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313 Appaloosa Ct - BR03-002700 - SFR
PERM[IT ADDRESS CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 CBC 055300 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR u S MECHANICAL CONTRACTOR PLUMBING CONTRACTORwa* p ;,)N atj MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERMIT DATE PERMIT DESCRIPTION m..- PERMT VALUATION -af, a ek SQUARE FOOTAGE 491A5S 1- 1 d H B-26-203 7 : 09AM 1= kum CrrV OF SANFORD PERMIT APPLICATION ( Permit q Job Address: — Description of work: t"- Value of Work: 3NistorlcD{strlct: 7.mninR: Permit Type; t3uilding,w, r Elccttical ' Meehacal Plumbing Fire Spnni_ler Alarm r _ Electrical: New Service - p of AMPS60 2-U'0 Addition/Alteration Change of Sm icc Teinpo r, ''o c MecnApicall Residentiall — Non-Rcsidcptial Replacmxnt New Duct Luyout & Energy ( al:. Rec-tedi Plumbing/ New COMMerCllal: a of FIXIUICa p of Watt] & Sewer Linos q ofGas Ltnes _ PlumbtnpfNew Residential: p of Water Closets,_ Plutubiag Repair — Residential or Co nnler.:t Occupancy Typo Residential Commercinl Industrial Total Square Footage —__ Construction Type; M of Stories: It Of Dwelling Units: flood Zone tbE !A fora, rcqulrvu Ic.' ;nr Parcel 9: Owncr Name & Address: Contractor Name Address: vi(16a , Phone & Fax: bonding Cnmpsny: Addtc.,s Niorlfage Lender. _.... Address: . ArclrittcVEnginecr: Attach Proof of Owntrship R Lwgal D4wcnpnunj State Licsnce Nun,t,e __j.t1w c, , • C_ Contact Person FIX ----_--._ _ - - Address' -. - Application is hereby made to obtain a permit to do tht work and irstallalioris as indicated. I certify that no wink or inswl;anon has co tit c tC pn ssuance of a permit and that all work will be porfnrmcd to meet sunduds ofolt laws reguitung comswctiun ur rh:>) nsdlc >u permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS. WELLS, POOLS, FURNACES, 801L R5. HkA'i ENa, TA* r ,no AIR CONDITIONERS, ctu. OWJER S AFFiDAV IT; I Certify that all of the foregoing information { aeeuraw and taut all wwk will be done in corrplian.^t wich &E cupl .able 4-i niularr gconsouctionandzontng. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMM ENC@MFN r MAN' RESt ' t r TWICE FOR IMPROVEMENTS TO YOVR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WrM YOUR 1-1N `-K ATTORNEY BEFORE R6C0RDtNO YOUR NOTICE OF COMMENCEMENT. Tl : in addition to the requirements ofthin permit, there may he additional resnicuons Applicable to this yruycrry duct may be fou t r pu this county, and that may be additional permits ntquirccl fmm other govCrnmeriul cnnnw such as wate manag it dlsmcu, hate 41nl 01' i Acceptance of permit is veriticanon that I will notify the owner of the property of the requutm of l l .der Lre w, h' Signature of Owrner/Agent Date siouiurt of Con,rictotiigxw _le Print Owncr/Agant's Name Pn t vntractou lyf ti h rr. Signature of Nuuvy.Sive of Florida f)atu CiGnature of Nura a' n! F!or,c - Ju:e Koo— Pcriunauy Knnwn its -Ma err PruJuCcd 117- 1'rpduc.n tl) _._ .. _. 1P1' l,lQ'A11()\ AI'hKOVP.h lSV Illdlt; ... b .. -•I r;;; u3tc) .. 1ip;,l I)aiu) (InlUal 8: D) te)'. Marne A. Zettlemoyer Commission # DD221380 Expires: Jul 15, 2007 Bonded Thru r° rlr' Atlantic BondtngCo., Inc. CITY OF SANFORD PERMIT APPLICATION vv„n a'+,q,tn..r+,;ay 1+St X:>j, Permit # . Job Address: Description of Work: Historic District: Date: CS Zoning: '' Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Foal• Electrical: New Service — # of gMPS Addition/Alteration Change of Service Temporary Pole Mechanical,! Residential Non -Residential Replacement New (Duct Layout & Energy Ca1F Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W Closets 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 (o(lrte than X) Parcel #: Owners Name & Address: Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Attach Proof of Ownership & Legal Description) Phone: p ^ e License \umberla t r ':' t} Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable, law!. i (.gw4ring construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT fN YOUR 11A S'TNG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or R-deial agencies. Acceptance ofpermit is verification that I Mll notify the owner of the property of the requirements of Flonda Lien- ,..FS- 1a©°3 Signature of Owner/Agent Dateigriatur oncactor/Agent Date Print Owner/Agent's Name P ' t Contractor agent's Na e Signature of Notary -State of Florida Date Signature of o_rv-State of Florida Date Owner/Agent is _ Personall% Known to Me or Contractor/Ac:-.::; _ Personaliv Known to Me or Produced ID Product, APPLICATION APPROVED BY: l3ldg: Zoning: Initial & Date) Special (conditions: initial & Dater Initial ch Date) In tial & Dat: MiRiNDTA C. TURNER AY COMMISSION # DD 212893 EXPIRES: Ju{1e 14, 200, Jendeo 11)ru Notary Pubtic l/ndenvrites CERTIFICATE OF OCCUPANCY / COMPLETION 0> This is to certify that the building located at 313 APPALOOSA CT for which permit 03-00002700 has heretofore been issued on 9 09/03 has been completed according to plans and specifications filed in the office of the Buildin O ficial prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electric 1, zoni g and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: Finaled ZONING: Inspected FIRE: Inspected UTILITIES: Water Sewer Lines In 1 110INy M • ,je Lines In Meter ~ r"- Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage 1_ Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs 121 L&. S yyon Lights Storm Sewer Driveway Street Work FEES PAID DATE APPROVAL DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 9 19 03 20.00 01-APPLCTN FEE -ELECTRIC 10/03/03 20.00 01-APPLCTN FEE -BUILDING 9/09/03 10.00 01-APPLCTN FEE -MECHANIC 10/20/03 10.00 01-APPLCTN FEE -PLUMBING 9/18/03 10.00 02-ENGNG DEVLPMT FEES 9/09/03 10.00 01-FIRE IMPACT - RESIDENT 9/09/03 59.27 01-LIBRARY IMPACT FEE 9/09/03 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 313 APPALOOSA CT for which permit 03-00002700 has heretofore been issued on 9/09/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS T•AX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 9/09/03 9/09/03 9/09/03 9/09/03 9/09/03 9/09/03 9/09/03 9/09/03 279.61 91.93 12.27 847.00 12.28 1384.00 650.00 1700.00 Y) N 7OWNERBUILDINGOFFICIALD CERTIFCATE OF OCCUPANCY REQUEST FOR. FINAL INSPECTION SINGLE FAMILY RESIDENCE"" DATE: \..i PERMIT #: _.;? 21 c.."IC-i ADDRESS: CONTRACTOR: PHONE # 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. 0. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering 04 4),5waT Fire Y ' 0- 3 Public Works 3Zoning F f M. Utilities :1 Licensing CONDITIONS.- ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINA: .oR.Ft5M - UTILITIES DEFT. rr r rSYNGLE FAMILu imM thft ifowt" - INITIALS DATE Utility Inspector's RnaI --- - f ly' Clearance - Water _-- DATE; FDEP Clearance - Seger .. - --- City Semices Easements PERMIT #; t S ? C)o Ma4 ter ance Bond (10 2yr) --------- other ------------------- - -----------_---___- ADDRESS; CONTRACTOR: PHONE #: U 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. 0. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. DEngineer ng OFire n A i OPublic Works OZoning n i ities O Licensing rx CONDITIONS: (To BE CCMPLE'TED ONLY IFAPPROVAL Is CONDITIONAL) ti CERTIF'CATE OF OCCUPANCY REQUEST FOR FIN.AE INSPECTION , SINGLE FAMILY RESIDENCE""d S PERMIT #: ADDRES CONTRACTOR: 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. DEngineering O Fire n r 311qubli 'Works '" 0Zonin g Ira 7 Utilities D Licensing n_ CONDITIONