ANf RICAN fUNF 51 AND PAPER ASSOCIATION) AND IPI. ALPINE CONNE CIORSARE MADE Of 20GA AS1M A653 GR40 GALY. STEEL, t1Cf PTAS NOTED. APPLY CORRECTORS TO ttl 0 - TOT. L D . 55.0 P S F S E O N - 15340 EACH fAr.! Df 11011. AND UNIESS DEI/fRNI SE IKAIED ON T1111 DESIGN, PUS T ION CUNNCCI OAS PER DRAWINGS 1I'D A T. IHE SEAL UN THIS DRAWING INDICATES ACCEPI%NC[ Of PROFESSIONAL ENGINEERING Walter P. Finn, P.E. D UR . F A C . 1.00 FROM J R H Alpine Engineered Products Inc. RTSPONSIUILIIY SOLELY fON THE TRUSS CUMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS 22839 , IlDinesCity, FI. 33944 COMPONENT fUR ART PAR 11CULANBUILDING 15 THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER No. SPAC I N G 2 4 . D " Y ANSI/IPI 11995 SECTION 2. l4h41-Ub4 ZU/9A ZZ - FT2) TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N :B2 4x2 SP 2400f-2.OE: WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 15L_ TyP. W4X61- W1X4 (R) = W3X4 = 0-7-0 1111S DWG PREPARED FROM COMPUTER INPOJ (LOADS & DIMtNSIUNS) SIIUMIIILL) MT nk1j33 Milk. REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. 621# NON -WIND UPLIFT AT BRG (X-LOC, Y-LOC): 22.77', 8.00'. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 10-6-0 116.688"—9-3-1 W3X4 = W=W2.5X4 W4X6 = W4X10 = 1-9-0—d 2.5" W1.5X4 III W3X6 = W1.5X4 III W1X4(R) = P1'tAU= W2X4 AI F R=979 W=7.25" W3X4 19-7-1 23-1-4 Over 3 Support W3X4 R=2020 tR=1./5'622 W=4" Note: All Plates Are W2.5X4 Except As Shown. 6P PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 18.-20 QTY:1 FL i E - Scale =.375" Ft. YARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND , TC LL 40.0 PSF REF R081 - -20958BRACING. REf ER TO NIB 91 (HANDLING INSTALLING AND BRACING). PUBLI511ED by TPI (7RL SS PLATE PERFORMING TR£SEOFUNCTIONS. UNLESSTOTHERWISEOINDICATED, TOPICHORDFSHALLFHAVE SAETY PPROPERLY ATTACHED T C D L 10.0 P SF 10 D A T E 0 3/ 0 3/ 0 0STRUCTURAL PANELS, BOTTOM CHORD SHALL HAYS A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY Of THIS DESIGN TO IN[ INSTAILA710N CONTRACTOR. ALPINE ENGINCLRED EIC DL 5.0 PSF DRW DimsROUI OOOEi:Il26 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY fAIIUNE TO -- ALPINE BUILD THE INNS StS I CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSIAIIING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIDNAI. DESIGN A C L L 0.0 PSF H C - E NG J W C / WP F SPECIFICATION PUBLISHED IF TIE ANERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE =L7 T QT. L D- 55.0 P SF S E Q N - 14658 COMNLC70ASAREMADEOf206AAST" A653 G240 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TROSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Walter P. Finn, P.B. 1. 00 DRAWINGS160A -I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING D UR . F A C . FROM R G Alpine Engineered Product IT RESPONSIBILITYSOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS No 22839 11Bines rily, F1. 33944 COMPONENT fOR ANY PARTICUL AN BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER N ANSI/ TPI 1-1995 SECTION 2. SPACING 24.0 a 34 391-U39 Z0I9 A LC - CIS) TOP CHORD 4x2 SP #1 Dense J2 4x2 SP #2 N: BOT CHORD 4x2 SP #1 Dense :B2 4x2 SP 2400f-2.OE: WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. im:S Emu rKCI'AKLI/ rKU19 LUPIrU1LK InrU1 (L.VAUJ r. .., --- REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. MAX JT VERT DEFL: LL: 0.53" DL: 0.20" (SEE DWG 579,000) RECOMMENDED CAMBER 3/8" TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 1 10-6-0 22.25 .10-6- 15" Typ. W1X4(R) = W4X6 W=W2.5X4 = W3X4 = W3X4 = 0-7-0 W1X4(R) W2X4 W W4X61= 1.1_UC')F I A 2-10-4 Over 2 Supports W1X4(R) W4X6 = W4X6 = 0 0.8 8 0 0 T 1-4-0 R=1251 W-7.25" R=1237 W=3" Note: All Plates Are W2.5X4 Except As Shown. PLT TYP. High Stren th,Wave TPI-95 Design Criteria: TPI STD 18.20 QTY:1 Fl_ 1 E Scale =.25" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE 11 FABRICATION, HANDIING- SHIPPING. INSTALLING AND TC LL 40.0 PSF REF R081 - -20959BRACING. REFER TO MIS-91 (HANOL ING INSTALLING AND BRACING), POOL (SHED BY 11`1 (TRUSS PIAIE PERFORMING THESED FUNCTIONS. aUNIESSTOTHERWISEDINDICATED, TOPICHORDFSHALLFHAVEPPROPERLY ATTACHED T C DL 10.0 P S F DATE 03/ 0 3/ 00 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. pIMPORTANT— FURNISH A COPY Of THIS DESIGN TO THE INSIAIIATION CONTRACTOR. ALPINE ENGINEERED LTC DL 5.0 PSF DRW IICIJSR081 000fi3128 PRODUCTS, INC. SMALL NOT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGH; ANY fAIIURE TO BUILD INE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SIIIPPING, INSTALIING AND -ENG JWC/WPFALPINEBRACINGDFTRUSSES. i1115 DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN BC LL 0.0 PSF HC SPFC IF ICATIDN PUBLISHED BY IRE AKER ICAN FOREST AND PAPER ASSOCIATION) AND IP1. Al PILAF f .. TflT.LD. 55.0 PSF Sf ON - 14614CUNNECIORSAREMADEOF20GAASTMA6536240GALV. STEEL, EXCEPT A$ 1101LD, APPLY CONNECIURS 10 lEACHFACEOFTRU55, AND UNLESS THEIR LOCATED ON 1111S DESIGN. PUS111UN LONNECIORS PER I Waiter P. F' P.E. DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING 1'DU R . F A C . 1.00 FROM R G Alpine ElTgluxred Produc RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 2859ts,Illc. COMPONENT FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITV Of THE BUILDING DESIGNER, PER No. ZZ83IlUinmCily, Fl. 33844 ANSUIPI I )995 SECTION 2. SPACING 24.0" 21164-5H4 2879A - FGD3 TOP CHORD 2x6 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. U-UPLIFT CONNECTION REQUIRED AT BEARING TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X4= 1 .5X4 M 4X4= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses Required - NAILING SCHEDULE: (0.128x3.0_g_nalls) TOP CHORD: 1 ROW @ 4" o.c. BOT CHORD: 1 ROW @ 4" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 1) 1/2"-bolts MAY BE USED FOR (2) 0.1280.0_g_nails ON THE TOP CHORD ONLY. SPECIAL LOADS LUMBER DUR.FAC.-I.00 / PLATE DUR.FAC.-1.00) TC From 600 PLF at 0.00 to 600 PLF at 3.71 BC From 10 PLF at 0.00 to 10 PLF at 3.71 BC 1257 LB Conc. Load at 1.85 THE TOP CHORD OF THIS TRUSS SHALL BE BRACED WITH PROPERLY ATTACHED TRUSSES AT 24" O.C. IN LIEU OF PLYWOO A NG. T n r-1. U LLJ T 4X8- -r 1-4-0 8 0 0 1.5X4M f 1257# 1.5X4I11 R-1760 W-8" U-530 R-1760 W-4.5" U-530 3-8-8 Over 2 Supports PLT TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 FL 1 - E - Scale a.5" Ft. O O O O 0 Q LPINEZTRUSS O O O BRACING. REFER 10 RIB TRUSSES 9UIR(RNDLINS INSIAtiI GEIIIAANDCBRICIM ). PHANDLING. UBLISIED BYSHIPPING, 1 i ( IRUSSIP.ATE 1 MSTITUTE. 583 0'ONOf10 DR.. SUITE 200, MADISON. NI $3719). FOR SAFETY PRACTICfS PRIOR 10 PERfORMING THESE fURCI)ONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY AFTACMED SIRUC1URA1 PANELS, BOTTOM CHORD SIUII IIAVE A PROPERLY ATTACHED RIGID C(IIING. IMPORTANT.. FURNISH A COPY OF IRIS DESIGN 10 THE INSIAILAIIDN CONTRCIOR. At PINE INGINIERID PRODUC IS. INC. SHAH N01 BE R(SPONSIBIE IOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 10 BUIIU THE IRUSSfS IN COMtORMARCL UIIH IY1; OR IARRfCA1LNG, HANDLING, SIIIPPIMG, INSIAIIA)ION ON UNACLNG Of TRUSSES. 1fIISIIt SIGN CON4 URM5 YI IN AY PI ICABIE YMUY ISIONSUINOS (MAfIONAI DtSIGMJ bP1CIFICAIION PUB1.15N10 UT Ift AMERICAN VURISI AND PAYER ASSUCIAIIUN) AND IPI. AI PI NI ACIICONNEfACkSOfRIAUSSf ANDOf 2UMIfSYlO1HEAY1Sf, lUCAIEU UNEIMI51. LUESIGMASPUSIIION CUNNLCIUIIStPlRNS 10 OIAIDEGIRUSS DEPICTED HEREAANDSIIAIINNO[ BE RELIEO UPONIIIN ANYDRAWING OTHERPWAY[SOMIT 10THE DESIGN nn it Walter p t p•' C } YY *T 1 Y1p D t'fO. 22$ 39 M TC LL TC DL BC DL p BC LL T 0T. L D. DU R. F A C. S P A `' I N G 40.0 PSF 10. 0 P S F 5. O PSF n 0. 0 1" SF55.0 P S F REF R081- -31858 DATE 0 8 2 2/ 9 7 DRW Hcusxoel 91234096 HC- ENG VB WMR S E Q N - 11415 1. 00 F R OM G B W SEE AB 0 V 343gI-U99 Z019A I - Y 11) TOP CHORD 4x2 SP #1 Dense BOT CHORD 4x2 SP #1 Dense :B2 4x2 SP 2400f-2.OE: WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 15" Typ. W1X4(R) W4X6 s 0 7-0 fi \\6 11M. LING PKLPAKLU tKUM I:IFP11'UItH IHI'I)I (IUAOIi 6 OIPILFt31UM3) ZOUD111IIL11 U1 I-- - .. REFER TO HIB-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. L* MAX JT VERT DEFL: LL: 0.53" DL: 0.20" (SEE DWG 579.000) RECOMMENDED CAMBER 3/8" TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 10-6-0 25.25" -10-6-0 J W1X4(R) _. W3X4 = W=W2.5X4 F. W3X4 - W4X6 = W06 = 0 10 8 8-0-0 WIX4(R) - W4X6m W3X4= W1X4 W W1X4 III W3X4- W4X6= W4X6= W2X4 IQ W4X61m W=HS2510 ;_ 3-1-4 Over 2 Supports T 1-4-0 R-1261 W-7.25" 2 a Note: All Plates Are W2.5X4 Except As Shown. R=1256 W34" PLT TYP. High Stren th,Wave TPI-95 Design Criteria: TPI STD 18.20 OTY:13 FL 1 E - Scale =.25" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 40.0 PSF REF R081- -20954BRACING. REFER TO NIB 91 (HANDLINGSUIE INSTALLINGMAISOAND BRACING). PUdLISBEO BY TPI (TRUSS PLATE TOPERFORMINGTHESEDFUNCTIONS. UNLESSTOTHERWISEOINDICATED, TOPICHORDfSHAILfETYHAVEPRACTPROPERLYATTAICESCCHED T C DL 10.0 PSF DATE 0 3/ 0 3/ 00 STRUCTURAL PANELS, BOT TON CHORD SMALL MAYS A PRO FRET ATTACHED RIGID CE II LNG. p IMPORTANT•' FURNISH A COPY Of THIS DESIGN TO THE INSIAlIA11OX CONTRACIUR. AIPINE ENGINEERED BC DL 5.0 PSF DRW 1101SR0U1 00063125 PRODUCTS, INC. SMALL Not BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ART FAILURE TO ALPINE BUILD THE TRUSSES CONFORMANCE YITN TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALIING AND BR AC IN6OF TRUSSES. THIS QE SIGNCONE OHMS WITH APPLICABLE PROVISIONS OF Y05 (NATIONAL DESIGN C LL 0.0 P S F H C - E N GJI•IC / W P FSPE C IfICATION PURL ISMED BY lHE AME 0.ICANFORE ST AND PAPER ASSOCIATION) AND TPI. ALPINE 0 TOT . L 0 . 55.0 P S F S E Q N - 14666 CONKCTORSAREMADEOftOGAASTHA&S3 GRAD GALV. STEEL, EXCEPT AS NOTED. APPIT CONNECTORS TO 7 EACHFACEOfTRUSS, AND UNLESS DIKE WISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER YV i.C)• ?- -inn, P Ei 1t DRAWINGS160A2. THE SEAT ON Till DRAWING IN01CAIII ACCEPIANCE OF 10.01ESSIONAI ENGINIfRING OUR . F A C .1.00 FROM R G Alpine Engirumred Products, lllC. RESPONS1B1111Y SOLELY fOR 1HE TRUSS COHPOMERI DESIGN SHUYM. EOE SO IIABII I" AND USE OF TUIS NQ ) 83 IIBIIICS CIIy, F1. 33944. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF 10E BUILDING Of SIGIIEA. PfR f " ANSI/TPI ),1995 SECTION t. SPACING 24.0 39b41-Ut4 ZB/9A LZ - tIGI: TOP CHORD 4x2 SP #2 N BOT CHORD 4x2 SP #2 N WEBS 02 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC from 600 PLF at 0.00 to 600 PLF at 22.73 BC From 10 PLF at -0.12 to 10 PLF at 22.85 rI 11115 DWG 'R IIARLD MM COMPUILK INPUI 11 UADN IS IIC1) DY 4/111J rn-- REFER TO 1118-91 FOR ADDITIONAL BRACING REQUIREMENTS. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE DWG 657,275 OR 657,275B FOR GABLE DETAILS. W2.5X4 = W1X4(R) W1X4(R) = W-W2.5X4 = W2.5X4 0 7-0 W1X4 W04 s W1X4 III W1X4 III W-W2.5X4 _ W1X4 III W1X4 N W1X4 III W1X4III W1X4 III W3X4 _ 0- 7-0 8- 0-0 WI A4 (R) _ T 1- 4-0 t ILe 22-11-12 Over Continuous Support R- 603 PLF W-22-11-12 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.21`3 QTY:1 FL 1 E - Scale WARNING" TRUSSES REQUIRE EVTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALt.ING AND - T C L L 4 0.0 PSF R EF R 0 8 1-- 2 0 9 6 3 BRACING. REf EA TO H19-91 (HANDLING 1157ALLING AND BRACING), PUBLISHED BY TPI (TRUSS PIAT£ PER FORMING THESE DFUNCTIONS. NOFRIORUNLESS TOTHERWISEE200. OINDICATED, TOP )CHORD SHALL FHAVE ETYPPROPERLY ATTACHED T C D L 10.0 P S F DATE 0 3/ 0 3/ 0 0 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE I1ISIAI1A110N CONTRACIOR, AIPINL 1NGIIIEERED --BC DL 5.0 PSF DRW HCIISROUI 00063124 PRODUCTS, 1NC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM IN1S DESIGN; ANY IA17.08f TO BUILD TBE TRUSSES 10 00NFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSIA111NG AND UJI ALPINEBRACINGOfTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC LL 0.0 PSF HC-ENG JWC/WPF SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AtPINf i' TOT . L D . 55,1) PSF S E Q N - 14642 CONNECTORSAREMADEOF20GAASTHA663GRADGALV. STEEL, EXCEPT AS NOTE D. APPLY CONNECTORS 10 EACH IFACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER P. , P.E.DRAWINGS160A -I, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING r 'D UR . F A C . 1 . QO FROM R G RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS AlpineEngineeredProducts,lnc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER , No' 22839 N ila+LLeBCity,F1. 33244 ANSI/TPI 1 1995 SECTION Z. SPACING 24.0 I' 1 21164-5H4 2879A - B1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. jTOP CHORD 2x4 SP #1 Dense BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. 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. A) OR SCAB BRACING MAY BE USED IN LIEU OF CLB BRACING. SUBSTITUTE (1) SCAB FOR (11 CLB AND (2) SCABS FOR (2) CLB'S WHERE SHOWN. BRACING TO BE SAME SIZE, GRADE, A4 OF WEB MEMBER. ATTACH WITH 16d NAILS @ 4" O.C. SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.; TC From 54 PLF at -1.00 to 54 PLF at 17 BC From 4 PLF at -1.00 to 4 PLF at 0 BC From 20 PLF at 0.00 to 20 PLF at 17 BC From 4 PLF at 17.12 to 4 PLF at 17 PL 855 LB Conc. Load at (16.73,17.47) W: 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ' ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SHIM ALL SUPPORTS TO SOLID BEARING. W2X4M 3-15 17-5-8 9-0-0 17-1-8 Over 2 Supports R=711 W=8" U=490 R-1504 W=3" U-400 PLT TYP. Wave TPI-95 Design Criteria: TPI-95 STD 18.2c4 FL 1 E WARNING" TRUSSES RfOU1RE EXTREME CARE IN FABRICATION. MARK ING. SNIPPING, INSTALLING AND - T C L L 20.0 P SFBRACING. REFER TO HIB U1 (HANDLING INSTALLING ARE, BRACING). PUBLISHED BY TPi (THUS$ PLATE INSTITUTE, SB3 O'ONOf10 UN., SURE "0. MADISON. WI $3)TT. fog SAFffY PRACII[f5 PRIDR TO T C D L 7 D P SFPERFORMINGTIILSEFUNCT (DNS. UNI(S$ UIHCNNI5E INUICAI[D, LOP LUOpO $/IAL 1. HAYC PNOYF RIY Af1Al'uED STR UCTUR AI PANELS, NOTION CHORD $HAIL NAVE A PROPM Y ATTACHED RIGID CEILING. IMPORfANI" FURNISH A COPY Of 1111S DIIGN TO IIIE INSTALLATION CONTRACTOR, ALPINE ENGINEERED B C D L 1 0.0 P S F PRODDCIS, INC. SDAII 001 OF 1115PONSiBIL IOR ANY DEVIATION FROM IBIS DESIGN: ANY IAIIURI 10 r BUILDIREINUSSE$ IN CONI.ORMANCt WEIR IPI; OR FABRICATING, HANDLING. SHIPPING, INSIALLING AND B LL L 0.0 P S FBRACINGOfIRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN SPFCIf ICAIION PUBLISHED BY THE AMERICAN fORES1 AND PAPER ASSOCIATION) AND TP1. ALPINE dek1 0 0 T . L D . 37.0 P S F EACHCORRACE $Of TRUSS, ANDMADOftOGA UNLESST" A653 OTHERWISE ALOCATEDONE THISXCEPTAS *DIE. APPLY DESIGN. POSITION CONNECTORSPER RSTOyVafteTP.:Finn, P.E. DRAWINGS 16D A t. THE SEAT ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 1q, 22839 `:) U R . F A C . 1.25 Alpine Engineered products, Inc. RESP IN SI 1111I lY SOLELY FORTHETRUSS COMPONENT DESIGN SMOWRTHIS THE SUITABILITY AND USE OF ISpIlflllTeyCily, I•(. 3&14 F,OMYONf MI FOR ANY PAR11CU1 ANHun DIN6 IS IIIE R15PONSIRII ITY Of III( HUIIDING Uf SiGNIR, PIN I N6 ?4 HAN-:1I11.1 I IV•I'. : II IIUN 7. 1 0 Scale=.25"/Ft. REF R081--39154 DATE 03/03/ 98 D R W HCUSROBI 98062001 HC- ENGVB/WPF SEON - 16228 FROM GBW JbJ6-)H4 LEf/7A US - rVU rtu!]IIT CD Yuo.IT a nAnc It nTur7w4z IANc1 ¢IIRmITTFIT RY TRIISS MFR TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N :B2 2x4 SP #1 Dense: WEBS 2x4 SP #3 110 MPH WIND. 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF, U=UPLIFT CONNECTION REQUIRED AT BEARING 2 Complete Trusses Required NAILING SCHEDULE: (0.128x3.0_g_nails) TOP CHORD: i ROW @ 5' o.c. t BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00"OC. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. SHIM ALL SUPPORTS TO SOLID BEARING. THIS TRUSS MUST BE INSTALLED AS SHOWN AND NOT END FOR END. 3-0-0 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. THIS GIRDER DESIGNED TO CARRY 23-02-00 TRUSSES FRAMING TO TOP CHORD FROM ONE SIDE AND 17-00-00 TRUSSES FRAMING TO TOP CHORD FROM OTHER SIDE. A RIGID CEILING OR'CONTINUOUS LATERAL BRACING AT 120.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE TOP CHORD OF THIS TRUSS SHALL BE BRACED WITH PROPERLY ATTACHED TRUSSES AT 24" O.C. IN LIEU OF PLYWOOD SHEATHING. W4X4a W4X4m W4X4= W4X4= W2X4111 W6X6Ea- W4X41a W4X4= W4X6= W2X410 W5X5= W4X1O= W2X4M 3-0-0 8-0-0 R=2412 W-3.5' U=1910 R=3682 W=3.5' U=2350 R=5796 W-3.5" U-2770 R-3184 W-3.5" U=2360 8-3-12 _I" 1-11-8- " 20-7-0 Over 4 Supports PLT TYP. Wave TPI-95 R Design Criteria: TPI-95 STD 18.2c4 FL 1 - E - - Scale =.375" Ft. BRACINWARNG, *AfffR TOSHIB 91U1 E ENTRECARE 10 (p NDLINGINSTALLINGAAND BRACING), PUBLISHEDN, HANDLING, INSTALLING (TRUSS PL TET C L L 2 0. 0 P SF REF R 081 4 3 2 6 0 10 STITUTE, 583 D'OMOFRIO DR., SUITE 20D, MADISON. N1 S3119), FOR SAFETY PRACTICES PRIOR TO PE AfORMINGTHESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED T C D L 7 . 0 P S F DATE 0 5 0 1 98 STRUCiU0. Al PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. _ IMPORTANT" FUANISM A COPY Of THIS DESIGN TO 101 INSTALLATION CONTRACTOR, ALPINE ENGINEERED RC €}L 10.0 PSF DRW HcusROai 98121081 PRODUCTS, INC. SHALT NflT BF Af SPONSIBIf FDR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES 1M CONFORMANCE WIT" TPI; OR FABRICAIING, HANDLING, SHIPPING. INSTALLING AND BC L L O. O P S F N C- E N GV B W P F BRACINGOfTRUSSES.. THIS DESIGN CONf ORMS WITH APPLICABLE PROVISIONS Of AIDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAFER ASSDCIATIOM) AND 11`1. ALPINE Jll { ',7YM 70T. LD . 37. 0 P S F S E Q N - 22294 CONAI "TOR SAll MADE OF 20GA AS TMA663 GRAD GALV. STEEL, [¢CEPt AS N01ED. APPLY CONNECTORS TO *v i EACHFACEDFINU$5. AID D UNLESSOTHERWISELOCATEDDMTHISDESIGN, POSITION CONNECTORS PER ',,t DRAWINGS 160 A-Z. TMf SEAL ON THIS DRAWING IMOICAItS ACC[PIANCE OF PROFESSIOMAI ENGINEERING VT tlf i 1 p • iliSt 6 •.• D UR . F A Cr 1 .25 FROM G BW RESPONSIBILITY SOL try foe THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS f p.,, AlpineIEEngineeredLF3d Inc. COMPDNENT FOR ANY PARTICULAR BUILDING TS ]WE RESPONSIBILITY Of THE BUILDING DESIGNER, PER NQ• 22939 SPACING S EE ABOVE City, ANSI/TPI 1 1995 SECTION 2. 21164-5H4 2879A - Cl 1 TTrn Dv TDIICC LACD In)a uwu rMLrAnLu rnvrl LVr#FUILn Lnrul LLvnv u TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. 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. MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 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. W3X6(Fl)= 7 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF, WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OF CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. RIGHT END VERTICAL DESIGNED FOR VERTICAL LOADS ONLY. M4 - 6(- 7-7-11 W6X61m 3 t___ W4X4= Cl R-612 W-8" U-240 R-526 W-8" U-360 1-0- 0zjt 0 7- 4-0 7-3-0 14- 8-0 Over 2 Supports Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI-95 STD 18.2c4 FL/1/4/E Scale =.375" Ft. WARNING " TRUSSES REQUIRE EVTREMf CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND T C L L•• 20.0 P S F R E F R 08 1-- 3 9 1 5 9 BRACING. REFER TU N10-91 (MANUEING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PIAIE INST I7UlE ! 503 D'ONOf10 E)A.. SUITE 200, MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR 10 f PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORE) SHALL HAVE PROPERLY AIIACHED T C DL /-/ 0 P S F DATE 0 3/ 0 3/ 9 8 SIRUCTURAL PANELS. 807TOH CHORD SNAIL HAVE A PROPERLY ATTACHED 41610 CEILING. IMPONTANT" FURNISH A COPY OF THIS DESIGN TO THE IN51ALMION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR081 98062002 PRODUCIS, INC. SHALL 001 BE RESPONSIBLE 10R ANT DEIIATION FROM THIS DESIGN; ANY FAILURE 10 BUI10 THE IRUSSIS IN COMFORNANCt YI III TPI; OR fABA ICATlN6, HANDLING, SHIPPING. INSIAIIING AND pp ORACING Of TRUSSES. THIS DESIGN CONfORMS WIN APPLICABLE PROVISIONS Of NUS (NATIONAL DESIGN BC L L O. 0 P S FH C- E N G V B/ W P F SPECIf1CATION PUBLISHED 01 THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE 0 TOT, LD . 37. 0 P S F S E O N - 16224 COIINECIORSAREMADEOF20GAAS]" A653 GN10 GALS. STEEL, EXCEPT AS NOTED. APPIT CONNECTORS TO^' n•'•,' EACHFACEOfTRUSS. AND UNLESS OTHf RWISEIOCAIEO ON THIS DESIGN, POSITION CONNECTORS PER 4A r DRANIN6S 160 A'I. THE If. OR THIS DRAWIN6 INDICATES ACCEPTANCE DF PROfE5510NA1 ENGINEERING a IR . F AC . 1 . 2 5 FROM G B W AI meEn neercdPn)dllCts,lnc. RESPOMSIBIIfIY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS No.22939 _T P IHtnCY aCity,f i. oduct COMPONf N7 FOR ANT PARTICULAR BUILDING IS (III RESPONSIBILITY Of III[ BUILDING DESIGNER. PLR S A CI N GS E E A B O V ANSI/TPI 11995 Sf C110N2. ---.— 21164-5H4 2879A - AGE1 TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. 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. 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. W4X4= W2X4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 100 MPH WIND, 20.0 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. U—UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY 'ATTACHED TO THE BOTTOM CHORD. A1)- R-114 PLF W-7-0-0 U-120 PLF R=114 PLF W=7-0-0 U=120 PLF 1-0.0 1-0-0 L, 10-0-0 10-0-0 IE 20-0-0 Over 2 Supports 17-4-12 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI-95 STD 18.2c4 WARNING-- TRUSSES REQUIRE EITREME CARE IN FABRICATION, BAKER. ING, SHIPPING, INSTALLING AND BRACING. RffER TO MIB-91 IHANDU NG INSTALLING AND BRACING), PUBIISMEO .1 111 L1RUS5 PLAT'. INSTITUTE, 5B3 O'ONaFRIO DR., SUITE 200. MADISON. NI 53719), FOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERtY ATTACKED STROCTUR At PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACKED RIGID CEILING. IMPORTANT^ FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, IMC. SHALL NUT BE RESPONStoIE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE f0 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSIAI.IING AND BRACING Of TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 005 LNATIONAI DESIGN SPECIE ICAIION PUBLISHED BY III( AMERICAN fORESI AND PAPER ASSOCIATION) AND IPI. ALPINE 1 syyV, CONNECTORS ANE MADE Of 20GA ASTM A653 GRAD GALV. STFEL, EICEPT AS ROTEO. APPIT CUNNECTORS TO (dRIL EACH FACE Of TRUSS, AND UNLESS OIHfRWISt tOCAlfO ON THIS DESIGN, POSl11UN CONNCUORS PIR Walter tai. 'CV ,; ?) DRAWINGS 160 A-1. 111E SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING P. 1 y € I. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OESIGN SHOWN. TOE SUITABILITY AND USE Of THIS ,,T pAlpineEngineeredProducts, Inc. COMPONENT FOR ANY PARTICULAR BU'ILDIMG IS I,I RISPURSI01LIIV Of 1HE OUILOING DESIGNER, PER No. 22839 tIKI/1CSCiiy,i'i, 33lF1A ANSIl1PI 1 1995 SIMON 2. rL/ iIf - IF I -/ - TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOTAD. 37.0 PSF DUR_.FAC. 1.25 SPACING SFF ABOV1 AG F- I Scale=.25"/Ft. REF R081--36893 DATE 04/29/98 DRW HCUSR081 98119179 HC-ENG VB/WPF SEON - 21994 FROM GBW 21164-5114 2879A - A3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ITHE 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. 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.I 4X8 (R) 111 100 MPH WIND, 20.39 FT MEAN HGT, SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 4,50 FT FROM ROOF EDGE. WIND TC DL 5.0 PSF, WIND BC OL - 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. QL * 2X4x3-O-O #2 OR #2 PT SO. PINE SCAB. CENTER SCAB WHERE THE TWO TRUSSES MEET AND ATTACH WITH 10d COMMON OR 0.128"0" GUN NAILS SPACED @ 4" O.C. STAGGERED THROUGHOUT. QtNOTE: THIS TRUSS MAY BE ATTACHED AS SHOWN IN DETAIL, TO TRUSS #.{ FROM DRAWING HCUSRO81. 97351146 (B2). 1 , SPS2 OR CHOD I 1"liffll B2 TRUSS BUCKETS INTO BOTTOM CHORD OF GIRDER) 5XS = 'FAli 4X4 (A2) - 2X4 R-776 W-8" U-440 2X4 110y0 L3-2-0— J I 3I2,%9 11-7-4 _I_ 11-6-12 _I B 23-2-0 Over 2 Supports R-997 W-8" U-510 Note:. All Plates Are 2X4 Except As Shown. PLY TYP. Alpine TPI-95 Design Criteria: TPI 18.1b8 FL 1 E - Scale =.25" Ft. WARNING" TRUSSES 0.£OUIRE EXTREME CARE IN FABRICATION, HANDLING,. SHIPPING, INSTALLING AND TC LL 20.0 PSF REF R081. - -31845BRACING. REFER f0 NIB9l (MAMOLIM6 INSTALLING AND BR Af IN6J, PUBLISHED BY TPI (TRUSS PLATE IMSTITYT E, 583 D'ONOF 10 OR., SUITE 200, MAOISON, W1 63119j, FOR SAFETY PRACTICES PRIOR 10 — PERFORHING TNES£ FUNCTIONS. UNLESS OTNERYISE INDICATED, TOP CHORD SWA/l NAPE PROPERLY ATIACNED TC D L 7.0 P S F DATE 08122197 STRUCTURAL PANELS. BOTTOM CHORD SMALL. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY Of TNIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED y BC D L 10.0 P S F DR W HCUSR081 97234088PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND B C L L 0.0 P S F HC - E NG SBBRACIN6OiTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 1 0,' SPECIFICAII01 PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAOE OF ZOGA ASTM A653 GR48 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO wfll%BL F. Finn- P.E. TOT.LD. 37.0 PSF SEON - 11431 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING -No. 2,2839 OUR. € AC . 1 .25 FROM GBW AllRC Fn in=cd Products, IAO RESPON$181LITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS AlpHNuus City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SP-ACING YNGSE E ABOVE ANS17TPl11495SECTION2. 21164-5H4 2879A - Al) TOP CHORD 2x4 SP }2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP p3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD. 2x4x3.0.0 #2 OR #2 PT SO. PINE SCAB. CENTER SCAB WHERE THE TWO TRUSSES MEET AND ATTACH WITH 10d COMMON OR 0.128"0" GUN NAILS SPACED @ 4" O.C. STAGGERED THROUGHOUT. P-1 5A5 = 4X4 (A2) 4X4 yxv = THIS ONG PREPARED FROM COMPUTER INPUT (LOADS t: DIMENSIONS) SUBMITTED BY TRUSS MFR. 100 MPH WIND, 20.39 FT MEAN HGT. SBCCI, ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC OL a 5.0 PSF, WIND BC OL - 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NOTE: THIS TRUSS MAY BE ATTACHED AS SHOWN IN DETAIL, TO TRUSS FROM DRAWING HCUSR081 97351146 (82). a 17-4-12 4X4(A2) - I 0-0 11-7-4 _1_ 11-6-12 _1 23-2-0 Over 2 Supports abi 917 W-8" U-500 R=855 W-4' U-420 PLT TYP. Alpine TPI-95 Design Criteria: TPI YARNINGI TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING. INSTALLING AND BRACING. REFER TO NI" (NANOI ING [NSMLL G AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. SB3 O'OMOF [0 00.., SUITE 200, MADISON. MI 53119). FOR SAFETY PRACTICES PRIOR f0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAY£ PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACKED RIGID CEILING. IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROOUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TNIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES 11 CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BNAC116 OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUS I$MEG BY THE AMEN ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MALE OF 26GA ASH A663 6240 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTNERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE 5EAL ON TO IS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products,Ine. RESPONSIBILITY SOLELY FOR THE IRUSS COMPONENT DESIGN SNOOK. THE SUITABILITY AND USE OF THIS He1neN Cat ,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Y ANSI/TPI 1-1295 SECTION 2. Al A2 OR A3 TRUSS RtSTS ON TOP CHORD OF GIRDER) GIRDE B2 TRUSS CHORDEOF GIRDER)TTOM I 3/ 2-s11 8. lb8 `i FL/1/-/-/E/-/- TC LL 20 0 PSF TC nL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF Walter P. Finn, P.E. TOTAD. 37.0 PSF No.22839 DUR.FAC. 1.25 I SPACING 24 . 0" 56 0 Scale—. 25"/ Ft. REF R081-- 31843 DATE 08/ 22/97 O RW HCUSROBI 97234086 HC-ENG / SB SEON - 11318 FROM GBW 1164-5H4 2879A - A4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 5 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. W a W 4 X 6 = W4X6= i"[!SE 100 MPH WIND, 20.24 FT MEAN HGT, SBCCI. ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL — 5.0 PSF. WIND BC DL — 5.0 PSF. U—UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PRQPERLY`ATTACHED TO THE BOTTOM CHORD. 1-0-0 L— 11 -0-0 10-11 -8 _I fQ 23-2-0 Over 2 Supports R=913 W-3.5" U=500 Wave TPI-95 Desi n Criteria: TPI-9 Alpinc EngitTccred Produc(s, Inc. 1(Nines Pity, FI. 33844 WARN ING•' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HAVOL ING, SHIPPING, INSTALLING AND BRACING. R,FfR TO N18 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, S83 O'ONOf R1O ON., SUITE 200. MADISON. NI $31I9). FOR SAFETY PRACTICES PRIOR TO PERFORMIRG THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DES16N TO THE INSTALLATION CONTRACTOR. AIPINf ENGINffAED PRODUCTS, INC, SIIAtI NOT BE RESPONSIBLE FOR ANY OfVtAT1ON FROM IRIS DESIGN; ANT IAIIURE TO BUILD TILE 1RUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDlIMG, SHIPPING, IMSTA1.IIf AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL Of SIGN SPECIEIGAIION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE NAOE OF 2OGA AST" A653 GRAD GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACq FACE OF IR ISS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS I6O A-1. THE SEAL ON IRIS ORAWING INDICATES ACCf PTANCf Of PROf LSSI(INAI fNGINflltl*G RLSPONS16111TV SOIEI.Y ION THE TRUSS COMPONENT OLSIGN SHOWN. Illli SIIIIADI( IIV AMII HSI Of IIIIS Cd"PONt NI FOR ANY PARIICUt AN 01111HING IS IN(. NLSPONSIUII. III Of IHt NOl(DING to $l GNi.N, elm ANSI(IYf 1 1955 SlClluN Z. 4(A2)a 0-4-7 17-4-12 R-855 W-4" U-420 am , Waiter P, Finn, P.E. Teo. 22839 rLiiI TC LL TC DL BC DL BC LL TOTAD. DUR.FAC. SPACING 1r-/-I- 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF 1.25 24 .0" A Scale=.25"/Ft. REF R081--36890 DATE 04/29/98 DR W HCUSR081 98119176 HC-ENG VB/WPF SEQN - 21943 FROM GBW 21164-5H4 2879A - A5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. W 100 MPH WIND, 19.74 FT MEAN HGT, SBCCI, , ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. - WIND TC DL — 5.0 PSF, WIND BC DL 5.0 PSF. 1 U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X6= W06= 1-0-0 I 9-0-0 I 5-2-8 I 8-11-8 _I 23-2-0 Over 2 Supports R-913 W-3.5" U=490 PLT TYP. Wave TPI-95 Design Criteria: TPI- WARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. NEFER TO HIB-91 (HANDLING INSTALLIN6 AND BRACING), PUBt ISH€D BY TPI (TRUSS PLATE INSTITUTE, 503 O'OR0fRIO OR... SUITE 200, MADISON, YI 13719). f09 SAFETY PRACTICES PRIOR TO PERFORHING THESE FUNCTIONS. UNLESS OTHERWISE fNOICATEO. TOP CHORD SHALL HAVE PROPERLY ATTACHED SIRUCTURAl PANESS, BOTTOM CHORD SNAIL HAVE A PROPERLY ATTACRED RIGID C€ILING. IMPORT ANT" FURNISH A COPY OF THIS 011, X 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS INC. SMALL N0T BE kE SPONSIBLE fOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUTLO 1NE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING, HANDLING, SNIPPING, INSTAi LING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NAIIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 206A ASVM A653 G940 GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS Pig DRAWINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING Atil)e EM ifteefed Products, Inc.RESPONSIBILITY SOLELY FOR THE TRUSS COMPOkENT DESIGN SHORN. THE SUITABILITY AND USE Of THIS n ,{. Z a-{i COMPONENT FOANY PARIICHIAN HOIIDING IS ]Of RESPONSIBII ITY Of )LIE BBIIDIRG DESIGNIR, PIN UIITCR (:ITYANOI111,1 1 1%4 STcf(Ory 4 A2)m 0-4- 7 +17-4-12 R-855 W=4" U-420 18.2c4 FL 1 - E TC LL 20.0 PSF TIC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF Waiter P. Firm, P.E. TOT . L D. 37.0 PSF Na, 22939 D JR . FAC . 1.25 SPACING 24. 0" A5 Scale=. 25"/ Ft. REF R081-- 36891 DATE 04/ 29/98 D R W HCUSR081 98119177 HC-ENG VB/WPF SEQN - 21947 FROM GBW 21164-5H4 2879A - A6G TIETL; nun DOrPAOrn CRnm rnmPIITLR INPUT (I (TAn,, a nTMFasT()NS1 SUBMITTED BY TRUSS MFR. i TOP CHORD 2x4 SP #2 N I BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C. I MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 100 MPH WIND, 19.24 FT MEAN HGT, SBCCI. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC OL — 5.0 PSF. U—UPLIFT CONNECTION REQUIRED AT BEARING 1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. W4X8- W2X4III W4X8- AGGW2X4 W2X4 6 T-71 1 6 W3X8(81)= W3X8(B1)- 0-4-7 17-4-12 W5X5= W3X8= W4X4= mT 1-0-0 I, 7-0-0 I 9-2-8 6-11-8 J 23-2-0 Over 2 Supports R-1755 W=3.5" U-910 R-1696 W-4" U-840 PLT TYP. Wave TPI-95 Design Criteria: TPI-95 STO 18.2c4 FL 1 E Scale 25" Ft. YARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO RIO 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T /FA. L L 2 0.0 P S FR E F R 0 8 1-- 3 6 8 9 2 DATE 0 4/ 2 9 9 8 14S71TUTE. S63 D'ONOFRIO 04., SUITE 100. MADISDN, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING TMESC FHNCTIOAS. UNtESS OTHERWISE INOICATED, TOP CHORD SHALL HAVE. PROPERLY ATTACKED STRUCTURAL PANELS, BOTTOM CHORD SMALL KAYE A PROPERLY ATTACHfO RIGID CEILING. IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED T C I pp BCD LDL 7. O 10. 0 P S F PSF ORW HCUSR081 98119178 PROOUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO H C - E K G V B/ W P F BUILDTHETRUSSESINCONFORMANCEWITHTPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORM$ WITH APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN S C L L 0. 0 P S F S E Q N - 21951 SPECIEICAT10NPUBLISHEDBYTHEAMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of TOGA ASTH A653 GRAD GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO U T 0T ,L D . 37.0 PSF A LIKE',,, II1CCfCdProducts,.IOG. PTIH,EM.YCity,f'T. 33844 EACH FACE OF TRUSS. AND HNlESS OTHERVISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS I60 A I. THE SEAL ON THIS DRAWING INOIC.AlfS ACCEPTANCE Of PRUIESSIONAI ENGINLIRING RESPONSI81I. f V SOIEIY FOR THE TRUSS COMPOILNI DESIGN SHOWN. IRE SUIIABIIIIY AND USE Of II115 COHPONENI FUN ANY PANTICUI FN HII II D{NG IS [HE RESPONSIUII IIY Of Ill[ HIIIIDING HLSIGHEN, PI I! ANSI/ I PI1 1l55 SII 1IIl 2. R% BIICjf P. Fr11n, P:E. No. 2.2839D ilR F AC . 1.25 FROM G B W _ r LTn PA ( 1- RO SPACING 21164-5H4 2879A - D1 TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N i WEBS 2x4 SP #3 11DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. W4X4m W2X4 4(A1)= R-231 PLF W-1-4-0 U-200 R-231 PLF W-1-4-0 U-200 I 4-2-0 4-2-0 8-4-0 Over 2 Supports THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY TRUSS MFR. 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 12-8-0 7DI PLT TYP. Wave TPI-95 Design Criteria: TPI-95 STD 18.2c4 FL 1 - E - Scale =.375" Ft. WARNING, TRUSSES REOUIRE'EVTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. IIIER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5B3 D'ONOf IO OR.. SUITE 200. HADISDN. WI 53719). FOR SAFETY PRACTICES PRIOR TO PERT ONMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTON CHORD SHALL HAVE A PROPERLY ATTACHEO RIGID CEILING. IMPORTANT— FURNISH A COPY Of THIS O£SIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. 1MC. SiIALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE fR055IS IN CONFORMANCE Willi TPI; OR FABRICATING, HANDLING, SNIPPING, INSIALLING AND BRACING Of IRUSSES, IRIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF AIDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY 111E AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECT ONS ARE MADE OF 20GA ASIM A653 GR/0 GALY. STEEL,. EICEPT AS NOTE[). APPLY CONNECTORS 10 EACH FACE OF 1RUS$, AND UNLESS OTHERWISE LOCATED OR THIS DESIGN, POSITION CONNECIORS PER DRAWINGS 160 A I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGRESPONSIBILITYSOLELYfORTIIEIRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE Of TI115 wjTOTWEElwrP. Film, P.E. 2L839 . TC L L 20.0 P S F T C DL 7.0 PSF BC DL 10.0 PSF B C L L O. D P SF L 0. 37.0 P S F R E F R 0 8 1-- 3 9 1 6 0 DATE 0 3 / 0 3 / 9 8 DRW HCUSR081 98062003 H C- E N G V B/ W P F S E 0 N - 16261 OUR . F AC . 1.25 FROM G B W A, Q MSPACING24AlpineEngineeredProd110E5, INC. P Iin1DaL4City, FT, 33944 COHPONENT FOR ANY PARTICULAR 6010ING IS THE RESPONSIBILITY Of TIIE BUILDING DESIGNER, PER ANSI/ TPI 1 1996 SECTION 2. 21164-5H4 2879A - DGE THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. i TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 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. 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. W4X4= W2X4HI — W2X4M 6 F— 6 W2X4(A1)= W2X4(Al)= 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL — 5.0 PSF, WIND BC DL = 5.0 PSF. U=UPLIFT CONNECTION REQUIRED AT BEARING DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 12-8-0 W2X4 W2X4 MW2X41H R-272 PLF W-1-4-0 U-200 R-272 PLF W-1-4-0 U-200 1.0 1-0- 4-2-0 I, 4-2-0 _I 8-4-0 Over 2 Supports --- V Vv S 0 PLT TYP. Wave TPI-95 Design Criteria: TPI-95 STD 18.2c4 FL 1 - - E - - Scale =.375" Ft. YARNING`• TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. RffER TO HIB-9l (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. S93 O'BNOFIO DR., SUITE 200. MADISON. WI S37L9), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTOAAt PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•• fURNis" A COPY Of THIS OE51GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PNOOUCTS, INC. SHALL NOF BE R"P(""0 1 FOR AMT DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD 111E IROSSES IN CONFORMANCE WIIB IPI) OR FAURICAIING, HANDLING, SNIPPING, INSTALLING AND SPACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPECIFICA7104 PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AXO TPI. ALPINE4 CONNECTORS ARE MADE OF TOGA ASTM A663 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNLESS OtI1E0.NlSE LOCATE(! OY ill{S DESIGN. POSITION CONNECTORS PER ORAVINGS 160 A -I. IBE SEAL ON IN ISORATING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEfRING RESPONSIBIIITV SOLELY FOR THE TRUSS COMPONENT DESIGN SNOYM. THE SUITABILITY AND USE OF THIS 61 0 i>1Walter P. I'+jj1(j,I;, p TNo. 2 839 T C L L 20.0 P S F I C DL 7. 0 PSF BC DL 10. 0 PSF B C L L 0. d P S F L O 1. LO, 37. 0 PSFFTOT. REF R 0 8 1-- 3 9 1 6 1 DATE 0 3 / 0 3 / 9 8 DRW HCUSRO81 98062004 H C- E N G V B/ W P F S E Q N 16258 I)J . F A C . 1 .25 F R 0 M G B W SPACING S E E A B 0V Alpine EnglneereA PTCMIUCdS,Inc. IlIingi ;pCity, Fl, Products, COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUIIDING DESIGNER, PER ANSI/IPI 1 1996 SECTION 2. 21167-5H4 2879A,B 01 - F2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N I WEBS 2x4 SP #3 1 IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC @ 24.00" OC W4X4 6 110 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. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 6 F _' 6 W2X4(A1) = W2X4(Al) 9-0-0 W2X4 III R=502 U=340 W=8" R-502 U-340 W-8" 6-0-0 l 6-0-0 _I 12-0-0 Over 2 Supports j PLT TYP. Wave TPI-95 R Design Criteria: TPI STD WARNING*` TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING A40 BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR.,. SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PAMELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE 7RUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND A T AI BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of JIGS (NATIONAL DESIGN 1 1 tiLP SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINECONNECTORSAREMADEOf20GAASTMA6536940GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER CRAVINGS 160 A-1. THE SEAL ON THIS BRAVING INDICATES 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 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 8.2f3 il ,o Walter P. Finn, P.E. No. 22839' HI/1/-/-/E/-/- TC ILL 20.0 PSF TC DL 7.0 PSF HC OL 10.0 PSF BC LL 0.0 PSF TOT.LD. 37.0 PSF DIR . F AC . 1.25 SPACING 24.0" rl or Scale=.375"/Ft. REF R081--59759 DATE 12/06/00 DR W HCUSR081 00341205 HC-ENG VB/MMA SEON - 11392 FROM EC Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3H8/2002 mklemasters.xls PAGE DESCRIPTION DRAWING # / REPORT # SERIES INDEX MASTER FILE NUMBER 1 1 JINSTALLATIO14 DETAIL W/ TAPCONS HORZ SLIDING FLANGE WINDOW XOX CONFIGURATION FLEX0022 1000 , 2 • IINSTALLATIoN DETAIL Wf#8 SCREWS HORZ. SLIDING FIN WINDOW IFLEX0028 I1000 3 INDEX 4 INDEX,;' 5= JINSTALLATION DETAIL WW SCREWS HORZ SLIDING. FIN WINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 ` JNNSTALLATION DETAIL WlrAPCON , HORZ. SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 .: NSTALLATM DETAIL• SGL. HUNG FLANGE WINDOWS IFLEX0029 IFLEX0020 JFLEX0016 11000 11000 11000,1500 & 2000 6 INDEX . 7 INSTALLATION DETAIL WAN SCREWS MASTER FILE NUMBER 4 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW IFLEX0026 FLEX0018 11000,1600 & 2000 1000 b 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 8 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLBX0035 10001760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 10001760 & 2000 11 INDEX . 12 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW MASTER FILE NUMBER B ISUDING GLASS DOOR INSTALLATION WITH TAPCONS FLEX0037 IFLEX0021 1000,1760 & 2000 1500,1000 & 2000 13 INDEX , . 14 ISLIDING GLASS DOOR INSTALLATION WITH N8 SCREWS MASTER FILE NUMBER 6 .. -: - FIN TRIPLE HORIZONTAL MUUJON SECTIONS / DESIGN PRESSURE CAPACITIES FLEX0027 1HMFINTR 500,1000 & 2000 1000 / 1600 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 100011500 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 11500 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1500 18 FIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE. CAPACITIES, 1HMFIN 1000 / 1600 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 11VMFIN 1000 / 1600 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFLO 1100011500 22 ' INDEX : 23, FLANGE VERTICAL MULLION INTO HORIZONTAL I DESIGN PRESSURE CAPACITIES j1VMHMFLG MASTER FILE NUMBER 7 FIN TRIPLE HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFINTR 12000 1000 / 1600 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 26 FLANGE VERTICALMULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VM14MFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 JFLANoE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLG 2000 30 IFIN VERTICAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2VMFIN 2000 31 IFLANGE VERTICAL MULLION SECTIONS !DESIGN PRESSURE CAPACITIES 12VMFLO 2000 A,4 Ab IS ~ ED CITY OF SANFORD Page 1 of 1 mllemasLos.0s TEST REPORTS Q ALflY WINDOWS BY MORIDA EXTRUDERS BOAF TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1A 53 1/8" X 72" SER. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW NCTL-210-1949-2 48 1/2" X 84 1/2" SER. 1500 SINGLE HUNG NCTL-210-2318-1 53 1/8" X 72" SER. 2000 SINGLE HUNG NCTL-210-2344-1 72" X 72" NCTL-210-2678-1 108" X 72" SER. 2000 FIXED WINDOW SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1 /4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 180" X 96 3/4" SER. 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1/2" X 96 1 /2"SER. 2000 SLIDING GLASS DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. BOAFTEST ONE By WORD nasQa+RtrLOPENINcHUSKBYOTHERSOPENING pTHERSCAULKBETWEENWOOD1-1/a- 14N BUCK a N-S'Y. OPENING BUCK WIDTH j cwE C-T CONCRETE OR HY OTHERS ASONRY OPENING SHL„ AS RE0'0. I D 3Y OTHERS INSTALLATION A14CHOP. 'LANCE TYPE t/4• MAX. 3/16' DIA. TAPCON WINDOW FP.AmE cSEE NOTES) SHQVN (SEE NOTE 9) JAMB ONE BY WOOD INSTALLATION ANCHOR BUCK BY OTHERS 3/16, D?A. TAPCON SHOWN (SEE NOTE 9) 1 i CAULK BETWEEN WINDOW FLANGE I a WOOD BUCK II 1-114' 141N. GLASS (TYP.) Q EMBEDMENT (SEE NOTES) I L I -i STUCCO J BY OTHERS PERIriTER CAULK BY OTHERS GLASS (TYP.) SEE NOTES) WINDOWHEIGHT PERIMETER CAULK By OTHERS G CAULK BETWEEN WINDOW FLANGE a WOOD SICK PER?„£1ER SLAIN AS RED'A CAULK 1/4' MAX. 8Y OTHERS 1jiSEENOTES) WINDOW WIDTH 1 FLANGE TYPE STUCCO WINDOW FRAME BY OTHERS CAULK BETWEEN HEADER SECTION B-B „AS'Y.OKNSUCKINGBY DINERS BUCK HEIGHTWINDOW HGT. I K- FLANGE TYPE WINDOW FRANC SILL WINDOW WTH. ELEVATION VIEWED FROM EXTERIOR O Q SILL STOOL * _ 8* OTHERS Q O, CAULK BETWEEN INDOV FLANGE PRECAST SILL L PRECAST -SILL By OTHERS r,,111y'• W/ WULKEN 116 ADHESIVE CAULK cm - ``' ORAPROWEDCOL. SECTION A -A F 212002 A A It sp-PkCPARf^. !r: Pk76UC1 L APPLKA710M E,4Rvt1NG. TAPCON LOCATION CHART CALL TIP TO L AI.ON$ IN HEAD OCATiONS IN JAM 50 yr To 5OPSF To SIZETIP022 74 X 26 C.c c.0r u 1 IJ D23 74 X 38 3/8 C.D v.G.E I,J.K,L I.J.K,L 024 7. X 30 5/6 C.0 C.O.E I,J.K,L I t I/. X . x., iJ K:L 033 11G1 1/. z 38 3/6 B.C.0 I D.E I,J.K,L 1JA.I. 4 1 I. % So • B.C,C I I,J.K.L G H i J K T22 11 X o A. IJ T23 t 11 x 38 3/6 B.0 CA .' D E.F I,JX.L IIJ,K.L Ir. 111 X 6 B;C,O A,C D E,. AF IJ.K.L 1 K L M2 120 X Zra ZwLx Ij, d. IJ,KA M3 120 X 32 3/3 B.C,c.E ' I. A.BCAE.FI,.IX.L I.J.K.L 1 x A:B C.i. Aa,C.D,Ef G, JJ/.L IJ.K.L 6020 72 x 24 I,J 72 x C.D CD IJ 1J.K ,t 9040 460IC,D.E I.I.X, IJX.L BA X 24 a- I•. 7030 H4 X 36 B Cr ° C.D.0 IJX:L IJXA 7040 a 4A B.C.^.. X O.E W.K,L IJ1(.L 3320 96 X 24 I.J.K.I. 8030 46 X 36 B:C.C.. 9 c.O.E IJX.I u.K.L B.0 : 4.3.C..DE,f MJ Kr H.I J K L 9020 1O8 x 2s 0 o,l., 's fJ IJ.K;L 9030 tOH % 36 B.C.C.- I 3,C,D.E IJ:K,LIJ.K,L B C c A .C.2i % I K 10020 j 120 X 24 I,J uKL 10030 120 % 36 B.G A B.C,D:-..F IJ,K:L I,J:K:L 1 M40 I 120 X 48 B.C. ' A B.C,D,E.F I,J.K,L I,J,K,L NorS- 1) SHIM AS REO"D. AT EA^,- INSTA_LATION ANCHOR. N-l. ALLOWABLE SKIM STACK TO BE 1/4-. 2) mNDON FRAME MATERIA_; ALUMarUM A_LOY 6063. 3) TAPCON INSTALLATgN A%CNOR MUST BE OF SUFFIC,ENT LIM. TO ACHIEVE YIN, EMBEDMENTOf 1-)/4- INTO MASONRY OR CONCRETE. 4) USE ulco uo ACRr.IC CAULK BEHIND wv4DOw F-"E AT HERO 6: JAMBS. SILL MUST BE ATTACHED 10 THE SUBSTRATE lmT.f VULKEM 116 ADHESNE CA" OR A: -ROVED EOLIAL. H S) uSE SIUCOMZED ACRr.:: CALr_x FOR PERIMETER SEAL AROUND EXTERIOR I OF w7NOOw FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY .LISTED MTri NExT LARGER SIZE. FOR SHE APPROPRIATE DESIGN PRESSURE REO'O. J B 7) GLASS TrOCKNiESS MAY VARY P-R THE KoutRENEWS OF ASTM E130O GLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CART INDICATE WHERE TAPCON ANCHORS ARE TQ BE K+STI.ED WHEN Us Nc THE EXTERIOR ELEvAT1ON AS A KEY. L 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED W:' /8 S:REWS Of SUFFOE%7 LTH, TO PROVIDE MIN. $/a IN. EMBEDME'•T fNTZ WOO' BUCK. 10) APPUCAT'ON OF VULKEV 71E A:. ESNE CAULK AT =-AME SILL MUST COMPLY WITH SCALAN- MANUFA,:TUFrR,S RECOM E11DAVONS, 11) WHERE wwDOw IS INSTALLED m MASONRY OPENINW, WITH A STRUCTUAL Two By BUCK, USE j'0 SC=.ENS OF SUFr1CIENT LENGTH TO Ahu£vE 1-3/8- MIN. EMSEDM71.T AT A:L MSCALLATION FAi:ENER LOCATIONS. SMEATHING CAULK BETWEEN By CTHERS WINDOW F," t SI{ATMWG INSTALLATION ANCHOR f8 SCREW STUC:J OR SIDING BY 3TTBRS PERIMETER CAULK BY OTHERS xA?ING (Tip.) SEE NOTE 7) WINDOW 1£IGMT PERIMETER CAULK or OtHERS 1' MIN. TWO By WOOD IBEDHCNTI— /— BY OTHERS thSTALLATMN \ ANCHOR MB SCREW 1.11%0 OR SiD111G By OTHERS CAULK BETWEEN 1 WINDOW FIN +J MIN. i $MEAIHING SHEATHING EMBEDMENTBYOTHERS SECTION A -A 1/A' MAX. SHIM SPATE SHIM AS REO'D. SEE NOTES) FIN TYPE WINDOW FRAME HEADER Fin type WINDOW WIDTH 2s• OE, MAx. IIcTrp.) I A EDU? WINDOW HEIGHT r SPACE ANCHORS A 6• MAx.J 24• O.C. MAX O.C. TYP.) WINDOW FRAME 6' MAx, MP.)-41-- — SiLL EE E _ LXILVIEWxRIOR MARBLE SILL STOOL BY -, t _ OTHERS C22 S -. 1 'i! `RMA a' G A F Ii% l « LIT SHId.. N•M SPACE MAX. SHIM AS REO'D. SEE NOTre, TWO By WOOD By OTHERS WINDOW WIDTH TWO By WOOD — 8Y OTHERS SHIM AS (SEE NOTES) 1/ f' MAX. SHIM SPACE CAULK BEIVEEN IFWINDOW FU+ t SHEATHING 1' MIN. EMBEDMENT j GLAZING ( TYP.).J tiff NOTE 7) pER;.ETER J. CAULK HEA7MNGi BrG'HERS B r HERSS ILAT FIN TYPE WINDOW FRAME JAM3 STUCCO OR SIDING By OTHERS ANCM RB SCREW SECTION 8- NOT-Is 1) SHIM AS REO'O. ADJACENT TO. EACH INSTA:.ATON v4MCp. mu. ALLOW*LE SHIM STACK TO BE 1/ f . 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063, 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT L7H. TO A_wEvE MIN. EMBEDMENT OF 1' NRO WOOD FRAME MEMBER. A) USE WW' SIUCONM ACRYLIC CAIBEHINDNDONAKAT MEAD. SILL i JAMBS. S) USE S0. ICONIZED ACRYLIC CAULKFOR PER.METER SEA: AROUND EXTERIOR OF WINDOW FRAME. 6) CLASS THICKNESS MAY VARY PER THE RE:JIBL`MENTS Or ASTMC1300 GLASS CHARTS.. 7) *INSTALL INSTALLATION FASTENERS AT 6" M-x. FROM COG..:ERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. Yr'M A.NCHCR S?ACINGAS STATED. IS 70.0 PS, FOR ALL AvAILABLE SIZES UP TO 73' x W ". RLIAKLD T: FWI. VL- i N'.LILw UJ, LMIYMLGRDR.. Ha... c a .ni cn+. .v+a rn.., .v.c caa. R .-., rw.w .c ••a vs -.. ... .... . s SHEATHING CAULK BETWEEN BY OTHERS WINDOW FIN LS.CATmING -\ INSTALLATION ANCHOR as SCREW STUCCO DR SIDING ByOTHERS PERIMETER —/ CAULK, By OTHERS GLAZING (TIP.) tiff NOTE 7) WINDOW MEIGHT PERIMETER CAULK - + By DTMERS INSTALLATION ANCHOR r8 SCREW STUCCO OR IDING BY—, DINERS CAULK BETWEEN VSNDOW FIN t SHEATMING TWO BY WOOD 1/4' MAX.AULK BETWEEN WINDOW WIDTH WINDOW FIN MIN. BY OTHERS SHIM SPACE L S.EATMINGEnt Two By WOOD BY OTHERS SHIM AS REO•D. SEE NOTES) 1/4' MAX. SHIM SPACE _ r Mtx gp11` EMBEDMENT p SHIM AS REOD. — i IN TYPE (SEE NOTES) WINDOW FRAME HEADER GLAZING (TYPJ SHEATHINGMENOTE7) IT OTHERS WINDOW WIDTH pERIMEt£a F)N TYPE WINDOW2tD.C. FRANC JAMB CAULK INSTALLATION AlA BY OTHERS ANCHOR IB SCREW I <TYP.> r STUCCO ORM SIDING BY DINERS SECTION B-B viNDOCOUALLY SPACE FIN TYPE HEI6MT / / / ANCHORS (TYP.) WINDOW, FRAME S. B iILt) SHIN AS REO'D. ADJACENT TO EACH r;STA AAT'gNANCHOR. MARBLE SILL - A a — VAX. ALL04rABLE Semi STACK TO BE 1/4•. STOOL BY 24' O.E. (TYP.) 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6061 OTHERS MAX. (TYP.) 3) INSTALLATION ANCHOR OUST OF SUFFICIENT LM TO 6' MAxcTYPJ AC)nEvE MIN. EMBEDMENT OFT INTO III= FRAME MEMBER. A) USE SkXON2ED ACRrJC CAULK BEHIND WINDOW fIN AT HEAD. SILL 6: JAMBS. FOR PERIMETER SEAL AROUND 1/{' MAX. r SHIN SPACE fl SHIM AS REO'D. SEE NOTES) J i MIN. SHEATHING J E149EDKNT Iva BY WOOD HT OTHERS BY DINERS SECTION A -A VATION ") EXTERIOR Or OrroWINOrr .AM AEw 0 x R10R 6) CLASS TM CKNESS MAY vA4Y PER THE REOUr1EMENtS Or ASTM E1300 CLASS C)•ARTS. r. *l•• n ? G+ A ; - . I` 1 ^ 7) INSTALL tNVALLCom FATEMERS A7 6' MAX. FROM CD-'4ERS A• 2A•'y r• AND MAX, 24' O.C. OESIONPRESSURE CAPACITY OF INSTALLATIONS 711THANCHORSPACNCASSTATED. IS 70.0 PSF FOR ALL AVApABLE SJUS UP TO 119' X 49 5/8• MAX. REV DESCRIPTION DATE I FLORIDA EXTRUDERS INTERNATIONAL, A.tP INC e TITTLE: INS7ALLATIO14 DETA).L W1 #8 SCREWS HOR2. SLIDINGI FIN WINDOW xOx CONFIGURATION- SERIE, iC100 DP.AMN BY: BB APPROVED BY: a C 3 L'vU DATE: 12/ i 7/D i SCALE: N. T. S. I DWG.: FLEx0029iREpMED BT. PRg"l L AP:ICATtON ENGINEERING. INC.. 2S0 INTERNATtp AL PKVs_ SITE 250. HE•THR3W •_CRIDA 3274i P.ONE A07 605-11HS "Al A07 I::-0356 CONCRETE OR MASONRY OPENINGBYOTHERS DNE BY WOOD BUCK BY OTMERS CAULK BETWEEN CvINDQWFLANGE L WOOD B1K-K -. f STUCCO BY OTHERS PERIMETER CAULK WA BY OTHERS WINDOW HEIGHT GLASS (TYP.) -/ cSEE NOTES) PERIMETER CAULK BY OTHERS CAULK BETWEEN BUCK L MAS•Y, W BY C V U INSTALLATION ANCHOR RS 3/15' DIA. TAPCDN i 1-1/4' MIN, EM3EDMENT C 1/4. SHIN SPACE MAX. ONE BY WOOD CONCRETE MASONRY', BUCK BY ETHERS B.v SUCK WIDTH) 1/4' SHIM .. FLANGE TYPE SPACE MAX. WINDOW FRAME SM:M AS REO'D. JAM? cSEE NOTES) INS?ALLATIDN ANCHOR. 3/{6' DIA TAPCON RIGID VINYL C4_aZINL READ CLASS (TTP.) cSEE NOTES, 1 0 O aT OTHERS Mik c u 0K.? O SHIM AS REO'D. I. SEE NOTES) CAAAK BETWEENBM. vINDOv FLANGEBUCK6WOODBUCK A. FLANGE TYPE MEIGMT) viNDow FRAME PERIMETERHEADERCAULK STUCCO By OTHERS BY OTHERS W.V. WINDOW WIDTH) CAULK BETWEEN - BUCXSECTIONB-B MM Y. OPENILNG NoT;8r OTHERS RIGID VINYL I) SHIM AS REO-D. AT EACH INSTALLATION ---OR. MAX. A-LOWASLE GLAZING BEAD SHIM STACK TO BE 1/4-. IT TOP) 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6D63. 3) INSTALLATIOM ANCHOR MUST BE OF SUFFICIENT LTM. TO ACMIEvT- MIN. FLANGE TYPE EMBEDMENT OF 1-1/4-INTO MASONRY OR CONCRE E. WINDOW FRAME 4) USE SILICONIZEO ACRYLIC CAULK SE-40 -NWW FIANCE AT HEAD 6: SILL SAM5S. Stu w15T BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADMESPE CAULK OR APPROVED EQUAL. 51 USE SIUCONIZED ACRYLIC CA(xx FOR PERIMETER SEAL AROUNDEXTERIOROFWINDOWFLANGE 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USEANCHOROUANTTYLISTEDWITHNEXTLARGERSIZE. FOP. THE APPROPRWiC DESIGN PRESSURE REO'D. 7) LASS SS MAY VARY PER THE P.EQUIREMENTS OF ASTM E1300 AMS CAULK BETWEEN '0 V B) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE WINDOW FLANGE V WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN US64G THE L PRECAST SILL EXTERIOR ELIVVATKMI AS A KEY. W/vULICEN 115 PRECAST SILL SECTION A -A 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TA?CON ANCHOR ADHESIVE CAULK BY OTHERS SHOULD BE FILLED WITH /a SCREWS OF SUFFICIENT LTM. TO PROVIDEORAPROVEDCOL. MIN. 5/3 IN. EMBEDMENT INTO WOCID BUCK w.W. 10) APPLICATION OF WLKEM 116 ADMES+VE CAULK AT FMMC SILL MUST A I COMPLY wltH SEALANT MANUFACTLOREOR S P.ECOMMENM+4SA . I 11) ONE ADDRIONAL FIELD MILLED & INSTALLED ANCMOF 11 RE0F0. IN A 6 C D EACH JAMB ON THE FOLLOWING SIZES: -D25- (73 7 62). 'D26' 73 x 71).-56M60M- (65 x 71). h-60M600- (71 J171). PLACEANCHORBETWEENANCMOR$ 'G AND I' AND -BETWEEN ANCHORS 'H f E / / AND J' OVER 55 PSF ONLY. C 12) WHERE WINDOW 15 B45TAt :D INMAsONPY OPEwNG W+ n A STRUC7LIAL F TWO BY WOOD BUCK US /10 SCREWS OF SUF MfcM LENGTH TO W.H.r-- ACMiE'VE 1-3/11' MIN EMBEDMENT AT AFL INSTALLATION FASTENER LOCATIONS. ON SIZES NOTED IN NOTE III ADD A 2 0 SCREW G }j ANCHOR TO EACH JA a FOP. NOTED DESIGN PRESSURES. B B CEIrl'fitM, F'L^ D.A Nis V v' F de/ -tr7vvD,eS A ELEVATION MAGM I FRE.#. VIEWED FROM EXTERIOR PP£PAt£C "x1. PRDRr:T 4 APPLICATION V CALL TIP TO LIJLA1IVIN) IN MLALI t J-.48 SIZE TIP Y TO sr TO JD.i TO TO I TO 6PSiITO r 7. 1 7 1+(2 26 1/2 x 26 C C C G.n G.n GM t„3 26 1/2 X 36 3/8 C C C G,M GM G.n 1M4 25 1/2 X 50 5/8 C C C G.H Gm G.HJJ 1 Ha3 26 1/2 x 56 1/. C C C G.H GA G.MJ,J tM5 26. I/2 x 63 C C C GM C.M.0 GAJJ tH6 26 1/2 x 72 C C C G.M G.MJ.J G "JJ 2] X26 37 X 39 3/6 LC vh C I C G.n M G!+ M G H 2a 37 X 50 5/1 C C C Gh Gh.0 L. J.J a5 37 x 56 1/- C C C G.M G.nJ.J 25 37 s 63 C C C Cn GhJJ G. 2 37 s 7237 C r- C G.HJ.J C.HJ.J E.F.GMJJ J33 o 53 t/8 X 38 3/e C B.0 e.0 hGM GM ohGMJJ 34 53 1/5 x 50 5/8 C 8.0 E,C GM G.n.+.J GMJJ 3-5 53 t/8 x 56 1/. C B.0 B.0 G.M u G HJJM x1J 35 53 t/8 x 63 C S.0 E.0 Cl, G JJ E;,G-: ,J 6 1 i x 72 C S.0 1 B.0 GMJJ EF.GM.I.J E.f,G.HJJ 2C23 74 X 38 3/4 LS.0 B.0 1 A3.C.0 GJ+ GMJJ G •1JJ 024 74 x 50 5/8 S.0 B.0 A .C.O C^" GMJJ E f G MJJ 0245 74 X 56 1/- B.0 B.0 A •.C.D1 G.MJ.J E.F,GJIJ.J E F `1.0 Di5 74 x 63 Bc B.0 Ac.C.O GMJJ Ei.GALJ E F 'MJJ• 74 x 72 B.: B.0 I Als.0 GM.tJ E.F.GM.1,J E,F,GAJJ• 2OW20M 20430M 24 x 24 24 X 36 C C I{ C G.M G.H 204404 24 x 48 c C { C C+ CAOM G.M 204464 24 X 51 C C C GJ Gm G.MJ.J 2OM50M 24 x 60 C C C GA CA CMJJ a 7 C C 111 C Cr. GMJ HI 36 X 4 36 x 36 C C C MG." G,H GA 3Z X 4t, C C C C,M GMJJ GhJJ 16 x54 C C C GM G.HJJ C.HJJ 36 x 60 C C C C.M G.MJJ GM.IJ140MGM36x72CCCG.M,u OUJ E!.G.nJJ a8 x 36 C C B.0e.0 CHCA GMC.HJ 6.nGMJJ CAJJABx48 48 X 54 C C Cc 3.0 GM GMJJ GJ4.tJ 4OW50M 4a x ISO C c a.0 G.H,I,J CHJJ E.f.G.M.+J a0450M 48 x 72 C c 3.0 G.H.1.J E.F G:H IJ f M I 4 4 3,L J+ A M 46M30M 54 x 36 C B.0 S.0 GA CA GMJJ s51a40M 54 X 48 C B,C B:C GM GMJJ cm w 46M46M 54 X 54 C e.0 a.0 G,MJ.J GAJJ LF.C.M,u 4SM50M 54 x 60 C S.0 S.0 GMJJ GAJJ E.f.GMJJ 46mwm SA 'x 72 C S.0 2.0 I GH!J i I- i.. 4 CM G.H G,n WM30M 60 x 36 C B.0S. 0 9.0 GM GM GMJJ 50M40M 60 X 48 C S.0 e:C CA GMJJ G.nJJ 50M46M 6C x 54 C S.0 S.0 C.MJJ C.HJJ E iGMJJ 30MSQ4 60 x 60 c e,C GMJJ G,nJJ E,fGm,ijSOM60M60X72CS.0 B:C GAJJ E.F,G.M.+.J f.G.MJJ 56M30M 66 X 36 66 x 46 B.0Bc S.0 B.0 A.3J: AM.0 0 GA G.H CAIGMJJ n GAJJ GJ4.056M404 564A64 B.0 : G MJJ GAJJ E f G.HJJ SSU50M 66 X 60 Ec B A-S.0 : G MJJ E.F,GM./J E GMJJ 56M60M 66 It 72 e : B.0 3.0 G MJJ 11I E.F.G.M.0 E. .G.H I - NU30M 72 x 36 B.0 B.^C A3.C? GM Gh1Iex,1 72 x a6 B.0 BC 0 J G.M CHJJ G m.060Mar EOu464 72 X 5 e B.0 A.?.0 G.H.0 G.HJJ f .GMJJ 60M5DM 72 x 60 S.0 8.0 A:?.C. GM tJ E E.F.GMJJ FHJJ72x72CBCA.C GM J EF.G JJ -C MFGM/ ADD: i IDNNL AN'- HORS RE,"D. SEE Nu-TE 11 NAL, INC. FLORIDAEXTRliDERS1SNFRDFLORIDATITLE: INSTALLATION DETAIL 'a/ TAPCONS HORZ. SLIDING FLANGE WINDOW - SEP.IES 1000 DRAWN BY: BB I APPROVED BY: I DATE:10/23/01 scAIE NTS jDWG.: FLEX0020 I: MY. INC. 25C {MZikrM•1^ h[V7.. S-J TE2A1. HI.T-tj r.::04 32746 PIV-- 'BiSS i 4x Aid Bp}'ei i i CAULK BETWEEN B.W. BUCK WIDTH) 1-VIA' MIN EMBEDMENT ONE BY WOOD CONCRETE OR WOOD BUCK t MASONRY OPENING MAST. OPENING INSTALLATION ANC -DRBUCKByOTMERSBYOTHERSItOTHERSONEBYWOOD3/16' DIA. TAPCDN D BUCK BY OTHERS BETWEEN ST1AULNDOVFLANGEvKar HERS L WOOD BUCK I I-1/ Mitt Shill AS R£0'D. c 6 A EMBEDMENT 1/N' MAX. RIGID VINYL (SEE NOTES) I GLAZING BEADIINSTALLATIONAMC'liia 3/!5' DIAL TAPCON STUCCO It OTHERS / SHIM AS REO'D-. I/N' MAX. GLASS 0 SEE NOTES) 1rP.xSEE NOTES) PERIMETER J/ CAULK BY OTHERS FLANGE TYPE FLANGE TYPE WINDOW rRAME WINDOW FRAME JAMB CAULK BETWEEN p HEADER VIM FLANGE PERIMETER RIGID VINYL L WOOD BUCK CAULK GLAZING BEAD BY O'.MERS GLASS V.V. y .x,y RrP.) (SEE NOTES) WINDOW WIDTH) IGHT) P.M. SUCX CAULK BETWEEN HEIGHT) WOOD BUCK L CAULK BETVEEN WINDOW MAST. OPENINC BY OTHERSFLANGELPRECASTSILLV/ VULKEM 116 ADHESIVE SECTION B-BCAULK. OR APRvD. EOL. FLANGE TYPE CONCRETE OR VINDOW FRAME MASONRY OPENINGPERIMETERSILLBYOTHERSCAULK By OTHERS W.W. Ai PRECAST SILL a ° Ile BY OTHERS _ I q g' C c lNOTES. QSECTIONA -A Cj cra' 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MA%. ALLOWABLE D ESHIMSTACKTOBE1 /A', tQ 2) wDIDOIY FRAME MATERIAL: ALUMINUM ALLOY 6063. r— 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LIM. TO ACHIEVE 4 /yT IAIN. E6N8EDMEMT 1-1/4' wt0 MASONRY OR CONCRETE. ,0Sm"OZED ACRYLIC CAULK BEHIND wINDDW6) USE FLANGE AT HEAD 6: JAMes. SILL MUST SE ATTACHED TO THE SUBST -L WITH J $ K B . vmKEM 116 ADHESIVE CAULK OR APPROVED EQUAL S) USE SIUCCraZED ACRYLIC CAULK FOR P£RWE ci SEA: AROUND W.H. f G ^'Y EXTERIOR OF rRN00N FLANGE.. 1CF6) IF EXACT wINDOw SIZE IS NOT LISTED IN ANCHOR CHART. USE y ANCHOR Ot Haft LISTED WITM NEXT LARGER SIZE. FOR THE ` APPROPRIATE DESIGN PRESSURE REO'D. 7) WM TMCKNESS MAY VARY PER THE RCOUIREMENTS OF ASTM r CHARTS 8) LEr W. M XSNATXWS ON THE TAPCON LOCATION CHART INDICATE }{ I ~ wHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVAT" AS A KEY. 9) ALL FACTORY APPLIED MOLES NOT OESIGNATED FOR TAPCON 'S •. ANCHOR iNO" BE, FILLED WITH /8 SCREwS Of SUFFICIENT LTH. ATOPROwDEuw. 5/8 IN. EM8EDMNTT INTO w00D SICX. 10> FLOd A EXTRUDERS tODT SELLER SINGLE UDER K 5H0AN. 20 ELEVATIONPRBRALSOAPPLIESTOTHEFLORIDAEXTRUDERSi500AND2000 SERIES Smm= "UNG'S.. 1 t) WHERE W60OW IS INSTALLED IN MASONRY OPENING WITH A SYwcTOF Si ENTNT LEAL 'woeyENGTm TO ACACHBUCK, 1- 3/8- t°.IN Em EMI'T AT VIEWED FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS. _ i t j TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMS 30Pr TO ADPY 41 6F TO 70PSF 300SF TO 600V A:nr 10 7>$t SIZESIZE12 IS 1/3 X » B B F.0 r, GF. Gr, G 1316I/9 X, 37 3/6 a B Br.G F.Gla145 16 1/3 A 49 5/6 t6 1/6 X55 ,/N B BB BFA F. G f.Gr.G15 16ID 1/8 X 62 7t161/9 117, B 9B F.G G. nJ17 1 1 1 P F F.Gt IH2 23 1/2125 B B 8FIG F:G r,GIM3251/2 1 37 3/6 as 5/6 B B F.0 r.G•h, nA 1HN5 13 t/2 X 25 112 X $S 1/, 8 F.GiArI t Its25 1/2 X 62 B a BFA F.G iAri fArJIM6 1.7 25 1/2 X 71 25 1/2 1 63. a aB F.G.J.K F.G.IA 36 29 1/2 X 25 9 r,G FA 301/2 . 36 3/5 29 1/2 1 31 3/11 B 8B i fAG 30 ,/2 . 50 5/6 29 1/2 X 49 5/6 55 1/N a B FA F,G.Mi 30 1/2 . 56 1/4 29 1/2 X 1/2 X 62 B 6 FA r.Gh; 301/2 . 63 29 291/2 X 71. B B fFC, F.GJIJ30 1/2 2. 72 30 , • 64 29 1/2 X 63 B B F•G."i F.GJxzz 30 1 25 B a r,GF.G2336X37.3/6 fi B F,GF.G.MJ 24361591SICBBF.GF.GhJ2 255a X /. 36X XB B F,Ghv F.G.rJ 26 71 36X7tB 6 F.G.HJ O.E,F.G, J 36 1 63 B a F.G.J,xF.GMU.< 42 26 a 1 25 B B F.Gr.G.r.JN2 . 36 3/6 1 X 37 3/6 8 B FA rAhJ 42 . 50 5/6 1 X 49 5/6 B 9 FA.MJ r.G.w 42 S6 1/a AI 3 55 1/4 at 112 B B FAJV D FAJ,JA2 . 63 42 72 1 1 71 8 fi F.G.MJ D,E.PArJ s .. A 41 X63 fG .K FA.AA A8 . 26 47 X 25 B BAC A.0 rA F.0..M1N , 36 3/3 47 X 37 3/1 B Atr,G.rJ r.GF,G.rIb , 50 5/3 7 1 f9 $/I 55 1/N B AC F.G.MJ 36t6 , 1/4 N7 i 47X 62 B A.0 FA.n.1 D•E.r.GNJAO63ad . 72 a7 X 71 47163 B A.0 F.G.MJ O.EfF.n.IK A. 32 52 1/3 1 25 B A.0 FA F.G G iGPv34 52 1/$ A 37 3/9 B 9 A.0 A.0 F.G.N.I FG.M) 345 52 1/6 X s9 5/6 32 1/6 X 55 t/N 8 A.0 r.G.N.I D.E.F,G.n:I 3 32 1/6162 B A.0 FA.M.1 D.E.F.G.MJ 3j7 63 a A.0 ACF.GJX D.EDf.EAi.LJ.x!Jx 5522 +1//e1 X 37 SIZE NOT AVMLABLE IN 1000 OR ISM SERIES. PPE+'• AREO S^. PRODUCT A AFft"TlOM ENCNZERING. INC.. 2S0 NAL. INC FLORIDAEXTRUDERS1SAN1ORDFLORIDATITLE: INSTALLATION DETAIL SGL. HUNG FLANGE VINDOVS - SERIES 1000 , 1i00 L 2000 DRAWN BY: BB APPROVED BY: DATE: 10/09/01 SCALE:NTS DWG,: FLEX0016 NAM% k P.Y.. SUITE 250. HfAtm". FLORIOA 32746 PONE 407 003-0365 FAX ,07 6.3-0366 rilmll CAULK BEIvBY -OATY-OTTHHEERSWINDOWFINiRSSHEATHINGINSTALLATION ANCHOR so WCOD SCREW STUCCO f By OTHERSPERIMETERCAULK IT OTHERS WINDOW HEIGHT GLAZING CTYP.) cSEE NOTES) PERIMETER CAULK BY OTHERS 7' MIN. EMBEDMENT TWO By WOOD BY OTHERS SHIM AS REO'D i£E NOTES) 11 J SHIM SPACE FIN TYPE vINDDV FRAME HEADER GLAZING ( TYP.) SEE NOTES) FIN TYPE WINDOW FRAME SIMARBLE SILL STOOL BY OTHERS VINDCW WIDTH F-.--- 1/4' MAX SMIn SPACE SHIM AS REO•D. TWO By WOOD II { cSEE NOTES) STUD By OTHERS 1' MIN. 4 n may` EnBEDr.ENT GLAZING (TTP-) — T ixs1T (SEE NOTES) 1-++` S/ EATHING WINDOW HEIGHT Lam— WINDOW WIDTH IA-, EDUALLT SPACE ANCHORS (TTP.) I6 TTP.) ELEVATION VIEWED FROM ExTER10R BY OTHERS CAULK BETWEEN FIN TYPE WINDOW, FIN WINDOW FRAME L SHEATHING JAMB PERIMETER INSTALLATION ANCHOR CAULK 0 WOOD SCREW BY OTHERS STUCCO BY OTHERS SECTION 3- 8 DOTES 1) SHIM AS REO-D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM S-.ACK TO RE 1/A'. 2) WINDOW - FRAME MATERIAL: ALUW4UM ALLOY 6063:.;... 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH- TO ACHIEVE Low EM£EDMENT.OF P INTO WOOD BUCK.. s) USE S%XONIZEO ACRYLIC CMAK BEHIND WINDOW FIN AT MEAD. SILL & JAM35. S) USE SkICOWZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WNDOW FRAME. 6) IF EXACT WINDOW SIZE 6 NOT LISTED IN ANCHOR CHART, USE ANCHOR OLIAI.ITY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER tHE P.EOULREvENTS OFASTM E1300 GLASS CHARTS. 6) FLORIDA EXTRUDERS 10W SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO A?PLES TO THE FLORIN ETRUDERS 1500 AND 2000 SERIES SING" HUNG WINDOWS. I INS7auA71ON ANCHOR iv0 IT WOOD 59 WOOD SCREW By OTHERS STUCCO : IT GTHERs REV DESCRIPTION DATE INI INTERNATIONAL, INC FLORIDA EXTRUDERUSANFORD. FLORIDA CAULK -BETWEEN WINDOW fixSHEATHINGt SHEATHINGS By OTHERS I'MIN. TITLE: INSTALLATI=N DETAIL W1#8 $;,REVS EMBEDMENT " SING— E HUNGFIN WINDOt - SERIES IOW, 1500, t 2000 SECTION A - A , DRAWN BY: BB APPROVED BY: 1 r1+ y`C 4AfE:i2/i3fo1 ;SCALE:N. t S D1tiG..FtEXW26 SORT 1 OF 2 m,,,.« ....,r... s. r.r.I.rrvtrtINC. 2W INTERMATH)POL KW,•._ SUITE 230. RA'n4:1, FLORI6A 32T•6 Pel^NC •c7aos-os6s FAX .6T 31C5-cn6c a 7 CONCRETE ORMASONRYOPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BEtvEENWINDOWFLANCE WOOD BUCK i FCCOERS ERUdTER CAULK 31 OTHERS GLASS (TIP-) SEE NOTES) WA VINDOV EIGHT) PERIMETER CAULK Br OTHERS Q CAULK BETWEEN\ vIMDOV FLANGE t RECAST SILL y/VDLKEM 116 ADHESIVE CAULK OR APRV-D. EOL. r INSTALLATION ANCHORr3/}6' DIA. IAPCON CAULK BETWEENWGOD >iuEx e MAYr. ED)EM[MG DY OTHERS GLASS (TYP:)- l (SEE NOTES) EM3£DnENT Lao I ON SHIN AS READ. 4 1/4' MAX. ( SEE MOTES) FLANGE TYPEWINDOWFRAME W.W. RIDGED VINYL GLAZING READ I.M. BUCK / HEIGHT) B RIDGED Vim% W.H. GLAZING BEAD ( 1 A 24' OC, MAX. (TYPE rFLANGE TYPE1WINDOWFRAME 6' MAX. (TYP.) a 1 G PRECAST SILL BY OTHERS SECTION A -A_, A -.-) ELEVATION VIEWED FROM EXTERIOR B.W. BUCK VIDTH) SHIM AS RE0'D. 1/4- MAX. SEE NOTES) RIDGED VINYL GLAZING BEAD I -I"" WA CONCRETE ORLw6LDtMTMASP.NRY OPENING BY OTHERS INSTALLATION AMC" 3/16' DIa TAPCOn . D D pNE BY VGCD BUCK BY OTHERS FLANGE TYPE v vINOGv FRAME CAULK BETWEENWINDOWFLANGE PERICALF-KEQLWOODBLOCKr_KCKCat By GTHERS CAULK BETWEEN VOOD BUCK L W.V. NAY ."OPENING WINDOW vtDTro By OTHERS STUCCO BY OTHERS SECTION B-B tN 1 M AS REO'D. AT EACH WStALLATtON ANCMOFL MAX. ALLOWABLE SKM STACK TO BE 1/4 . 2) WINDOW FRAME MATERIAL-. ALUMINUM ALLOY 6063. 3) 3/16' DIA. TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT LTH. 10 ACHIEVE MIN. EmEkCDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. USE SILICONZED ACRYLIC CAULK REMIND W87DOW FLANGE AT HEAD A yUK- SILL MUST BE4 AT) gZD TO THE SUBSTRATE WIT vuI.KEM t16 ADHESPNE C;M)L1( OR APPROVED EOwL5) USE SIUCOraZED ACRYLIC CAUL( FOR PERIMETER SEAL AROUND EXTERIOR OF WNDO> TEFLAW- E. 6) IF EXACT WINOOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANNT NEXTLARGERSIZE, FOR THE APPROMATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E2300 GLASS CNARTS-. a) WHERE SPACING BETWEEN TAPCON ANCHORS ExCEEDS 24 IN. O.C.. It SCREWSOf SUFFICIENT LTM. TOPRO%nDE MN. S/6 IN. EMBEDMENT INTO WOOD SUCK SHOULD PRIN S0 PLIES TO THE 9) FLORIDAEXTRUDERS1000SERIESFIXWVPNOOWISSHOWNTHIS - FLORIDA EXTRUDERS2000SERIESFIXEDWINDOWS. .— .... .. 10) SEEBACKOFTHISSHT. FOR INSTL'N ANCHOR REOUIREMENTS. 11) APPLICATIONOFVULKEMI16ADHESNECA." AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 12) WHEREWINDOWISINSTALLEDINMASONRYOPENING WITH A STRUCTUAL TWO BY WOOD BUCK. USE 110SCREWS ,OF SUFFICIENT LENGTH TO ACHIEVE 1-3/9' MIN. EMBEDMENT. GS 13) WINDOWUNCANSEMUL: D TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATIONSHEETSFORP.CDUTEMENTS. INTERNATIONAL. 1% C FLORIDA EXTRUDERSSANFORD, FLORIDA TITLE: iNSTALLATiION D=TAIL V/ ONE BY BUCK FIXED FLANGE WINDOW — SERIES 1000 & 2000 1 ` DRAWN BY: H3 APPROVED BY: j ZQ02 DATE' 10/22/0!SCALE: NTS Dwc•: FLEx0016 S IEET 1 OF P%WY, W ff 250. nLATNtD'. FtOR104 32746 PHONE 407 BOS-0365 FAx 407 'K`5-:366PREPARED BY:'PRODUCT TECMrsOtOGY CDR... 250 MYE*vYK`— SHEATHING By CTHERS CAULK BETWEEN WINDOWHEFIN L ATHING INSTALLATION ANCHOR 88 SCREW EXTERIOR 8T FINISH — PERIMETER / CAULx — Br OTHERS VINOD HEIGHT EXTERtOR PERIMCTER CAULK BY OTHERS INSTALLATION ANCHOR —\ 48 WOOD SCREW XTERWR FINISH By OTHERS I. HIIN. Nd£DMENT WINDOW WIDTH H/4' MAX. WOOD FRAMING SHtu SPACE BY OTHERS vOGD FRAMING j j A BY orHEas W114- SHIN AS R£0'O..CE IFLOA t( SEE NOTES) rr(jR NAW-- - SHEATHING v!3r OrnERi UHIN SPAC. 1iSEENOTEING 6 GLAZINGcSEE NOTE 6) FIN TYPE WINDOW FRAME CAULK BETWEEN J J I•MIN. WINDOW fINEM3EDMNTLSHEATHINGSHEATHINGBy OTHERS SECTION A - A BUCK HEIGHT FINTYPE WINDCv FRAME SHIM AS REO'D. 1/4' MAX. SEE NOTES) WOOD FRAMING BUCK Br OTHERS vD HE EXTERIORFIN TYPE WINDOW fRAHE A -+' ELEVATION VIEWED FROM EXTERIOR 1NSTALLATID ANCHOR e SCREW CAULK BETWEEN WINDOW FIN L SHEATHING SECTION B- B pERIME TER EXTERIOR FINISH By OTHERS CAULK By OTHERS NOTES' 1) SHIM AS REO-D. ATEACH INSTALLATION AMC -HOP WITHLOAD BEARING SHIN. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2). WINDOW FRAME MATERIAL: ALUM/NLIM ALLOY 6063. 3) INSTALLAT* N ANCHORS MUST BE OF SUFFICIENT LENCMT TO ACHeEvE MIN. EMBEDMENT OF 1' INTO WOOD FRAME. 4) USE SR)COwZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND. EXTERIOR OF wwoow FRAME. 5) USE- SR.ICONIZED ACRYLIC CAULK BEHIND VANDOW FIN. 6) GLASS THICKNESS MAY VARY PER REOUtREMENTS OF ASTM £1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING CLASS ALSO OUAunFD. 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE 1 WINDOW IS SHOWN, IRS PRINT ALSO APPLIES TO THE FLORIDA ExTRUDERS 1500 AND IODO SERIES PICTURE vANDOw. B 8) SPACE INSTALLATION ANCHORS AT 6" MAX. FROM CORNERS AND MAX. 24" O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. --- ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL Avm ABLE SIZES UP to 73" x 71' OR 63' x 95' OR 119' x 37-3/?' MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS US:NG ALUMINUM TU°E MULLION. SEE MULLION INSTAL:ATON SHEETS FOR RECIREMENTS. PROOUCT rECHNOLOCH CORP._ 250 PKwr. SXE 250. IAK£ bMT. FLORX)L 32744 PHONE CAULK BETWEEN WINDOW FLANGE L WOOD BUCK CONCRETE OR MAIONRT OPENING IT O'MERS EXIMOP. FINISM BT GT.iRS PERIMETER CAULK BT DTNERS WINDOW FRAME MEAD EXTERIOR WINDOW FRAME SILL PERIMETER CA:_K By DINERS ExTERIGit FINISH — BY OTHERS CAM( BETWEEN vlrm0v %ANGE - L WOOD BUCK MILK BETWEEN - WOOD BUCK L MASDPAY OPENING BY OTHERS CAULK BETvEEN WOOD BUCK L MASONRY OPENING BY OTHERS 04 BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR Lib' DIA. TAPCON d ' _' T HIM. 0 EMBEDMENT 1 r- 1/4• MAX. t Smm SPACE SHIM AS REO'D SCE NOTES) GLAZING (TTP. SEE NOTES) 4 CONCRETE OR MASDNP.r By OTHERS S_ErTION A —A INSTALLATION ANCHOR 3/16' DIA TAPCON SHIP AS REO`D. SEE NOTES, 1/4- MAX. SHIM SPACE NOTE, I) SKW AS REO'O A' EACH INS'ALIATIDN AMC -NCR YATM LOAD 9EARI14 SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4•. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063, 3) 3/16- DNA. TAPCON INSTALLATION ANC -NOR MusT BE OF SUFFICNENT LTM. TOACHIEVEWIN. EMBEDMENT OF 1-1/4• INTO MASONRY OR CONCRETE. PLACE TAPCOM ANCHORS 6- FROM CORNERS k 24' 0. C. MU. ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHORS SHOULD BE FILLED wbm /6SCREWSOFSufFIGENTLTH. TO PROVIDE MIN. 5/6 IN. EMBEDMENT INTO WOOD BUCK. 4) BUCK. USE WINDOW IS Df SUTALLtFFICIENTLENGTHONRYi3AC„neFa'UCTi)RAL TWO By EMBEDMENT At SAME SPACING STAT IN NOTE 3. 5) USE SILCONIZED ACRr-IC CAx.( BE*yMD WINDOW FLANGE AT WAD. SILL .IAMBS. 6) USE SILICOIIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIDR OF MNDOW FLANNi£. 7) GLASS THICKNESS MAY VARY PER THE REOWREMEM-S OF ASTM E1300 GLASS. CHARTS. SmQ/ C GLAZING IS SHOWN. INSULATING GLASS IS ALSO OwUF MB) BUILD DOw" AROUND CURVED PORTION OF WIIDOw FRAME TO BE ENGINEERED BY OTHERS. eUILO DOWN MUST BE OF SUFFECIENT S'R-EMGTA TO AOEOUATELLYTRANSFERLOADFROMWINDOWTOTHES'-'RuCTURE. B) FLORIDA ExTRUDERS 1000 SERIES DESIGNER wINDOw SHOWN. TINS PRINT ALSOAPPLIESTOFLORIDAEXTRUDERS1750SERIESk2000SERIES. 10) ELEvA IONS S:rt7w COMMON CONFIGURATIONS. IT IS NOT ENDED TO LIMIT USE OfTHISPRODUCTTOTHESETWOCCNFIGuRAT,ONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. 6: 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS 11) WINDOW UNIT CAN BE MULLED TOO HER UNITS US+NG ALUMINUM TUBE WULLION. SEEMULLIONINSTALLATWN SHEETS FOR REOVIREMENTS. rXTERIOR ELEVATION SHIM AS REO'D SEE NOTES) WINDOW FRAME UAM9 GLAZING tiro. SEE NOTES) PCRINETER CAULK IT OTHERS / ExTERIVI FINISH J BY OTHERS WINDOW WIDTH U 1- I/4' MIN. EMSEDMENT ONE - BY WOOD BUCK BY OTHERS IN' TALLATICN ANCmaR 3/ 16' DiA. TAPCON CAULK BETWEEN vI? GD BUCK L M. AS' : D:EM:NNG Of OTHERS t l C CAULK BETv£EM III vINmv FLANGE. L WOOD BUCK COMCRE TE OR MASONRY OPCWNGBY OTHERS CTICN B-B A EXTERIOR El OVATION 3A 4TS INTERNATIONAL INC FLORIDAEXTRliDERlit SANFORD, FLORIDA EMBEDMENT N _ ONE BY WOOD , i TnU:FLANGCINSTALLATION DETAIL CONCF.:TE w._ADER V/1 HY B CK BUCK By OTMERS y DESIGNER FIXED WINDOW 1000, 1750, S 2000 SERIES x DRAWS BY: BB APPROVED BY: y." ,. yr•n3 DATE:02/12/02 SCALE: NTS DWG.: FLCXW35 MK.. N[f N.• Next KD-LLOG+ t?•_ t,N sfow.rpr. kA. PS[ Nx K.L . I'M. 214 Has .n Nc-eu I., aM wG INSTALLA:MN ANC-GR 04 BY DUCK A:D SCREW DT CIMERS DUCK VIDTM BUILDCAULK3civEENVIND FLANGE L SvEa:HtN.: RSDYOTHERS ES ti)S. Df FRAMING TOTO SILL) 1) S.tiIM AS PwGD. AT EACr 05 ALtATIGN ANCHOR wRM LOAD SEARING SHIM. MAX. ByBy OinERS ALCwABLE SHIM STACK TO BE 1/4. P. TWOOD (I !P, 2) WINDOW FRANC MA [SAL' ALUMHNUM ALLCY 6063. DY CTMERS MIN. 3) TAPCON INSTALLATION ANCMCMS AT SkL LIL'ST SE OF SUFFICBENT LTH. TO AC:JE'F_ SMt- AS PEC'Dr1-3/6• EMBEDMENT MIt EMBEDMENT OF 1-:/4' MID MASONRY OR CONCRETE. 110 INSTALLATION ISEE NOTES) SCREWS AT HEAD 6: IAMBS MUST 3E OF SUFFICIENT LENGTH TO ACHIEVE 1-3/3" MIN. EMBEDMENT INTO WOOD FP"w4 AND WILD DOWN WHERE REOLRRED. ExTERIOR FSNTSH INSTALIATION ANCHORS & SCREWS TO BE PLACED 6 IN. FROM CORNERS B 2- IN. N OTHERS ' O.C. MAX. V!NDDV FRANC — A USE SIUCCwGEO ACPYLIC CAULK 6EHw0 wwv00w FLANGE AT HEAD. SILL Be AAM!!5. JAMB 5) US_ SILICONIZEO ACRYLIC CAULK FOR PERW£i=i SEAL AROUND EXTERIOR OF wTOW FLANGE.GLAZINGRAZING (iYP. SEE NOTCS) r. 1/A' MAX. SHIN SPACE 6) GLASS THICKNESS MAY VARY PER :r.E R:WAtzMEHTS OF ASTM E1300 CLASS CHARTS. SINGLE 4LICII10 IS SHOWN. INSULATING (LASS IS ALSO OUALIFIED. 1 7) B•xD DOWN AROUND CURVED PORTION OF Wv*DOW FRAME TO BE ,ENGINEERED BY I OTHERS, WILD DOWN MUST BE OF SUMSCENT STRENGTH TO ADEOUATELY TRANSf. S.ER LOAD FROM WINDOW TO THE STRUCTURE. PCR:ICTER CAULK. IT OTHERS VINCOV FRAM[ HEAD WIND " HPLG tT EXTE?IOR V:NDOV FwAAC SILL PE4llETER CAvT.K By OTKEP.S Ex'ERIORrNISH I' CTNERS 1-3/D- MIN. EMBEDMENT 1/A- MAX. SMM SPACE CAULK DEIvEEn Twc of DUES L C?CRETE IT OTHERS IN ALLATI.I ANCHOR CAul-K DETvEEN VINWV FLANGE L V'-CD DUCK a ° S) FLiREA "TRUDERS 1000 SERIES DESGNER wIN:OW SHOWN. THIS PRINT ALSC APPLJES TO FLORIDA EXTWJCERS 1750 SERIES Be 2000 SERIES. ) CONCRETE OR B) EL-°vwi10NS SHOW COMMON CONFIOURATHONS. IT IS NOT INTENDED TO UNIT USE OF MASOMQY H A: REO'D THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL PERIHETCP CAULK DY CT ca-a SHS C:NF"U:gNS THAT CAN SE MANAFAICTURCD FROM Ttf 1000. 1750. d 2000 BY OTHERS SEE NCTE') SERIES DESIGNER FIXED WIHOOW FRAMING SYSTEMS. 10) wINCOW UNIT CAN ALSO SE MULLED TO OTHER WaTS USING ALULINUM TUBE v1NDOv VIDTM M;ILUON. SEE MULLION INSTALLATION SHEETS FOR RCOUIREMENTS. EXTER: P FIMS.. GLAZ:NG (TTP. SEE NOTES) SMIM AS REDID SEE NOTES) SUCKHEIGHT 1/i MAK. SHIN S:=_E EXTERIOR ELEV='ION aEALX.K DETWEEN L%W- FLANGE ONE BY VOOO j \, (" j,L xxlK ` L1-I/- MKVAJL7 RAL FLORIDA B.O.?l.F.' CAULK DH.TvEEN EMBEDMEN' L WOOD t K t XMWACPUBERNAOMiOPENINCOG ..._pMrt Ir VD i IT OTHERS DUCK BY OTHERS CONCRETE OR SECTION A -A XAMR FIM # i-{ NASOHG. -- INSTALLATION AKtf? rEr !'r' ,• I^ BYOTrVis3/16• 'IJ& 1APCON r 1v> SECTION B—B DY OTieRs wNAl.' w ww'I A I A I EX - EPIC = EEVATION F NBl .yl: 1/1' Nu. ,2 INSTALLATION EHIEpEN 1 y. y, ANCHOR SCREV (TIP-) CAULK BEHIND F!N TVD 11 FRAMING SMIM AS REO'D By OTHERS SHEATHING TVD IT WILD (SEE MOTES) BT J,.HERS DDVN BY OTMCRS CAULK BEHIND fix FIN FRAME JAMB 6 D+STALLAlICN ') SMiM AS REO'Il 1) SHIM AS REO'D. ADJACENT TO EACH nSTAL AT10M ANCHOR WITH LOAD BEARING ANCHOR SCREVKT rvJ <S£E TYP NOTES) SHIM, MAX. ALLOWABLE SHIM STACK TO BE 1/c'. SEE NO S) 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOT 6063. S££ NOTES) VN. ML 1) USE S"ONZED ACRYLIC CAIAA DEN" WINDOW FN AT HEAD. SILL k .KMBS. e L rat Spy a) USE SAXONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND £xTER10R OF [NKl(N1 WINDOW FRAME. 5) CLASS . SINGLE wr VARY IS PER THE REp.CIING5 LAOF ASTM 0UA GLASS CHARTS. SINGLE GLAZING K SHOWN. WSIM:WG GLASS K ALSO OUALIFlED. SNE•THtw.. 6) SCREW ANCHORS AT HEAD, SILL k JAMEES SHOUR.D BE /6 SCREWS OF SUFFICIENT if CTMERS 0w TO PROMS MIN. 1 IN. SOL EMBEDMENT INTO WOOD FRAME. PLACE t3 EXTERIOR EXtERIit FINISHiSCREWANCHORS .6' FROM CORNERS AND 24' O.C. MAX. 11 OTHERS v 7) BUILD DOWN AROUND C~__D PRTON OF WRJDO r FRAME TO BE ENGINEERED Br EXTERIOR FINISH OTHERS. Bu& D DOWN MUSE BE OF SUCNCENT STRENGTH TO ADEOUATELY By OTHERS TRANSFER LOAD fROM WW400W TO THE STRUCTURE. PEKKIER CAULK 6) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO BY OTHERS APPLIES TO FLORIDA EXTRUDERS 17SO SERIES &.2000 SERIES. .—NNDDv virtu PERIMETER CAULK 9) ELEvAT10HS SHOW COMMON CONFGURATONS. IT IS NOT INTENDED TO UNIT USE OF Br OTHERS THIS PRODUCT TO THESE TWO COMFOURATOMS. THIS SMELT APPLIES TO ALL FIN FRAME HEADER CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. t 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. SECTION B-B 10) vnNDOwUNITCANALSOBEMULLEDTOOTHERUNITSUSINGALUMINUMTUBEMULL*N. SEE MULLOM INSTALLATION SHEETS FOR REOUAREMENTS. - GLAZING (TIP. SEE NOTES) vbwd w_ kDaCxTERIORPERIMETER CAULK FIN FRAME SILL BY OTHERS SMIN AS REaD.- SCE NOTES) / EXTERIOR FMSN 1Y OTHERS DKSTAU I M ANCHOR SCREV TTYPJ SHEATHING BT OTHERS r hIN E..ICDKA SECTION A - A r VI' ML SNiK SPACi A -— VO B. EXTERIOR ELEVATION IT OTHERS i CAULK REMIND FIN r yQ 3Y:,y A YrwrowalFul l w NT EXTERIORELEVATION FLORIDA EXTRUDERS1SAENRFo D, FLORIDA TITLE: FIN INSTALLA71ON DETAIL DESIGNER FIXED WINDOW 1000, 1750, L 2000 SERIES 1 PAWN BY: B B APPROVED BY: DATE:02/ 14/02 SCALE:NTS DWG.: FLEX0037 lwN l J+ low xoO si. [a I. HN tc_. 8. Pelt M. H:.fi•LM. "m. W'4 A" w _l " — .HH Jn• 3 CONCRETE OR HIM AS RE'O'D _ MASONRY OKNI14G cSEE NOTES) BY OTa(ERS CAMILK BETWEEN DOOR FLANGE L WOOD RICK CAULK BETWEEN PERIMETER WOOD >IPE t MAST. COPENINGCAULKBYBYOTHERSOTr.£'.S STUCCO Q 8Y• OTHERS G H1 v O ; I INSTALLATION ANCHOR 3/ 16' DIA. TAPCON INSTALLATION ANCHOR R8 SCREW (TYP. WHERE ONE 3Y WOOD TAP:ONS ALE NOT RE0'D-> BUCK BY OTHERS 1 1/4, MIN. EM. 3EDMENT SLIDING GRASS DOOR FRANC JAMB r J/4' MAX. D 1 SHI`H Sf:ACf INSTALLATION ANCHOR B8 SCREW (TYP. WHERE TAPCOMS ARE NOT REO'D-) SLIDING GLASS ODOR FRAME WAD TEMPERED GLASS ( TYP.) DOOR HEIGHT SLIDING GLASS D FRAME 1 SILL V E E/Nt D 4 A j1U'1 d A 2-1-1/4' Mat d TEMPERED CLASS TYP.) PERIW.. TER CAULK BY OTHERS S. G.D. WIDTH r= f 1/4' MAX. SHIM SPACE 1 1/4' MIN. EMBEDMENT 1 . ONE WOOD 0BUCKBBY OTHERS CAULK BETWEEN WOOD BUCK t MAS' Y. OPENING BY OTHERS SH: M ASREO'D. I ( SEE NOTES) ImSTALLATID- 4 ANCHOR 3/ 16' DIA. i APCDNCAULK BETWEEN DOOR FLANGE t L,IMDSUCY,, CONCRETE OR MASONRY OPENING By OTHERS CONCRETE OR MASONRY OPENING BY OTHERS 1NS: ALLATION A.+1CICR CAULK BETWEEN 3/ 16' DIA TAPCON WOOD HICK t MAS' Y. CPENING eYOTHERSV CAULK BETWEEN SL: D:NG CLASS DOCP HOOK STRIP 1- 1/4' MIN EM DMENT 14 1 HOD( STRIP t C WOOD BUCK G Q ONE eT WOOD BUCK BY OTHERS STUCCO 7 BY OTHERS 1& MItA" WADMA B404AJR( YMPEKD GLASS -- / SECTION r M-WAC' RARER ; SLIDING GLASS DOOR i R.r.n 1( r 4 INTERLOCK MASTER FILE # _ , I HOOK STRIP DETAIL t 11 ODOR MATERIAL, ALYM4M." ALLOT 6De1 21TAPCONTYPED+STAILAt ION ANCI+ORS MUST K Cf SIffICICMT LENGTH TO ACHIEVE NML EMBEOMCNT OF 1-1/4' INTO MASONRY OR COrCRLTC- 31ALTER, TE TAPCDN INSTALLATION ANCMORS FRONT TO WIC IN ALL FRAME mc"KRS ... uTAPEONAMC)DR C.." ON BACK CF THIS SMCET. - S) WSE S1LICENIZED ACRYLIC CAJLK KND+D DOOR I LANGL AT HEAD t JNHBi 6) YSC SX%CO)dZEDACRYLIC CA1A.K fat PERIMETER SEAL AROUKD EXTERIOR Of"BODE T) IF EXACT DOOR SIZE IS NOT LISTED DR ANCHM CMARt, USE ANCMO -QUANTITY LISTED V,TM MCX' LARGERSM. fat-TK APPROPRIATE tCSIGM PRESSWE REG S. bFOR /QCKCt DOOR SIZES USE CLOSEST "ASS DOOR SIZE t COWtGLOATTDN TO fUUSMED OPERM PLACE, TAPCoNL 1N fm+T a' HOOK StRJ AS S+CWN fr0.ASETMICMDESS MHAr VARY PCR RCOM:IRCNCNTS OF ASTM E1300 GLASS CHARTS laALLFACTORYAPPLIEDMOLESHOTDESIGOtAMATEDFORtM1Ca+ ANCMSMOtaD K fILtE6 WIT" AB SCR[V; K swrlc Nt LENGIM TO PROvIK MIN S/M CMKDKNT INTO WOOD BUCK. .. 1.) DOOR IRRTISAPPROVEDUSINGTCNPMDGLASSINSIMGACGLAZEDDRINSULATIMLGLASS. 12) JAMB / MLCORNERSARETDKSEALEDVITHASMALLJOINTSCAMSCALER13MWmASRED'D AT £A EET OF INSTALLATION ANCMMMS, MAX. ALLOWAA£ SMKM STACK TO K 1/4'. - I4M ALL INSTALLATIONAK,ORS MUST AC MAIL OF CORROSION RESISTANT MATERIALS IS) .WHERE 'rIIEPRCSCRTSMOVINGPANELANDIrREPRESENTSFIXED A1EL AP RGvCD .. A — 16) MOI ALL CDWT"ATIONS LISTED 1430VC ARE SNOVN CO. $DR%TNGGE HOWEVER INSTALLATION EXTERIORELEVF::ON SECTIONS 'A-A',-2-BHOOK '. t OK STRIP DETAILAPPLTTO INSTALLATION OF ALL APPROVCD 2 PAL1T) WSTALSTKL DOOR " INN CRAt1ONi L D4TAPED+ 4N CAC. A!RorLADTORT APPLIED IM(;tALLATIOM M(XCS UNLESS NOTED OtKRVISC ON AHCMG% CHART. SEE BACK Of TKIS WET. 16) FLORID. EXTRUDERS I000 SERIES AIDING GLASSDOORISS*DVn THIS R:MT ALSO APPLIES t0 2000 SERIES AND SN'SCRIEi .. .. ... .. . j REV DESCRIPTION I DATE INI (—) T EXTRUDERS LIBERALLY APPLY ^. F L IJ R i D A 1NT. INC. SANFQRD FL. EAtILKIH, UNDER SILL INSTALLATION ANCHOR OR SET SILL IN BED INST LAOAPCDNTITU: SLIDING GLASS DOOR OF Em4:R£TE INSTALLATION WITH TAPCONS SECTION -A DP.AI'IN HY: 3$ APPP.OVED BY: DATE:IO/25/Ui scALE: NTS M #: FLEX002I t E L 1 r400Kr . APP KAr1OMEI(ZNDERWG. INC. tso wTERN.Tto.r TVirE .+x ,c4TM4bM). fLDR:1. 7!)K. 4tT-Rss-DIMS fA. rT-a-s-e3tL INSTALLATION ANCHOR — MDR VIDTM SHIM AS RE'0'D [e SCBEv SHEATHING (SEE NOTES) yY GTHHCRS CAULK BE EN DOOR FLANGE ByO H v D SLIDING GLASS L SHEATHING By OTHERS QOOR FRAME JAn3 X1 1/4• MAX. SHIM SPACE EHBEDHENT TEMPERED GLASS STUCCO J CTYP.) OR SIDING BY DINERS SLIDING GLASS DOM FRAME PCRIHETCR BEAD CAULK BY OTHERS PERIMETER CAULK BY TEMPERED OTHERS GLASS ( TYP.) DO Z r HEEIIGHT SECTION B-B ti s.'Y,*r....c: t o !D)4 VD A SLIDING. GLASS, DOORFRAME ? B TILL 4 MA. X. SHIN SPACE 1vp 8r vQOD 1- 1/8 HIM. / — BY OTHERS SLIDING GLASS DOOR SHIM AS REO'D. HOOK STRIP SEE NOTES) INSTALLATION ANCHOR 8 SCREV Iva 11 VOOD BY OTHERS CAULK BETVEEN HOOK ST21P S SHEATHING 1 SC LAT} prt ANCHOR 7ZSMEAYH INGIMBED' MIN.. e SCREv EMBEDMENT CAULK BETVEEN DOOR FLANGE S SHEATHING BY OTRSSHEATHINGBY DINERSiCMPEREDGLASSSTUCCO ( TIP.) CCO OR SIDINGOR SIDINGOTHERSBY OTHERS SLIDING GLASS DOOR INTERLOCK ... HOOK STRIP DETAIL t 00R 1 ALUH4NLH ALL 6OL1 " ... _ .. _.. h A9 INSTALLAIIALLATON W& TA )UST K Or ISTA"A M AkCM TO ACHIEVE MSTEHKUENT OfI-1/D'. 1MTO VI" T SACCDH_TTPC DCMKW?tDN ANCNgT AT SILL MUST K Of StffIC1ENTL[MGTM TO ACHIEVE N1N CMKONEK. Ofl-Vt• W40NASOHR7 OR CONCKTE..-"- 3) WIALLATWN ANCHOR CHARt ON DACK Or TAS S-W. - - 4) USE SILjCOKZED ACRYLIC CAULK K)4ND ODOR rLANGC AT HEAD L -AMDS SHuUSILH3b=q ACRYLIC CAULK FOR CRINETER SEAL AWAIND EXURM Or ODOR. 4) IF EXACT DOOR SIZE IS NOT LISTED IN ANOOR CHART. USE ANCHOR OUAMTITY LISTED WTH NEXT LARGERSIZE. FOR TtE APPROPRIATE DESIGN RESURC"REO•S 7) FOR OCXCT DOOR SIZCS USE CLOSEST DT ASS DOOR SIZE S COKN'aARATWN TO rD4S Eb O'D" PLACEINSTALLATONAMCMOS. W fAOMt Or HC3K STRIP AS bOVH bGLASSTHICKNESSNATVARTPERREOUIREMCMTSOrASTNC13WGLASSCWATS .." f) "DOOR UNIT IS AP ROVCD USING TCIPERCD. GLASS IN SINGLC GLAZCD OR INSULATING GLASS TO) JAM /"SILL CORNERS ARE TO K SEALED VITM A SHALL JOINT" SCAN SCALER. -' IpSHIMASREO'D. AT EA SLT Of INSTALLATION ANCWRS MAX. ALLOVADLE SHIM STACK TOK 1/4•.. 12) L ALL WSTALLATON AMb!-7.S MUST K HACE 6 C3WADN RESISTANT MATENJALS 13i I& A.TIONS ARE AS TED ON AWMM DWI ON DA" OF MS SNCC APPitrVfD T4) Smal ECTIOLCOKIGL'L7PIS) LISTED AJ OETTAR YT Of TOINSTALLATION - AILVE* V'STALAT1EMBED0H - EXTERIOP, ELEVATION 1- 1/4' ENT %' 9f.ATWrKVtOAl-D/1' MIN. 2 PANEL DOOR SHOWN IS) fLD1tIDA EXHWDERS t000 SERIES SLIDING GLASS DOOR IS S+OVM THUS PUNT ALSO AM' -TES TO . IUII 2m SERKS. AND SOD SERIES O .• v LIBERALLY APPLY cAULKII` G UNDER S*LL OR SET SELL IN 8ED INSTALLATION ANCHOR OF CON RET£ 3/16' DIAL. TAPCON. SECT TOW A -A 2W2 I DESCRIPTION DATE INI FLORIDA f EXTRUDERS RSSANFORD FL TITLE: SLIDING GLASS DOOR INSTALLATION WITH #S SCREWS`"" DRAWN BY:8B = APPP.OVEDBY: ATE: WPM !SCALE: NTS KG #FLEX0027 SKI I OF A4T W R [. AAO[NCi L AHRKATID. [N(EA(C[Nfi. NL- 2T3 WCRHATIDNAL ft-. RKTC rA.. C.Twpo.. rLOR:AI iv . NH-as-4)U rA 44T-D4S-07K 1000 P.V DESIGHER SILL (TYP-) 8 X 3/4 SELF TAPPING SMS rIX2X1/9TUBEMULLION wDtwvFLANGESBETWEEN v- L MAIM SEALANT BETWEEN' VVIWV FLANGES L XAAJON R -#8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP-) SEAVErWPEEN vmFLANGESSECTION A —A (1) L RL JDN IWO rP.WJDESIGMER SILL ( TYP.) 8 X 3/4 SELF TAPPING SMS 1X27/16%I/6 TUBE MULLION SEALANT BETWEEN WINW FLANGES- L MULLION D \--# 8 X 3/4 SELF 1000 S.M. TAPPING SMS HEAD ( TYP.) SEALANTSF ON A —A (3) DwNi VWVLMULLION1000 P.VJDESIGNER vvwv FLAW SILL (TYP3 L MULtMM 8 X 3/4 SELF TAPPING MS I X 4 X I/$ Z / TUBE MULLION N-- 08 X 3/4 SELF 1000 S.M.TAPPING SMS HEAD ( TYP.) SECTION A —A (5) 1000 P.V./DESIGNER SILL ( TYP.) L# 8X 3/4 SELF APPING SMS IX2X3/ 8 TUBE MULLION rA 08 X 3/4 SELF ip SJL. TAPPING SMS WAD ( TYP.) SFCTION A —A (2) 1000. rP.VJDESIGNER SILL ( TYPJ L4r # 8 j' X 3/4 SELF TAPPDVG SMS 1 X27/16X TUBE MULLION APPLIES TO HEAD k SILL WHERE I' X 4' AUXILIARY PLA DETAIL C A 2 X 4' TUBE MULLIONS ARE USED O' ER AVIVRVAL ANCHML VNDI REOUMID . SHEATHING 6 INSTALLATION ANCHOR 08 WOOD Ulm. SCREW (TYPE EXTERNAL' MULLION INSTALLATION CLIP TVO HY VOOD BUCK BY OTHERS 1000 P.W./DESIGNER SILL ( TYP. 8 X 3/4 SELF TAPPING SMS 2X4X3/ 8 TUBE MULLION 8 X 3/4 SELF 1000 S.M. TAPPING SMS HEAD ( TTP.) #8 X 3/4 SELF TAPPING SMS SECTION A —A (4) l000 S.H. HEAD CTYPr• - I000 P.vDESIGNER SECTION A —A (7) SILLCTYP) - - 0 X 3/4 SELF TAPPING SMS m AB.O• 1X4X3/8 FLOuw TUBE MLL16 Tow.. b1 UF vp Ile AcTR \- 08 X 3/4 SELF IOD0 SA TAPPING SMS HEAD ( TYP.) SECTION A —A (6) 41CTAt1 MULLION APPUES M HEAD k SILL WHERE I' X 2' DETAIL A I' X 2 7/16' TUBE UUUJONS ARE USED B p+ unm INSTALLATION A160flR 8 I SEREv QYPJ FOR2 CL L1 1/8' MIN. I I EMBEDMENT 1 L t NtN I. EkKDMENT_. FLORIDA EXTRUDERS INTERNATIONAL. INC,A SANFORD, FLORIDA TITLE: SER. 1000/ 1500 FIN SHEET i .OF 2. TRIPLE HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES_ DRAWN BY:MSH APPROVED BY: DAT€: 2/6/02 SCALs:NTS DWG.: IHMFINTR SEALANT BETWEENDOWFLANGES L MULLION 1000 P.V DESIGNER SILL CTYPJ NM8 X 3/4 SELF IITAPPING SMS 1X2X1/9 TUBE MULLIONjrSEALANT B WINDOW Fl t MILLION L#9 X 3/4 SELF . 1000 Stt TAPPING SMS HEAD CTYPJ wumv FLANGES SECTION A -A (I ) L MILLION 1000 P.V./DESIGNER SILL CTYPJJTAX 3/4 SELF TAPPING SMS 1X27/16X1/8r=_-1{In / TUBE MULLION TYPICAL MULLION TO CONCRIlIE NB'.mikeIwoP.V DESTGMER SILL CTYP.) 1:7ES TO JAMB WHERE I. X 4' Qk2' X 4' TUBE MULLIONSARE USED) M8 X 3/4 SELF TAPPING SMS CONCRETE GR MASONRY — BY OTHERS 1 X2X3/9 TUBE MULLION ONE BY WOOD C:EM ?.AL FLORMA B.O.A,F. Bt= BY OTHERS 4 MAM NAC UEM NAME: LN7mL2•iglrRUD>ERS i8 X 3/4 SELF MASMF low &IL ' TAPPING SMS - HEAD CTYPJ SECTION A -A W 1000 P.V DESIGNER 1000 P.V DESIGNER SILL CTYPJ SILL CTYPJ Q 9 X 3/4 SELF ;8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 3/9 TAPPING SMS 3/ 8 711TUBE MULLION /—T X 4 X MULLION TUB£ MULLION SEALANT FBETWEEN SEALANT BETWEEN L MWV F WINDOW FLANGE WIMLMLLLIW08 X 3/4 SELF loco S.H. TAPPING SMS HEAD CTYPJ SE ALANTFBETWEENLANGESA -A (3) L KAJ" 1000 rP.V GtER SEALANT BETWEEN SILL CTYPJ VWDOV FLAM4E3 SMS I o8 X 3/4 SELF E MULLION U NG— I X 4 X 1/8 TUBE MBLLM N 1 L NM8 X 3/4 SELF loco . S. H. TAPPING_ SMS HEAD (TYP: T ECTION A - A (A) 1000 r P.V DESIf R - SILL CTYP.) 9 X 3/4 SELF TAPPING SMSl 1 X 4 X 3/8 r—'tnf 1 / TUBE MULLION X 3/ 4 SELF PING SMS 100o S. H. HEADCTYPJ SECTION A - A (7) T - L NM8 X 3/4 SELF #8 X 3/4 SELF 1000 Sx TAPPING. SMS TAPPING SMS 1 820 HEAD CTYPJ HEAD CTYPJ SECTION A - A (5) _._...-SECT10 ;A -A (6) INSTALLATION ANCHOR 3/16' DIA TAPCON SCREW AN CTYPJ EXTERNAL MULLION INSTALLATION CLIP 1 1/ 4' MIN. EMBEDMENT IET. N) D._S r " A i L— A. FLEVAPKIN j VIEWED FROM. EXTERIOR FLORIDA EXTRUDERS " n" 1Nc SANFORD, 'FL° N`ORIDA r=: SER. 1000/1500 FLANGE SHEET '1-,OF'-2: TRIPLE HORIZONTAL MULLION SECTIONS.' SEE OTHER SIDE (SHEET 2 OF 2)TOR DESIGN.PRESSURE CAPACITIES DnwN BY: MSH APPROV3M BY: - DATL-2/ 6/02 ISCAI&NTS . DWO.: 1HMFLGTR-' APPLIES TO HEAD k SILL WHERE i' X 4' l000 P.VJDESIGNER SILL (TYPJ IoDO P.VJ1ESIGNER SILL (TYPJ AUXILIARY PLATE 2' X 4" TUBE MILLIONS ARE USED TM ADMTMNAL ANDOU, WNCH rtEautar DETAIL C 8 X 3/4 SELF TAPPING SMS II8 X 3/4 SELF TAPPING SMS Q SHEATHING 1%2X 1/8 1X2 X3/B 0. Q TUBE MULLION TUBE MULLION INSTALLATION ANCHOR s8 WOOD — SEALANT BETWEEN SCREW CTYPJ WINDOW FLANGES L MA_LION 0' EXTERNAL MULLION - INSTALLATION CLIPBUqX -- TWO BY WOOD 118 X 3/k SELHSEALANTFLANWCENGESTAPPINGSMS 118 X 3/4 SE TAPPING SHSL1000 CENp TR/. A.F. BY OTHERS IODO S.M. L MULLION HEAD .) FTW,/ HEAD (TYPJ A>ie:M A L V 21 UlTf. MULLION _ SEALANTDo BEFLAr S SECTION A —A (1) SECTION A —A (2) Dill 9 v S - . L MULLION r i000 P.WDESIGNER SILL CTYPJ WOO P.V./DESIGNER . FIEZE # 6SILLCTYPJ ... A- I r — A I18 X 3/4 SELF 1 0 P•V DESIGNER 8 X 3/4 SELF TAPPING SMS TAPPING SMS IX27/16X a SILL CTYPJ l LrAIX27/16 X 1/8 TUBE MULLION TUBE MULLION TA % 3/4 $Elf TAPPING SMS 2 X 4 X'3/8 i TUBE MULLION: SEALANT BETWEEN 1 1/8' MINLVV=W FLANGES EMBEDMENL MULLION SEALANT BETWEEN VENED FROM EXTERIOR WINDOW FLANGE APPLIES TO HEAD & SLL'YMERE I' X 2'L MULLION 3/ 4 SELF k I' X 2 7/16' TUBE MULUONS AHE USED c j tt8 % 3/4 SELF 1000 SJ{ TAPPING SMS 08 X 1000 S.M. TAPPING SNS A HEAD CTYPJ HEAD CTYPJ Alum A+*+a SEALANT BETWEEN SECTION .A -A (-) SECTION A -A (4) as "ODD " mtn WINDOWRANGESR MULLION IUORIZ CUP SEALANT BETWEEN 1000P.V /DESIGNER WINDOW FLANGES , SILL (TYPJ M7LLILN 1000 P.WJDESIGNER rSILL (TYPJ 1a X 3/4 SELF t8 X 3/4 SELF TAPPING SMS N8 % 3/4 SELF TAPPING SMS lowS.H SECTION A —A (7) IEKB TAPPINGSMSTX4X1/8 - 1 X 4 X 3/8 HEAD CTYPJ NQ TTUBE MULLION TUBE MULLION FLORIDA EXTRUDERS IIdTERHAnolpL, wd t SANFORD, FWWA TITMSER. 1000/ 1500 FIN SHEET I OF 2 . HORIZONTAL WINMULLIONSECTIONS s_ SEE OTHER SIDE (SHEET 2 Of 2) FOR DE PRESSURE CAPACITIES SELFSIGN TAPPINGSMS iHEAD 118 X 3!4 SELF TAPPING SMS r . HEAD CTYPJ F.8 f IiA1FN BX:MSH _ APPEtOWED.BY: TYPJ SECTION A — A (5) ST10N A —A (6) DetE 2/6/02 scat.>; NTS vxa.: 1HM1-INTv T SEALANT HE" EEI V,4".MV FLANC:ES s Mi, L:?M 100 P.V./DESIGNERIS:LL cTYP) If AS X 3/4 SELF 9/TAPPINs IVS X2X I/? T:E M'LLFFJt. SE!.Ax, 4ETVEPN VINXV FLs!wfe- L M•JLL:CN a _ -KB X 3/4 SELF 00 S TAPPING SMS ni •.CI S'.ALANe OCTV =M / 1 vik-v+l F•; 4sGES SF CTION A -A l ! ! s +xL:eY 100.3 ?.V./DES.GNER SILL (TYP.) AS X 3/4 SELF TAP?iNG SMS x 2 7/16 X i/E f—lnf l / TUBE MULLION SEALANT i wwmv F; L KULLI N N -R8 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETVEEN SECTION A —A (3NVIN..CV FLANGES 1. NULLl r I= ? 4 /DES GmE_R SEALANT HET ` r_EN i( SILL (YP.) WIMVFL/-i-I 6 X .3 SELF L ` ! APPING SMS r l X 4 X I/8JBE AS X 3/4 SELF TAPPING SMSlOGOSsti kEAD (TYPJ r ICGC P.WJDESIGNERSILL <Ty;: ft8 x 3/4 SELF T TYPICAL >AULION TO CONCRETE C IAMB APrJES TO JAM? WHERE I' X 4' 2' X A' TUBE MULLIONS ARZE USED) Q 4Pr1N. SMS 1 CONCRETE OR MAS3NRY 1 l ny OTkiRS 1 ; X2y i rT' /. $•O.A I..HU < 5=(ITR S KIANUACrUMFNl:i L- Ea X .!/a-SEL LQ/I• I 1Cnn. S4- TAT=Pi`tiG SI+.S Plies+ Ati.__p INST&LATIuR 440CR 3/!6• DIA TA= •. SCREV A:N•J-!`4 C YFJ EX-L"AL MULLIONE' i!ALLA%DN CLIP r.. 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APPROVED BY: DATE:2/4/f"2 ISCAMNTS DWG.: i HMF'LGT'W 7 1000 P.VJDESIGNER SILL (TYPJ s8 X 3/4 SELF TAPPING SMS Ix2x1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L MULLION 68 X 3/4 SELFVVQOW L MION FLANGES_ - \_ 1000 SJi TAPPING SMS SEALANT BETWEENHEAD, (TV.) VVQOW FLANGES SECTION A —A I ) L MULLION 1000 P.V DESIGNER SD.L CTYPJ s8 X 3/4 SELF TAPPING SMS 1X27/16X1/8 TUBE MULLION SEALANTWI Ft L MULLION s8 7C 3/4 SELF IWO S.K .TAPPING SMS HEAD CTYPJ SEALANTBETWEEN SECTION A —A (3) WINDOW FLANGES t MULLION ION P.V./DESIGNER SEALANT BMrSILLCTYPJWINDOWFLAW L MILLION s8 X 3/4 SELF TAPPING SMS tX4X1/8 F-1CY7 TUBE MULLION 1000 P.WJDESIGNER AUXILIARY P a SILL (TYPJ IFOR ADDrtMNAL ANDOM NIi11 REQIFREDI s8 X 3/4 SELF 0 DETAIL TAPPING SMS O O IX2X3/8 TUBE MULLION 0 se X 3/4 SELF AL FLO-RMA B.©'""SUCKO BY YIB1D BY OTHER 1000 S.H. TAPPING SMS . 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D8 X 3/4 SELF 08 X 3/4 SELF TAPPING SMS. TAPPING SMS Ix27/16XV8 1X27/16X3/1 TUBE MJI LION TUBE MULLION SEALANT BETWEEN AUXILWRY PLATE ADMTMHAL ANOOtS. WEN teEotlucD o£TAIL C APPLIES TO HEAD & SILL WHERE I' X 4' , 2' X 4' TUBE MULLK)NS ARE USED SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW :TYPJ EXTERNAL MULLION UCTALLATDON CLIP TWO BY WOOD BUCK BY OTHERSl I F:: MULLION . WINDOW FLANGES WTAn 1 L MULLION 2000 P.W./DESIGNER ` CMlil i--- A SILL CTYPJ D8 X 3/4 SELF k8 X 3/4 SELF i1000S.H. TAPPING SMS 1000 S.H. TAPPING SMS N8 X 3/4 SELF A HEAD (rYP.) HEAD CTYPJ TAPPING SMS TUBE MULLIONSECTIONA —A (1) SECTION A —A (2) - L1 1/8' MEMBEDMEN SEALANT BETWEEN VIEWED FROM EXTERIOR W04DOV FLANGE APPLIES TO NERD t-SILL tY iERE t' X 2• t }tA Lutrt _DUAL.@ _. k .t •- X Z 7/Ib--TUBE- YULUONS ARE USED SWATH" SEALANT BETWEEN SEALANT BETWEEN _ TALLATIW AN040t VINWV FLANGES VDVDi1V FLANGES v00D SOtEV L. MILLION L KJLLION 2WO P.V./DESIGNER 2000 P.V./DESIGNER N8 X 3/4 SELF HWIL aV SILL (TYPJSill (TYP.) TAPPING SMS 8 X 3/4 SELF / 08 X 3/4 SELF TAPPING SMS TAPPING sns —1000 SA SECTION A -A (5) t LAr NM I X 4 X 1/8 • 1 X 4 X 3/8 HEAD CTYPJ EMBEDMENT TUBE NULIIDN TUBE' MULLION FLORIDA EXTRUDERS llsrr "rrATToNnALo INc snrlFOl n, rLORma MI& SER. 2000 FIN SHEET 1 OF .2 YEB TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET2 OF 2) FOR e X 3/4 sELFB8 X 3/4 SELF DESIGN PRESSURE CAPACITIES TAPPDNCi SMSTAPPING SMS1000S.M. 1000 s.H, 2 HEAD CTYPJ HEAD CTYPJ DRAWN BY: MSH APPROVED. BY::. SECTION A —A (3) SECTION A —A (4) DATE:2/6/02 scALE: NTS nxc.:: 2HMF INTW 1YPICAL MULLION TO CONCRETE O JAMB APPLIES TO JAM8 WHERE 1' X 4' DETAIL d< 2' X 4' TUBE MULLIONS ARE USED) _ Q CONCRETE OR MASONRY BY OTHERS \ 2000 P.V./DESIGNER 2000 P.V./DESIGNER INSTALLATMN ANC UR 3/16, DIA. SILL CTYPJ SILL (TYP.) TAPCON SCREV MOM (TYPJ 8 X 3/4 SELF #8 X 3/< SELF EXTERNAL. KILLMN TAPPING SMS ' T' 1 }%2 7/16 % 318 ONE BY VOOfl DVSTALIATDIN CLIP1X27/16 X 1/8 TUBE MULLMNTUBEMULLION Bt K BY OTfiERS SEALAMT SEALANT BFyAtGS VBiDOV FLANK MULLTON MLALD)N a. MULLION 2000 P.V DESIGNER Sfl.L (TYPJ 8 X 3/4 SELF 8 X 3/4 SELF #8 X 3/4 SELF IS SMS 2000 S.I.I.TAPPING SMS H2000EAD (TP LNG SMS TUBE4MULLI0 1 Q HEAD (TYPJ SECTION A —A (21SECTIONA -A (1 i 1 1/4' MIN. SEALANT BETVEEN - EMBEDMENT WOON FLANGE L Mxum Nam• I I AL"Ti1 IIETAIL H , r-- A F vRioa rr11 yD RS -- FRE 7 9 X 3/4 SELF L— A TAPPING SMS SEALANT IETVEENVD(DOV FLANGES 2000 S.H. B RIA.[MM 2000 P.V DESIGNER OITAP IGNER HEAD (TYPJ _ SILL (TYPJ SECTION A —A (51 - 8 X 3/4 SELFX 3/4 SELF TAPPING SMS PING SNS ; I X 4 X I/81 X-4 X 3/8TUBEMUI.LI@i F. TUBE MULLION VIEWEDFROW EXTERIOR INTENATIONAL, INCFLORIDA EXTRUDERSsAmim, FLOIimA EAUWTBETVEE.VDVDOV FLANGES L L TITLE: SER.; 2000.FLANGE -SHEEj l:, OF_2TWIN HORIZONTALMULLION'`SECTIONS#8 X 3/4 SELF8 x 3/4 sELF SEE OTHER SIDE C SHEET 2 OF 2) FOR 2t1 TAPPING SMS APPD G SMS HEAD S. M. HEAD (TYPJ DESIGN _ ..PRESSURE; EAPAC ECnON A -A (3) SECTION A -A (4) 1 F 8 ZElC2 Dluxrl: MSH _.. AppROVEnc MFLGTW DATa:2/-4L02 50ALE;NTS r m c.: '2H_ ,,..: SEALANTvmDOW FLANGES t MULLION Am Aav PLA qW ADDITMMAL ANOOM WEN REQUIRED) p. CENTRAL FWMA B.O.A:. F. MAMNACI'MR. NAME: O O V..1;;.§'I'EFt FILE # 7 MUtLw O 2000 P.WJDESIGNER d= r.W./k44w- SDI (TYP.) SILL' (TYP.) 18 x 3/a SELF M8 X 3/4 SELF jTAPTAPPING SMS PINGSMS1 X 2 7/16 X 1/8 1 X 2 7/16-X 3/8 TUBE MULLION TUBE MULLION cca ANY Br"."r. a L I8 X 3/4 SELF 1000 Sx TAPPING SMS HEAD ( TYP.) SECTION A —A (1) SEALANT BETWEEN SEALANT BETWEEN vv= v FLANGES WINDW RANGES i MULLIDN t MULLION 2000 P.WJDESIGNER SILL ( TYP.) I8 X 3/4 SELF TAPPING SMS IX4XIAS TTUBEMULLIONIS X 3/4 SELF too0 S.H.TAPPING SMS HEAD ( TYPE rmm A A A I2t I8 X 3/4 SELF 1000 S H. TAPPING SMS HEAD ( TYP.) SECT10N A —A (2) SEALANT BETW WINDOW FLLAMM L KXLION 2000 P.V./DESIGNER I SILL ( TYP.) IS X 3/4 SELF TAPPING SMS I X 4 X 3/8 TUBE MULLION I8 X 3/4 SELF low Sit TAPPING SMS HEAD ( TYP.) SECTION A —A (4) TWO BY WOOD' BUCK BY OTHER 0 2000 P.WJDESIGNER APPUES TO HEAD & SILL WHERE 1' X 4' 2' X 4' TU8E MULLIONS ARE USED THING INSTALLATION ANCHOR 08 WOOD SCREW CTYP-) EXTERNAL MULLION INSTALLATION CLIP MULLION DET6ILS A SILL ( TYP.) UO fISX3/4 SELF TAPPING SMS 2X4 X3/8 TUBEMULLION i 1/ 8' MIN. L EMBEDMENTVIEWEDFR0U : EXTERIOR DETAL B APPUES TO NW SKL WHM I' x 2' r X27/I67 TUBE MUUJONS ArtE UM S«ulww ALLATIM ANCHM . SECTION A — A (5) to V= SCREW c (TYPY Ham CUP 08 X 3/4 SELF TAPPING SMS 1000 S. H. t i/s' NDL HEAD (TYP.) EMBEDMENT FLORIDA EXTRUDERS RRDD.FLOIA TOIL$: SER. 2000 F IN SHEET 1 OF 2 HORIZONTAL"MULLION SECTIONS V SEE OTHER SIDE (SHEET 2 OF. 2)'.FOR DESIGN PRESSURE CAPACITIES DRAITN BY: M S H APPitOVED BY ..._ DATE:2/ 6/02 ISCAMNTS — DM: 2HMFLN::= raWAI. MULL M TO CONCRETE O JAMB APPLIES TO JAMB WHERE 1' X 4' DETAIL B Qdo2' X 4' TUBE MUL DONS ARE USED) SM CyOTOR NAS01 Y vlNwv ` KXLION SEALANT BETVEEVVMV FLANGES HY OTHERHER SKLLMN2000 P.V.JDESIGFERINSTALLATMN ANCHOR 3/16' Ilk SILLP.V./ DESIGNER SILL (TYP.) TAPCON SCREV ANCHM CTYPJ SDa. CTYPJ 8 X 3/4 SELF #6 X 3/4 SELF TAPPING SMS TAPPING SINS ME BY wa=m TMNCLIP 1X27/16X3/8 1 X 2 7/16 X 1/8 TUBE KA-LION BACK BY OTHERS TUBE KA. L N MULLION 2000 P. V./DESIGNER SILL (TYPS . t8 X 3/4 SELF TAPPING SMS 8 X 3/4 SELF 08 X 3/4 SELF 2.X`4 X 3/8 2000 S. M.TAPPING SMS 2000 S.H. 'TAPPING SMS TUBE MULLION Q HEAD CTYPJ HEAD CTYPJ _ SECTION A — A (1) SECTION A —A (2) L1 1/4' MIN. SEALANT BETVEEN EMBEDMENTvINDav FLANGE MULLIONCoTOLD TAn H fir- a u oi A I R # xe`x/4 SELF A .. V WDEALANT DETVEENQvFLANGESETCTAPPINGSMS SVINDDV FLANGES 6 MULLION 2G00 SA t MULLIOM 2000 P.V DESIGNER 2000P.V./DESIGNER HEAD CTYPJ-- SD_L CTYPJ SILL CTYPJ SECTION A —A (5) 8 X 3/ 4 SELF 08 X 3/4 SELF TAPPING SMS TAPPING SMS - 1X4XVs IX4X3/8 TUBE MULLION `TUBE MULLION VIEWED FROM EXTERIOR INTERNATIONAL, INC FLORIDA EXTRUS , aDERte, FLORIDA TMZ:SER. 2000 FLANGE SHEET 1 pF;2 HORIZONTAL MULLION SECTIONS J _ t8 x 3/ 4 SELF SEE OTHER SIDE < $HEET'2 OF 2) _FOR f8 X 3/4SELFTAPPINGSMS — T PING SMS 2oaaS.H. DESIGN PRESSURE'CAPACITIES c to HEAD CTYPJ - HEAD CTYPJ CTION A —A (4) i 8 SECTION A— A(3) DRAIIN HY:MSH APPiiOYSD'BY t: ` ii °, nATE.2/4/02 sCmz: NTS c.. LG . mr -2HMF } TVO BY WOOD DETAILC BUCK BY I T6Wi&S 1 1J8• MIN, EMBEDMENT 2000 S.H. 20 S.K JAMB (TYP.) 1 X 2 7/16 X 1/8 JAMB (TYP TUBE MULLION TUBE MULLION 2 X 4 X 3/8 SHEATHING: TUBE MULLION s8 X 1/2 SELF s8 X V2 SELF INSTALLATION ANCHOR 08 WOOD SCREW (TYPaTAPPINGSMSTAPPING :SMS EXTERNAL MULLION INSTALLATION CLIP 2000 SA ON JAMB (TYPa APPLIES TO `HEAD .k -Sill WHERE t' X 4' 2• X 4' TUBE MULLIONS ARE USED SEALANT BETWEEN . s8 X 1/2 SELF APPLIES TO HEAD & SILL WHERE 1" X 2' SEALANT BETWEEN WINDOW FRAMETAPPING SMS do 1- X 2 7/16- TUBE MULLIONS ARE USEDWINDOW i MULLION s MULLION s8 X 1-1/2 SELF I NEW. ANCHM8T1DSCCRREWWs8X1-1/2 SELF TAPPING SMS TAPPING SMS AI (TYPa SECTION A -A (I) SECTION A -A (2) SILL CLIP CENTRAL FLORIODA B.4.A.E. IKTVM s8 X 1-t/2 SELF WAMTFA jRy RNAM: TAPPING SMS WDOW FLAT 1 Val HIM. t Mt L i EMBEDMENT SECTION A —A (s SWAT"G - GoRin. 4vra—zt7Ralai+l+I+nvam Fwwu+G NASTEft r LLE1X4X1/ 8 1X4'X3/8 TUBE MULLION -TUBE MULLION 2000 S.K2000 S.N. JAMB ( TYPa JAMB (TYPa s8 SELF 1 AUXILIARY- PLATE FOR ADDITIONAL-'AMCH0RS, W s:N REQUIRED) Q . 0 08 X 1/2 SELF s8 X 1/2 SELF SMS (TYPa.. DETAIL B MULLIC - SMS PELEVATIONTAPING .. TAPPINGSMS _ . _ VIEWED;MM_ EXTERIOR 2 L< FLORIDA EXTRUDERS ugAWrfo rTL, INC SANFORD FLORIDA SEALANT BETWEEN _. ` SEALANT BETWEEN WINDOW FRAME V-I-- FRAME MULLLOM _. .& MULLION s8 X- 1-t/2 SELF. #8.X 171/Z SELF TAPPING SMS TAPPING. SMS SECTION A - A !3) SECTION A -A (4) z Tnu, SER; " 2000" FIN SHEET 1 OF 2 VERTICAL .:MULLION. SECTIONS SEE OTHER S I DE < SHEET 2 OF 2i -,"FOR DES14iN PRESSURE " CAPAC IT I ES DRAWN By. MSH APPROVED'BY: > DATE..2/ 6/02IIscAL&NTS IID'Kd-. 2VMF IN 2m sit'j ONE BY WOOD DETAIL C B cm.) 1 TTUBE '/MlLLMN L8 B C PJ 1 X 2 LLL X 3/8 I BY OTHERS I `EY twri OR MASONRY14MHRYP TUBE IIULLIEiN a- s 11 ff, OR ADmnomN_ A cmd mck QED) MvLLMN 9 X 1-1/2 SELF !8 X 1-1/2 SELF SMS RYPJ DETAIL $ TAPPIK, SMS TAPPM SMS ELEVATIO, r E) SECTION A -A (3l -SECTION A -A (4) VIEWED FROM EXTERIOR o A B.Q..,F. F`LORIDA EXTRUDERS >w°FM-A CaMANS.._ VERTICAL MULLION SECTI[INS SEE OTNER lDE {-SHEET ; 2. ,QI `2) a; 1 0 DESIGN PRESSURE-GAPAC-ITIES.r.:,: nanMat Sit JBH .: =z-" j[ePPRavwter. z3r^.= PRODUCT CONTROL NOTICE Or ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 , Pittsburgh ,KS 66762 Iv UMI-DADE CO. METRO-DADE FLAGLEn BUILDING CODE COt IPL1ANCE OFF MG't•RO-DADE FI.ACI.r•.R nUII.r 140 w1iS•r FLACLER STIM1i1', SUrrli MIAMI, FLORIDA 33130- 305) 375-2901 FAX (305) 373•. C:ON•rttAC.Irott t.1CV0811" c: st:c-t 303) 375.2527 FAX (3ns) 373- cap~rtt, rots t \N(>IiCa:atr:wr nivi., 305) 375.29" FAX (305) 375. rttouucr coN•rnot. vwt. Your application for Notice of Acceptance (NOA) of: ( 305)37s•zvoa r•XX (3()s) 37:• Entergy 6-8 S-W/E Iitsiving Glazed Double w/sidelites Residential Ste. -II Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Da; 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 suspenduseofsuchproductormaterialimmediately. BCCO reserves the right to revoke this approval, if i determined by BCCO that this product or material fails to meet the requirements of the South FlorBuildingCode. The expense of such testing will be incurred by the manufactUrer. % ACCEPTANCE NO.: 01-0314.25 c--' EXPIRES: 04/02/2006 Rate tcocutSuez Chief Product Control Division THIS 1S THE COVERSHEET SEE ADDITIONAL PAGES FM Sp ECIFIC AND GENERAL CONDITIONS BUILDING CODES PRODUCT REVIEW C0NUMIT7EE This application for Product Approval has been reviewed by the BCCO and approved by the BuildiCodeandProductReviewCommitteetobeusedinMiami -Dade County, Florida under the conditions: forth above. APPROVED: 061051200i V Francisco 1. Quintina, R.A. Director h4iami-Dade Comity Building Code Compliance 01'11c s Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN U 5 2001 EXPIRES : _ Apri102, 2006 NOTICE OF ACCEPTANCE: Sl'L'CIFiC CONDITIONS I. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 200( approves a residential insulated door, as described in Section 2 of this Notice of Accept. designed to comply with. the South Florida Building Code (SFBC), 1994 Edition for Miami-1 County, for.the locations where the pressure requirements, as determined by SFBC Chapter 2: not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-!V/E lustving Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the follo, documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Br Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," prepare( manufacturer, dated 7/29/97 with revision C dated 01/1 1/00, bearing the Miami -Dade Co 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 i the approved drawings. 3. LIMITATIONS 3.: This approval applies to single unit applications of pair of doors rind single door only, as shown approved drawings. Single door units shall include all components described in the active lcafo this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the ang!cbetweentheedgeofcanopyoroverhangtosillis'less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protcclion system (shutters): the in$tallation of this unit will require a hurrit sotcction system. S. LABELING 5.1 Each unit shall bear n permanent label with the manufacturer's name or logo, city, state andfollowingstatement: "Miami -Dade County Product Control Approved": 6. BUILDING PERMIT.REQUIRMNIENTS 6.1 Application for building permit shall be accompinicd by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the Proposed installatio 6.1-13 Any other documents required by the Building Official or the South Florida Building Co, SFBC) in order to properly evaluate the install 'on of this system. Hams I Pcrcz, P.E. Product CoC Exan: Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS t. Renewal of this Acceptance (approval) shall be considered after a renewal application has been f and the original submitted documentation, including test supporting data, engineering documents arc 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 accepta 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 prodcct or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been It requested (through the filing of a revision application with appropriate feel and granted by this office. i. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and rollowcd 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 Acccptancc as well as approved drawings and other documents, where it applies, shall be provided to the uscr by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acccptance shall be cause for termination and rcmova Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEP'_ CQ4 ANCG Manu Pcrcz, P.C.; Product Contr tam Produ 'ntrol Division COP-WL-MAOIOO-02 FIBERGLASS DOORS Glazed Unitts 6'8" Height Inswing TV _ X 2'8" COP-WL-MA0141.02 02-0419.08 52.0 NO 2'10" (Application Filed) 3'0" 3'6" Not Listed Not Listed — X0, OX, OX0 I I f 2'8" + 1'0" 1 COP-WL-MA0143-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 1'2" -- 2'10" + 1'0" 2'10" + 1'2" TO" + 1'0" 3'0" + 1'2" 1.0" + 2'8" + 17 COP•WL-MA0144-02 02-0419.08 Application filed) 52.0 NO ro" + 2' 10" + r'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 17 - 3'0" + 1'0" 1'2" + 210" + 1'2" 1,2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2T 2'10" + 2'10" + 210" 3'0" + TO" + 3'0" XX, OXXO t I 2'8' + 2'8" COP-WL-MA0142-02 02.0419.08 Application Filed) 52.0 NO Ij 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 21" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 2'l0" TO" + 3'0" + TO" + 3'0" Notes: 1. Docif 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 (wrrvw.masonile.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, Ovate or local building codes specify the edition required. a Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade BCCO protocol PA201. A2012 $ PAK3. U 0 &%aff AJRJ EK" t.rrx„x•rT r'•." 1'll "hCl.tt F,N TMY t'C'1"t Ib.•T•.vM/Ow.x tn'rYDM'' a M AP coftmunt Masonite International CorporationClot (oaunmrp pnprwm W p'p;"tl xnoro,erncm most! speofiplwJr's, Oeign Intl p.0owr oauu whwu to 0,31pe wuxow n06M. COP-WL-MA0100-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing 2'6" 02-0418.03 X 2'8" r COP-WL-MA0161-02 (Application Filed) 55.0 NO 2'10" 3'0" 31" Not listed Not Listed — — 2'8" + 1'0" r2'8" + 1'2" I 2'13" + 17 02-0418.03 2'10" + 1'2" COP-WL-MA0163-02 Application Filed) 55.0 NO 3'0" + 17 1'0" + 2'8" + 1'0" 1'0" + 2'10" + 1'0" X0, OX, OXO 1'2" + 2'8" + 1'2" 1'0" + 2,8" 1.0„ 1'0" + 3'0" + 1'0" 02-0418.03 1'2" + 2'10" + 1'2" COP-WL-MA0164-02 Application Filed) 55.0 NO t 1'2" + TO" + 1'2" 2'6" , 2'6" - 2.6" 2'8" + 2'8" + 2'8- i 2'1 V-+ 2'10" + 2'1V l 3'0" + 3'0" + 3'0" 2'8" + 2'8" 2'8" + 2'8" 02-0418.03 2'10" + 210" COP-WL-MA0162-02 Application Filed) 55.0 NO 3'0" + 37XX, OXXO 2'6" + 21" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0418.03 2'10" + 2'10" + 2'10" + 2'10" COP-WL-MA0165-02 Application Filed) 55.0 NO 3'0" + 3'0" + 3'0" + 37 Notes. 1. Ocer a. rcngements using fewer panels than wha! is shoran 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 & geographic loc2tion is determined by ASCK 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 & PA203. Oak 1 air AR K,. I.u.. ,: r,, .t<s n,viev uoo!t.. r+en.r..,.a Rs«p..Gn o.::: AD, s iS.1W3 owu„ o..•. / Ow cm u"m:q O opsam oI pO["U fmDeovenwin moves soeurnro"s, aevD" onu »+ao Ma s O n i[ e 1 n[ e M at 1071 at Corpora (i O r 6'1r' s 6^ o 10 cb^e wit!w, l rncr. COP-WL-MA0100-02 FIBERGLASS DOORS Glared Units 8'0" Height — Inswing 2'0" 2'6" 02-0423.01 X 218" COP-WL-MA0146-02 (Application Filed) 40.0 NO t 2'10" I' 3'0" 3'6" Not Listed Not Listed — r I X3. Ox, CW L— 2'8" + 17 COP-WL-MA0148-02 02-0423,01 Application Filed) 40.0 NO 2T + 1'2" 2'10" + 1'0" 2'10" + 11" 3'0" + 1'0" I 3'0" + 11" COP-WL-MA0149-02 02-0423.01 Application Filed) 40.0 NO 0" • 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + IT i 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" + 210" + 2'10" TG" + 3'0" + 3.0" i XX, OXXO COP-WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO I 2'6" * 2'E" _ 2'10" + 2' 10" TO" + TO" TV + 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" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels Char what is srrown in the above chart also comply under the product approvals shown. 2. Assembly detaits are available from. the Masonite International website (www.masonite.com) or from the technical center. 3. Ir.sWlation inslrections are available from the Masonite International webshe (www.masonite.com) or from the technical center. Actual resign pressure requirament for a specific cuilding design 3 geographic location is determined by ASCE 7 (Minimum design loads for buWings 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. O akabIMbNOI.\SR,iN'1'hY U("A"t W"•Mw.O q..pu lm rWnn C,, Nln a r:v om,'-y!c 3m of snodon m. oaCY.1Fm ]like, sDtor;....N..«s Masonite International CorporationbD q'cd p>:.0 Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Outswing Masonito Internationald• BCCO 02-0423.03 COP-WL-MA0166-02 (Application Filed) DpRaling 47.0 ImpactRaled NO Arrangemenl1les X width) TO" TV 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed X0, Ox, Ox0 MArrangementultiples (width) 2'8" + 1'0" t t COP-WL-MA0168-02 Miami —Dade BCCO 02-0423.03 Application Filed) D• Rating 47.0 impact NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 1'D" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0169.02 02-0423.03 Application Filed) 47.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 'IT 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 210" + 1'2" 17 + 3'0" + 1'2" 76" + 2'6" + TV 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 Filed) 47.0 NO 2'8" + 2 8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6"+ TV 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" 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.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 8 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 8 PA203. 0 Oak.raft1. • 1 t s i AR EK'- l..l-...ely ,.an F10kX LASS t:N'1'"Y'DOORS Np Tu WF*w&a t—, D• N ta0t 0.• r. o••.. 011r Masonite International Cor orationCDmOMOMmwnOgOpramOfgoA1Ktimpr0vtmtMmantaapttNKili0rli. dtigll arw pobNl P Utlai1 5uGIK110 thi P -00W n01Kt. Opaque Units COP-WL-MAOIOO.02 FIBERGLASS DOORS 6'8" Height — Inswing Arrangement X Singles (viii1th) 2'0- 96FFWIMM W4010 W11 COP-WL-MA0101-02 fflMWfT.f4-1K,1oR 01-1031.01 DP Rating 76.0 Impact Rated NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed X0, OX, OXO 2'8" + 1'0" COP-WL-MA0103-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 17 2'10" + 17 2'10" + 17 37 + 1'0" 3'0" + 17 17 + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 17 + 37 + 1'0" 17 + 2'10" + 1'2" 17 + 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-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 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" 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. Actuaf 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 & PA203. Oak raft ARC EK" A1/ 1..1..,..1. f IMI Mf I.aSt F:ral'MY DOOMS N-.T.—rah.N"1-0— AW Ya7.. / • Io...,.. o.... OU, X' t= Masonite International CorporationtlwConUnu.np ploplam of 9,00u11 mprpvemenl mates SpeGla(.algnS. plTpn a"o 0 o0"O P 01UJ 50-11G Oar," WOW nQ K! COP-WL-MA0100-02 FIBERGLASS DOORS Opaque Units 6'8" Height — Outswing Arrangement X Singles (width) 2'0" l COP-WL-MA0121-02 r 01-1031.02 76.0 NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed Arrangement X0, OX, OXO Multiples (width) 2'8" + 1'0" Masonite International COP-WL-MA0123-02 Miami -Dade 8CC0 02-0109.09 Application Filed) r• Rating 55.0 Impact Rated NO 2'8" + 17" 2'10" + 1'0" 2'10" + 17 3'0" + 1'D" 3,0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'D" + 2'8" + 1'0" 1'D" + 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" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122.02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + TV COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 2'10" 3'0" + 37 + 37 + 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. Actuail design pressure requirement for a specific building design 8 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 entrytor impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 8 PA203. 13 Oak Graff AR EK'" YMkKGLANA hNTNY UOOIta Ny,.Ti..„N1Mr rcMryO"r. a bli 20. 2002 Masonite International Corporationowcorevl" WOWsw ofVOW MWO"mem MiAes spaft~%. Oesge W WoOW 0034 $01M 10 ChmW" WOW "I" GOP"WL-MA0100"0Z FIBERGLASS DOORS Opaque Units 8'0" Height — Inswing iiiiiiiiiiintrjmjw offilasm, 2'0" 2'6" X 2'8" 2'10" 3'0" 3'6" 1 I COP-WL-MA0106-02 02-0109.08 Application Filed) 70.0 NO Not listed Not listed X0, OX, OXO 2'8" + 1'0" COP-Wl-MA0108-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-Wl-MA0109-02 02-0109.08 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" 1'2" + 2'10" + 1'2" 17 + 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-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" — 210" + 2'10" 3'0" + 3'0" 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" 210" + 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. ActualAesign pressure requirement for a specific building design 6 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 & PA203. O ak raff AR EW 11 III+.Mf;I.—A Kn'11"Y 11110K1 —U.—IP-r""E""IDew. 0,+29. 2007 0u1 COft.u.0 010gno Al 0100uC1 -Pft e.1 mAtS $M.tKaq"s.. 0es.p" and b,oOUD Masonite International C o r p o r a l i o n 0034 Sub1ECI to Ch" wAhOW WKt COP-WL-MA0100.02 FIBERGLASS DOORS Opaque Units 8'0" Height — Outswing Masonite a rnal COP-WL-MA0126-02 Miami-DadeTCCO 02-0109.07 Application Filed) 1. Ratingr. 70.0 r NO Arrangementt X 2'0" 2'6" " 2'8" 2'10" TO TV Not Listed Not Listed Arrangement— r rth) 2'8" + 1'0" masonite international, l i. BCC,, 02-0109.07 COP-WL-MA0128-02 (Application Filed) 1. Rating 55.0 Impact Rated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" TO" + 1'0" TO" + 17 X0, OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 21" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + TO" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 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" + TO" + 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 & 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 & PA203. Oak raft ARkEK'" 11.1.R(il..lS\ K-1'RY DOORS Nor"Toa"oere..p."Ew Door, AMA 29, 2002 •, o•••:Ir o.e•. iv, Co 1e ,10 D,09vW of D1a1ut1 improv~4 mares speCAKetb 0e 9n ano Mo0ut1 Masonite In t e r n a t io n a I C o r p o r a t i o n OHaA suoA'CI 10 C"t wAhON IWIKe. X 1 rill ! Unit ' SINGLE DOOR NTYP. 6• TYP, 6'8" UNIT 8'0" UNIT 13.15/16' 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 Rt Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA 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 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 from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1.114" 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. PREMa':'('/...r,:. Ap1d 29. 2007 •, o..... o.... Ow cOm—ng 01000m 01 wodua M01Ovemeld mats specdgSWAS. Masonite International Corporal ion dtsgn and DIOOM Wad s001K110 cw" WOW n01Ke XO or OX Unit r SINGLE DOOR WITH 1 SIDELITE 9 UNIT 8'0" UNIT 15/16' 17.1/8' MAXIMUM ON CENTER TYR 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Raugh Ipi 1 Width of door unit plus 1/2" Height of door unit plus 1/4" t t t t I t t t Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: t. 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 N10 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 EICO Dade Country approvals respectively, each with minimum 1-114" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 ApM29 T?JT Maionite International Corporation 1)" Onu,,. J J:r o u Vj IUUo cl .nt;rJ.emCnl Wulf] sUCGhc N ua]. oe].Qn •C ),wC CI ottYl Subject to Cningt woovi notKe. MID-WL-MA0004-02 SINGLE DOOR WITH 2 SIDELITES s- TYP. 6'8" UNIT 8'V UNIT 13-15/16' 17-1/8• MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. t lt• 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 (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 M8 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 from the ITW and EICO 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. 1 .cluu vay 1.ow. r o.. April 29.2002 Masonite International Corporation 11u. to un,,.nptNupnn Wra utle^ `:+we nem nWes Weo ana. Oef.p• a.4 urVovn owd Su41ec110 Ty1Ve w4houl "14e. MID-WL-MA0005.02Unit DOUBLE DOOR WITH 2 SIDELITES 6- CL TYP. TV 1 / r o TYP. TYP 1 1 1 i 1 i jTYI 11 11 11 I ll Il I 11 Il 1~ 6W 13- t t t t f t t t T t r r Fastener Count 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require Iwo 2.1/2" long screws per location. UNIT 8'8- UNIT 5/16' 17.1/8' MAXIMUM DN CENTER TYP. r r r Rough Opening (RO) 1! Width of door unit plus 1/2" Height of door unit plus 114" 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 At 56.16) 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 from the different fasteners being considered for use. Fasteners analyzed for this unit include M8 and 010 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 properly to transfer loads to the structure. 0 Apid29.2002 Manonite International Corporation Ow cdrdMl q Doom. of prod.0 .mb,oemem miles speed;314.4 des,go Ono wodvo dMA subKCI iu cV"oe rwdhoul nofve XX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0142-02 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". r Double Door Maximum unit sue . 6'0' x Will" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requbemehis tot a specific building design and geographic location is determined by ASCE 7-mlional, state orlocal building codes specify 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: ao no ao nD na DD 100 Series 133,135 Series 136 Series 822 Series 1/2 GLASS: n 0 Do as Da on an na 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be asea ,n the Io110wing door style: Eyebrow 5-p3nel with scroll Oakes ARkEK - .T w.,.,a. •r. w r , r•a 1AULNGLASS UNIKY DOORS Ib..T.wred hMrrO" t." Deer rv o. roe April 29.2002 Masonite International Corporation owCOnirmm e dloelarrl of er0dyC1 -Dro,t e l makeS sWd&aMnl. des on eM plodwl dmd S0,,cl 1. C", wRhftl Mlle XX Glazed Inswing Unit COP-WL-MAQ142-Q2 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 1111 y 0 404 Series 410 Series 109 series 11; 120, 122 152 Seriee 149 Series 300 series 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 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). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 0 akW ft1 • N r T. 1 AR 4 EK" .11.....1.1,... IW.. NI MI:I •\\,\ IN rM\' I)I111N Nen•T..w.I f.M.,y"r•Mr, Dmn % r/rr... • i.. ( April 29, 2002 ow eommt-9 moelam of WOWNnero"Ment makes smitkatiom. oesgn and oloouce M a s o n i te international Corporation 003.1$41M to 0009w00u1 nVPce XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-L-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 Maximum unlit site - 6'0" x 6'8- Design Pressure 52.0/-52.0 Limited water unless special threshold design isused. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements fora specific budding 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-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: C= C ool am000000 0n 00 00 100 Series 03.135 Series 136 Series 822 Series 1/2 GLASS: 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' This glass 4a may also be usea MIthe following door style: Eyeaow 5-panel with stroll O akraft AR 4 EK`- W....,Ia.y,n F-Clll:l.\I\ LN rMl 1)0IIN.I ra-,.T..-.-are-.rw 1.."o--n April 29, 2002 0.1 co1N.n- ; plavla,n o1 ploa-n .-Aes o o.emem soecnrtaro^s. as u^ +^o nor,-u M a s o rt i t e International Corporation o-11 K cr.Mge .0ow nw- XO or OX Glazed Inswing Unit COP-WL-M0143-0 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: On ao 404 Series 410 Series 109 Series l t452 1122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, "FL 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 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 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 aS, Lgf AR k EK" 1. .rIIIIIlN1:1..\l.t I:.V'IN\`I)111)N Nsn•Te•,NriOwtUNt•."0- April 29, 2002 ^ o.,••,r o.... ow romwwne wowam or wooua Nno,o.tmem moms smauauons, oes-on aw wo4oa M a s o n it e International Corporation aeW s. era to cnonoe wnnoul none Ox0 A, , , Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: 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 2 Sidelites Maximum unit We . 9'0- x 6T Design Pressure 52.0/-52.0 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.nalional, stale or local building codes specify ft 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: no no if l001 on an no M1 on 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: 0 0 00 d go nn on nn an nn 105 Series 106, 160 Series' 129 Series' 12 RIL. 23 RIL. 24 R/L 107 Series' 108 Series 30e Series Series' This 91Jss kit may Jlso be used in the lollowing door style'. Eyebrow 5-panel with scroll O aka ARTEK" .- l..l l....r w...1 .-..^ham C. •. I InLKI LAMS UN I 1U011N1 Nc..-R.vn/11.rr4u I—,2 w. . ApId29. 2002 du. tolmnu ne 01"141m a p.oeucl +nv.o.NMnl Masonite International Corporation mIht% SoectliCal % eespn"oloeun ottjd $ U"tj to 01H ge weheul O014e Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 1121 00 an 404 Series woSe~s | Tog series 114.120,122 ,72wries `mSede" omxwm Series APPROVED 3lQELITESTYLES: 29 efies moSeri= , wmSeries .52 series /m109 Series 120.122 Series umSeries CERTIFIED TEST REPORTS: OTLA-806* 2 Certifying Engineer and License Number: Ramesh Patel, PE/30D24 Unit Tested inAccordance wi8/K8iumi'DadoBCCOPA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed cd31/32^wood. Bottom end rails constructed nY31/32^ wood composite. Interior cavity nfslab fi||odwith rigid polyurethane foam core. Slab glazed with insulated glass mounted inxrigid plastic lip 0tesurround. Frame constructed ofwood with unextruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED FN ACCORDANCE WITH 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 ofFlorida, Professional Engineer Kurt Balthazor, P. E. — License Number 56533 2002 OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 la 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 size - 12'0- x 6'8" Design Pressure 52.0/-52.0 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 ASIDE 7•natlorel, state or local building codes speciy 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: an as 11 nn nn nn 101 no 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: D UU d an nn nn nn nn an 105 Series 106.160 Series' 129 Series' 12 AA. 23 R& 2e R0. 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the lollowing door style. Eyebrow 5-panel with scroll Oakrait ARK" 1;1nLwf;LA%N lNl Nl' U<IVN% W T••Yrsi r!"f"u f^vrDee•• /• April 29.2002 Masonite International Corporation Om tout..." WPegm of or000cl ^ro ovemenl rryLes soecartalrons. oesro^ •ra oroouu W", 1.4.111 10 two, -Moo .0- oxxo Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 1 00 00 r: 404 Series 410 Series t09 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: T 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-805*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 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). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak Taff AR4EK" rntl r in s'1.1.1 \uuuw. rw.gaw a a•.N... r•.vr ot.. A91d29.2002 Masonite International Corporation N, Conolwal9 WoWam or Wodu0 mar"tmem maee5 50HiDt~S. de gn and WOW Ot1ad SVDKC110 ChaAgt w41100 n011f! XX Glazed Inswing Unit COP-WL-MA0147-02 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 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 Maximum unit We = 6'0' x 8'0' Design Pressure 40.0/-40.0 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 bal building codes specify 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: 1/2 GLASS: as 404 Series as ao 822 Series D 108 Series Oakcraff ARkEK.- r..lu ....•T S LN1911'111LNCLI.» I:MIN)' UUV RJ rawT..wNliMraM-[n-r Umn rye Apra 29. 2002 - o..... o«.. 0w com,no,nc a,oglam or modoo -o o+emem makes spec pawns. dmgn and modal M a so n i t e International C o rp o r a t i o n deOu suoren 10 mange wdpoul no14e. XX # r l l , t Glazed Inswing Unit I 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULLGLASS: 0 810 Series 852 Series 300 SeriesCERTIFIED TEST REPORTS: CTLA- 805W 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 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, PE. — License Number 56533 Oak r affAR k EK - NiuMt:n., l:n,Nl „.,.,K.. r....4..,..a re"p,u !•w,l).... PREM van(..// April 29, 2002 n o..,nr o.." Owcom, numeeroWimaWoeucsenpo tmmosspec"Katam.oes:9n."Woarn Masonite international Corporation eew sueien 10 U,Yge " hw no1Ke XO or OX ' I Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit We - 67 x 8'0' Design Pressure 40.0/-40.0 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 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: 1/4 GLASS: 0333 0a 00 822 Series 1/2 GLASS: El 0g 40e Series 108 Series Oakraft ARC EK.- r..r.,,..r. Alml29 2002 Masonile International Corporation Om tW,-." owe,>rm or r"oo.;tM,u•m M, m k,S oe"O. a.o Moq.n unnr wmea 10 tnpnee -IN.1 noocv XO or OX e L + : 1 , Glazed Inswing Unit I 890" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: e50 Series 652 Series 810 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: el TESTDWITHACCORDAMIAMI- DADECOMPANCITY, 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/ &EX 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 gaff AR EW ral.,s.<alr Lem oJ.r.aln 1< <a 171UIMI:L H.S .I LNr MI' 000N.K rw..r..w.a rE,..Es., Em.r D— April29. 2002 Masonite International Corporation true eroeram or o.00ucl +no.o•emm makes sm.kral,ons. drsgn and modW dean saoieo to C"t .'Mo nonce. Oxo Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVEDARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Single Door with 2 Sidelites NUaimum unit size • 9'0' z 8'0- Design Pressure 40. 0/-40.0 limited water unless special thresholddesign is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact reSISUnt requirements lot a specific building design and geographic location Is determined by ASCE 7-natiMl, stale or local building codes specily the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beetl 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: 114 GLASS: 1/ 2 GLASS: n 0o 404Series Om 00 00 822 series 108 Series Q. . akeraff r. .,, AR EK" e.r1..1..1.11uw. I IUL NI:LA\\LN'I'M 1'`I)n11N.5 Ner.T .e,rN iirrb.l E.w.l nes•1 0. r O• April 29, 2002 M d S O n I L e International Corporation UWE0M.Wn9 p1o91W of WNW slot MTnlln1 MOM SlitNKMQny. oellpn ano D,od11c1 deco aubwl to C"t .0*0aonu. OXOCOP-WL-MAD149-02 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: s X;: 810 Series 3W Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810Series 300 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 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: 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). IWMI I ",No IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak raffwood AR4EK . x.„n 1:18CAC;LASS kI+'1'Rs' DOORS eL..Twe,nl Fi,rr n fnw Dee.. U',vlli r air.. R April 29, 2002 M a s o n i t e International Corporation0wcolnmu" ploWani M p,oduo knpro"mem makes specdKrlipns, deS,pn ,nd plgduCl dead supRCl 10 Change "dnuw MUCe QXXQ I t Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. 0 O Double Door with 2 Sidelites fdrrium unit size -12'0' X 8'0' Design Pressure 40.0/-40.0 limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific bu8lding design and geogw* location is deterroined by ASCE 7-rWional, state or 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: n 00 40e Series 010 as as 822 Series n 108 Series Oak raff N'..n•1¢la1n re.1Y e.l AR—EK" it1Vsirf1,,.,m I lutNGLANS Lr rwv uooks April 29. 2002 Om comulwne b,oglam of blodun .mo.o.emem N...A.wNlaiwrl.0 I—,o= maces soecekalans, deso aM woducl f-- - o.al.e •.... M a s o n i t e International Corporation delad sub,tel 10 Change amhom MUrt. OXXO 1 t I I Glazed Inswing Unit 890" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 10 Series 300 Series APPROVED SIDELITE STYLES: s x 450 Series 852 Series 810 series 3m series CERTIFIED TEST REPORTS: CTLA-805W 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 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 , — 1' N1'Ml' 11.11/"1 AR EK'" T..—I—V.. b., D— p... . Oaa.. t ...a.,..T 0 Aprd M 2002 Ow eW"09 010etam of a100uet T WOVMtM maser ide(dK~S. detpn an0 0.00un M a l O n f t e International Co r p o r a l r O n detao subjw 10 C"t wdnout notae XX Glazed Outswing Unit APPROVED ARRANGEMENT. COP-IML-MA0162-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x FF. Double Door Maximum unitsite . 6'0' x 6'r Design Pressure 55.0/-55.0 Umited 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 speclk 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-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: go oar no 0o 00 oD as too Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 0 DD DD 0KI go an oo ao so as 105 Series 106.16 Series' 129 Series' 12 RA., 23 R0.. 20 RrL 107 Series' 108 Series 30e Series Series' This glass kit may also be used in the following door stye: Eyebrow 5-panelwith scroll. Oakcraff ARTEW11119CL—N LI 1 R\ 11'113.1 Boe.T..w.O En -.Door a April 29. 2002 ou. Ednun.mo wog.am or ood.o mo.oeeme d makes soad¢arons. design and modun M a s o n i t e International Corporation oaaa S0911.0 cnanee .11W, nose XX Glazed Outswing Unit COP-WL-MA0162-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: ao ao 404 Series 410 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 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 ARkEK" 1AUL. L\\.l LNllr\'000"ti No,rTe.vNaa-.r4u Fe", 0— April 29. 2002 - o e1i1r oee.. 00C"1Mnno provram of wda"1 anwo+ennenl makes 5Wd,Carbns, despn and modup M as o n i t e International Corporation oelaraue"n Io'nano, ".moer norae M 1' 1 e t Glazed Outswing Unit APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS 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 Maximum unit size a 6'0" x 8'0- Design Pressure 47.0/-47.0 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 for a specific building design and geographic locallon is determined by ASCE7-national. state or local building codes speciy the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 andMAD-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: 1/2 GLASS: 00 404 Series Dnl Da 00 822 Series 108 Series Oakcraff AR 4EK -- FIBURGLA.NS L'NIN1' UUr)N5 I.en-R.ew.lfiw[1.rFno Ooen ()(` Mn. f Il" C/Yla/VnGr.n • A01.1 29. 2002 ^ °"• om conwNNne moa"+N or orooNcl n.cw+emelr moos oesgn oea Woeecl M a s o n i t e inter national C o r W subw l10cra ve "dt*U1 no1Ke 3/4' X 1-1/2' X 13GAGE MIN. 2' GALV. STEEL GALV. STEEL HORIZONTAL ANGLE HORIZONTAL TRACK 16 GAGE OR 13 GAGE LASED ON THE WEIGHT OF THE DDDR. / 13 GAGE MIN. GALV. TRACK SPLICE OR FL FASTEN TO WOOD IA 5/16' X 1-1/2-AO FOR 16' X 7' USE 1/4' X 3/4' HEX HEAD SELF DRILLING SCREW DETAIL D 2' 16 GALE GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4`-20 X 5/8' TRACK BOLTS. 63' (16- X 7) OPENING HEIGHT DmmOOR F33-(9'X 71 i 16'X7' (4 BRACKETS) 9'X7' (3 BRACKETS) 5' 3/4' POLYSTYRENE INSULATION STAIEA FOR MODEL 735-, 16GA. GALV. STEELNLJTTOPBRACKETWITH 14GA. ROLLER HOLDER WITH 2 FASTENERS. 3 1WIDE 1/4'X 3/4' LONG HEX HEAD SELF SEE DETAIL A) DRILLING SCREWS. 2 PER VERTrL STILE) 16' X r DOOR 2' ROLLER WITH 7/16• DIA. LONG STEM. TIRE. STEEL 10 BALL 8' AND 9' WIDE DOORS 2' ROLLER WITH 7/16' DIA. SHORT STEM. TIRE STEEL 7 BALL 14 AGE GALV. STEEL ENDHINGEATTACHEDWITH (4)) OR 5) SCREWS. SEE DETAIL C. SEE DETAIL C 4`X 16' AIR VENTS 4) REG-D. 120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL OPTIONAL SSB GLASS LIGHTS CENTER STILES 5 COLUMNS) ALTERNATE CENTER HINGES USING (2) 3 COLUMNS)--___ DOUBLE CAR) ALTERNATE OPTIONAL SSB GLASS UGHTS --% USING (2) 16' AIR VENTS REQ'D. SO. IN. MIN. iL OPEN AREA) GAGE END GAP (SINGLE CAR) 20 GAGE END STILES MODELS EXCEPT 2' 20 GAGE END STILES - FASTENED 24 GAGE MODEL WITH TOG-L-LOCS TO PANEL 750 USE END CAP OVER END STILES. SEE DETAIL C) 1-3/8' POLYSTYRENE INSULATION OADETAILC OPTIONAL FOR MOD. 724 AND 730 O 13 GAGE GALV. STEEL BOTTOM BRACKET O ATTACHED WITH 2 FASTENERS 2'BOTTOM SCREW CAN BE ABOVE OR I BELOW ROLLER. 18 GAGE GALV. STEEL CENTER Hq E 220 GA V. STEEL LH. CENTER STILE 10 GAE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR A IV X r DOOR USE ONEFORSPACM6. FASTEN TO WOOD Amm WITH 5 16• x 1-1/Z' SECTION a -A DM SELF DRILLING SCREWLAGSCREWS. PREPARATION OF JAMS Fit (' THROUGH TOP LEAF OF TINGE, ELK! SECTION B—B ^ t„J STILE, CAP AND RAIL. TV, 6 PLACES, AID USE LONG STEM ROLLERS. DOOR SIZE DESIGN PAREI TEST PRESSURE WIDTH HEIGHT POSITIVE INEGATNE 326 1 -37.4 9 -0 29.1 1 -33Z 16 -0 7 23.b I -26Z 35.4 1 -39.5 19-1/2% 21'OR 1 24' HIGH PANEL. GALV. AND PREPAINTED STEEL 26 GAGE FOR ALL ACHED WITH 1/4- X NG HEX HEAD SELF DING SCREWS. PER VERTICAL STILE) NOTE: ALL NDN-DESCRIPTIVE FASTENERS SHOWN TO BESl1/4`-20 X 5/8' HEX BOLTS do NUTS OR p 1/4X 1/2' LONG HEX HEAD SHEET METAL SCREWS F G 2422 1 3/5/02 KM WILLIAM T. JAAD ANN, R . ' ' ' ' ` ` R DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSM7M TO WITHSTAND THE PRESSURES gstructuralg :e - LISTED1NTHETABLEABOVE. SBC ASSUMPiIoNS: 100 ;MPH. 15' ROOF HEIGHT, ROOF PITCH > Ia. DOOR FULLY IN END ZONE. FBC ASSUMi MNS: 120 MPH, EXPOSURE 'B', 1140 ARdews n Street - 3W ROOF HEIGHT, ROOF PITCH > 10. 2' OF DOOR IN END ZONE. Cletmoot, FL 34721 ` ' AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE E THE DOOR IS SUITABLE FOR (352) 242-010II OTHERLOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THESAMECONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE • NOTE GLAZING DOES NOT SATISFY IMPACT INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER, DEBRIS REQUIREMENTS IN FBC F 2413 1/25/02 E 2137 2/9/O0 1724 6/ 24/97 C 1549A 1 B 1549 A 1449 f9-8-95 1366 11- 01-94) SLATES) REV. E. C.N. I DATE APPROV. 1 LOCK CENTER STILES Nt CENTER HINGES (t COLUMN) 125* 3' 1 2. 75' — - DETAIL A 3' 2DGA WIDE SIM 3' 18GA WIDE STRUT P.O. BOX 13858 g et ,,{{ MAUMELLE, AR. 7D]WSOR3.OY.J'lR 72113 501) 562- 187 ELS: 724, 426, 730, 735, 750, 550 WAS PART NAME: 93-9, 9 WINDLOAD RESIDENTIAL STEEL DOOR RANCE FOR SBC 100 01509 MPH, FBC i 1/ 64 120 MPH EXPOSURE "B' 015 NEXT LEVEL 9f 1 TE- DWG. NQ_ I -16k 1 1 SHEEJ 1 OF 3 A. OPENING HEIGHT NOT OVER 13 GAGE MIN. GALV. STEEL 1/4' X 1 TRACK SPLICE OR FLAG BRACKET. CARRIAGE FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2' LAG SCREWS. FOR 18' X 7' 2' GALV. STEEL & 18' X 8' USE VERTICAL TRACK 1/4' X 3/4' ELF133ca (iWX7% HEX WAD 'NG SCREEW DETAIL D 18'X8) 1 63" (18' X 7) 72' (18' X 8') 72' (16' X 8' 72'(IV XW) 18' X 7 63' T8' X 8' 63• 9X W) 42" ( 18' X 7') 48• ( 18' x S. 48• ( 16' X 8 48• 10'X8 33'{ t8'X) 39' (/ 8' X 3/ 4' POLYSIYT 39' (9' X 8'.)) 21' 18' X 7 INSULATION 24' 18' X 8 STANDARD FOR 24' 16' X 8 MODEL 7357 24' ( 10' X 8) OG NIIT FOR 16'XS' USE FOUR FASTENERS 16GA. GALV. STEEL RAILS ON9'XAU, E TOP BRACKET WITH8 14GAROLLERHOLDER WITH 3' 18GA WIDE 2 FASTENERS. SEE DETAIL A) FOR 18'X7' do 18'XB' SEE TOP BRACKETLOCK ONPAGEOPTIONAL 3USETWOEX16' X 8' do 10' X 8' DOOR SELF DRILLING 2' ROLLER WITH 7/16" SCREWS THRSEE DETAIL C DIA. LONG STEM. TOP AND BO ONE EXTRA TIRE: STEEL 10 BALL X 7' 3 IV X 8' DOOR LEAF OF HINGE AND END STILE, SELF DRILLING 2' HURRICANE ROLLER ON 1B'X8, 18'X7' LH. SCREW THROUGH TOP LEAF OF WITH716' DIA. STEM. h 1 B'XS'. HINGE ON 10'AW. LONGTIRE: STEEL 10 BALL 9' X W: 10'X W 20GA. END CAP, NO RIVETS. 9'XW 2' ROLLER WITH 7/ 16' DIA, SHORT STEM. 16' X W: 16GA END CAP do RIVETS. 14 GAGE GAI.V. STEEL T ENDHINGEATTACHEDIS' X 7' & 18' X W: 13" END CAP & RIVETS. RAIL WITH 4, 5, OR 6 SCREWS. SEE DETAL C. 15• ( 78' X 7 — 16'X8' R 18TOP 15' (18' X 8) POP RIVET TOP AND 19- t/2'. 27" BOTTOM OF ENDCAP OR 24' W TO END STILE PANEL GALV. AND PRE- 2 GALVANIZED STEEL STRUT. 5+ 9' X 8 3 BRACKETS 16' X 8' 4 BRACKETS PAINTED STEEL 10' X 8' 4 BRACKETS 18' X 7' 7 BRACKETS 26 GA. ALL ATTACHED WRH 1/4' X 3/4" LONG HEX HEAD SELF 18' X W 7 BRACKETS MODELS EXCEPT DRILLING SCREWS. 24 GA MODEL 20GAGEENDSTILES -FASTENED 75d 2 PER VERTICAL STILE) gM WITH TOG-L-pLOCS TO PANEL runcmM1-3 8' POLYSTYRENE t 20 GAGEES END6STRUTS - 3' 18GA WIDE SEE :DETAIL A) LOCK OPTIONAL DETAIL C OPTIONAL SSS GLASS INSULATX)N OPTIONAL 7 DETAIL BRACKET4X 16* AIR VENTS STEEL oATTACHEDBOTTOMISIX811. TOTAL OPEN AREA) 18'X87. 4 FASTENERS( 18 X7' C SECTION B— B 2 FASTENERS (9'X87 18 GAGEGALV. STEEL CENTER HINGE AND (low), ATTACHED WITH 4 FASTENERS' SECTION A —A 20 GAGEGALV. STEEL CENTER STILE ATTACHE) WITH TOG-L-LOC OR POP RIVETS r 1,25+ TO PANELS. 10 GAGE GALV. STET TRACK BRACKETS, SEE ABOVE FOR QUANITTY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/76' x 1-1/2' LAG SCREWS. PREPARATION OF JAMBS BY OTHERS PS.. T 3" DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATTME' 9 -W 8'-O' 25.5 29.1 382 7 1O -0 8'-0 33.0 36.9 49.6 55.3 IV-0• W-V 24- 27.3 36.6 41.1 18'-O" W-O' 27.3 30.7 41.0 18'-O' 7`-0' nom 4) REQD." OPTIONAL 120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL 558 GRASS SEE DETAIL C 4"X 16' AIR VENTS 4) REO' D. TOTAL OPEN AREA0 16' (DOUBLE CAR) OPTIONAL ) ALTERNATE CONSTRUCTION OPTIONAL SSB GLASS LIGHTS USING (2) STRUTS. /_ 1 t I 4'X 16' AIR VENTS 8 8• ( 2) REO'D. 1 (60 SO. IN. MIN. R 1 TOTAL OPEN AREA) CENTER STILE COLUMNS HINGES 5) COLLAM ALTERNATE CONS11RUCT1ON USING (2) STRUTS a CENTER STILES It C SI N<GlE CAR.) ~ CENTER STILES 3 (SINGLE CAR) HINGES (1COLUMN) OPTIONAL LOCK HINGES (1 COLUMN) OP110NAL LOCK NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE P.O. BOX 131m 1/4'-2O X 5/8' HEX BOLTS k NUTS OR MAUMELLE, AR. 1/4' X 1/2' LONG HEX HEAD SHEET METAL SCREWS. Wt SOR IMR 72113 1 I { 501j 562- 1872 2.7s' -- 3 p G 2422 3/5/02 KDD DETAIL A ° ``- `` F 2413 3' IM WIDE STRUT WILLMM T LINDEMANN - Is'. DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > IV, DOOR FULLY IN END ZONE. FBC ASSUMPTIO N.S: 120MPH, EXPOSURE 'B', 30' ROOF HEIGHT. ROOF PITCH > 10', 2' OF DOOR TN END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAW THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. Consulting Strul' tural Engr er? 1140 Anderson Street Clermont, FL 34711 352) 242. 0100 N0tF_ GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC E 2137 z/tt/uu D 1724 6/24/97 C 1549A' B 1549 A 1449 Q-8-95) 1366 11- 01-94 REV. E. C.N. DATE MODELS: 7-- 724, 426, 730, 735, 750, 550 DWG.' WAS PART NAME: 7Q19s3-B• s WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 0150% MPH, FBC 120 MPH EXPOSURE NEXT LEVEL DATE: I DWG. NO. S) 9/ 14/94 99—R—mi APPROV. NO PLO' 1 Z 1. 1 SHEET 2 of 3 13 GAGE MIN. GAM STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16- X 1-1/2- LAG SCREWS. f] 2' GALY. STEEL ( U) VERTICALi6GAj1fiC FOR I8' X 8' USE 13GA 18'XS 1/4- X 3/4- HEX HEAD SELF DRILLING SCREW DETAIL D 72' (18' X 8`) 72- (i6' X 8 72' (10' X 8') 63 18'X n SY X 87 46' (18' X 8 w(Is.X8) w(10'Xs) 39' (1s. X 8') 3/4- POLYSTYRENE 39- (9' X 8') INSULATION 18'xSi STANDARD FOR24 24' J16 X 8 MODEL 735 15• 24- (IV X 81 19'xs7 L 19-1/2•! 21' OR 24HIGH oaun P, S,F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE HEK,` HT POSITIVE NEGATIVE POSITIVE NEGATIVE 8+ 25.5 29.1 38.2 —43.7 EW7VMW833.0 36.9 49.6 -55.3 8 24.3 27.3 36.6 —41.1 13 GAGE GALY. STEEL TOP USE FOUR BRACKET WITH 10 GAGE ROLLER FASTENERSHOLDER. NOTETMROLLERRAILSHOLDER 6 TURNED DOWN. ON 97(8'. NOTE: J 16' X 8' USES 70P BRACKET ON SHEET 2. iD- 3' MA WIDE SEE AETAL A) USE TWO EXTRA is' X 8' rY 10' X 8' DOOR SELF DRILLING LOCK OPTx)w 2- ROLLER WITH 7/16- SCREWS DIA. LONG STEM. TIRE STEEL 10 BALL TOP AND BOTTOM LEAF OF HINGE USE ONE EXTRA SEE DETAL C 18' X 8' DOOR AND END STILE, SELF DRI LING 2' HURRICANE ROLLER ON 16'XB AND LH. SCREW THROUGH 7/ 16' DIA. 18 XS'. TOP LEAF OF HINGE ON 10'X8'. LONGTIRE. ONG STEEL 10 :BALL 9' X 8': 10'X 8' 20GA. END CAP, NO RIVETS. 9' XBW 2' ROLLER WITH 1s' X 8': 16GL END CAP & RIVETS. 7/ 16' DIA. SHORT STEM. 1s' X 8': 13GGA. END CAP A: RIVETS. 14 GAGE GALV. STEEL END HINGE ATTACHED WITH 4.5.OR6 SCREWS SEE DETAIL C. P s END STILES 16' XB' & 18'X8 DETAIL C POP RIVET TOP AND BOTTOM OF ENDCAP TO END STILE IF OPIOTAL SSB s 4 X 1C AIR VENTS it OX"LF _ tom20 CEIRM ItM } OM ARD) ovaowL. ALTElMM C06MLV M rs• 3' ism WIDE SEE DETAIL A) Lop( Ovro L—,, SEE MAL C- 4; IC VMS r12D so N. 11 OTAL_ OPEN AREA) 11s dr'sftt v:"' 'v,r t, ,,y,.,:sa .=ad°a:`y.- ! •' =- '.. ,J'*:... 3katl L'a a ;t Rt3j ai tt1"Wv; u 1 G 40t F°exbgii Type., Building Electrical w*dmicat " Flt+ AWrig Fire. Sprinkler/Alarm rLIai3: New Service — rY of AMPS Arktit W—AIierntron Change of' fie;vice Ter n Pele Ne-choplent! Residential 01 14ur,=Resident al Rechwelmew ties, (NS. l?youf & ' !wgq %, tired) Ipl1119 Near Cotot rEistl: a4 of Faz>`>m, # of "Wt r A Sever Lies of Gar Li7m ttwabdoievv } eBkleintxtl: # of Vde Clasat a '>tidtxiblta Ierr Fiesickntli2l or' Cotsisal' Clcat+ pancy Type: Residential I"'°x Commercial Indestriasl Tetstl square Footage: Constractiou Ty!w N of Stories: # of Dwetllitig Ue . F'ie" zot e: (FEMA form, required for rat'ba, t moi Parcel X: (Attach Proof of Osrnership & Ltgat Deacr ption) Owners Name & Address: r Phone: Contractor Mime & Address: Phone & Fax: T.AR i` b+IARY t pCAPO ri" '4tk " ''.°•R .4. Bonding Company: - - Address — Mortgage Lender: Address: Architect/ Engiaeer: Phone: Address Application is hereby made to obtain a permit to do the work and installations as indicated, I certify that no work or installation has commenced prior l(, the,, issuance of a permit and that all work will bt performed b meat standards of all laws repl iting construction in this jurisdiction I understand that a separate permit must be secured for ELECTRICAL WORRY., PLUMBM, SiGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. O- WIER'5AFFIDAVIT: I certify that all of theforegoing. information is accurate and that all wotk swill be done icompl with all applicat)(t ):,w: , e.r,J tinE construction arid Zoning, WARNI[NCr TO Off' NER `YOUR FAILURE TO RECORD A NOTICE OF COIbIA+1E1 EiViENYMAY RESUUT 11,) 't'c i n TWICE FOR tMPROVEMENT3 TO YOUR PROPERTY. IF YOU M ltWD TO ODTAIN FINANCING, C SULT rM YOUR L DER Ok A.N ATTORNEY 6EFOP,E RECORDING YOUR NOTICE OF COMMENCE!it N T : In addition to the requirements or this permit, there may be additilicable t s pfope that may be foun in the public records of this, county, and there may be additional permits required from other govern as g nt disU7cts, state ag cir; ; e r fc rir.Y•dl agrnc es. Acceptance of permit is venfeation that 1 will notify the owner of the propeis and ie w, FS 713: 0 3 2004 SignatureofOwner/Agent Date of Contractor/Agent Date ERT Q DELLO RU S Print Owner/Agent's Name ontractor .gent' ame y Signature of Notary -State of Florida Date Signature of Ko---Slate of onda Date Owner/ Agent is Personall, :no+ n to Me or Produced IDv APP I(ATION APPROVED UY: Bldg Inma) & Date) Nw, cwt l undmona' Zoning. Comractor/ Age'.'.:' Personae\ Known to Me or Produce,: initial & Date) 1: D:_ w S Dwt MIRiNDA C. TURNER e F EXPIRES: Jkw(i14 2007 3 :):- ed Tt ru N. Mry Nv,c. Unlenvoer5 EM CITY OF SANFORD PERMIT APPLICATION Permit # : © + Date: A11 Job Address: Z Lu fi /^J G z! P,) Description of Work: _ 1` 'J.." !-r Historic District: Zoning: Value of Work: 5 (O Permit Type: Building Electrical Mechanical Plumbing >C Fire Sprinkler/Alarni Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Z Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets 2 Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: n ( Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor NattADNhAti P.O. Phone & Fax: 1140 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: INC. Contact Person: State License Number: C /,— _ e ) J— 7ed7 ( Phone: Fax: 62-0027 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable law:.: , '.gyring construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 70im r : r iH( TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER Ott 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 front other governmental entities such as Ovate anagement districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirement of Flo d Signature of Owner/Agent Date Signature of Contractor/Agent Date M j - Print Owner/Agent's Name Print Contractor/Agent's Name tom_ 4 1-}---c 31 1 L ) Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is _r Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Condilions: Zoning: A Public, Y. HALL Contractor`Agent is personally Knovan NLeg. elate of Florida Produced ID _ M 0 R1 pFeb. 11 2W8 Comm. No. DD 258139 Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) 9:52AM Kurd Permit # ii l r 41 " 0/,j Job Address. —_ 3. 77 6(S f CITY OF SANFORD PERMrr APPLICATION Datc: M Description of Work: !7 C? r _ t f^S , fr' _, iiist.oric District: Zoning: Value of Work: cc Permit Type: Building Electrical _ Meohttnica! Plumbing Fire Sprinkler/Alarm Pool Electrical: New Semw — # ofAiNIPS Addidon/Alteration Change ofServicc Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & &crW Cale. Required) PI umbinW New Commercial: # of Fixtures # of Water & Sewer Liner of Gas Lincs PlumbinW'New Residential: # of Water Closets Plumbing Repair —Residential or Commemial Occupancy , Type: Residential Commercial Industrial Total Square Footage. t onstruction Type: # of Stories: # of Dwelling Chits: Flood Zone (F'tntA rorro regatnd ror oracc :,an Parcels „_ O,neri Namv Sc Addr tts7il: Conrracror ,N'amv & Address: Phone & F;.X Bonding Company: Address llortg1E2 Lcndcr: ACdrt$$, Arehilec V/Enoineer Address. tA"%rh Prnnf of Ownerehin X. i—i riot: State License Number: uiact Person: ;V Ei v Phone'.. Phone, Far Application is hereby malt to obtain a permit to do the work and installations as indicated. I certify tlw v inSllati n has vwmmcnccd pno, w Se wxuance of d permit and that all work w-11 be performcd to meet standards of all laws regulating eon, t r u dA l undcrauind that a <eparvc permit must be secured rot ELECTRICAL WOKK. PLUMBMG, SIGNS. WELLS, POOLS, FURNACES, BOILERS. HEATERS, TANKS, and AIR CONDiTIONRRS, arc. QWNF6 $ AFFIDAVI : I certify that ail ):'the iorcgoing information i! accurate and that all work will be dune in compliance with all appi!can r ; _ construction and toning. WARNIN010 OWNER! YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUL i' In n T`,b'ICE FOR IMPROVEMENTS TO YOB R PROPERTY. IF YOU INTEND TO OBTAfN FINANCING, CONSULT WITH YOUR LENDFK V K AN TTORNEY BEFORF. RECORDING YOUK NOTICE OF COMMENCEMENT, tjaKE !n addition to the requiremen:; of this permit, there may be additional restrictions appGt:ablc to this property that muy be found in the pubicc this county, and there may be additional x -nits required from other governmental entities such as water management ci;tncls, swte agencies, or fcdcra ng n: Accepwncc of permit is Ycrification that I . iii notiry the owner of the property of the requirements of Flonda Lien Law, FS 71 i S;gr:anrre vfOwncr/ARanl _ Date Srcn;,tvrc el'CeatracwrAav;,t 7 ;c S:.natu:c ui NwarySmit vi ! Icr,d3 Datc Signature of N ••Sole of fIvr!d,: Uaty t pv Bornty 0 Logan My Commission Commission DD201651Uwncr/Agenl is . J'crsoni,ly Known to rule or Contractor/Ager.t is ,.1'cnondlly Known to j, y, Produced lD ,_ _ I'roduccd ID _ `t .hd Expires May 17 2007 0PLICATIO.,N APPROVI:0 BY Bldg _ Zoning: Vat nca FD Ivtal & Date) (Initial & Dalc) (In uni Dale) ilnwai & Date. Srac:ai Cundr,;nns _ ,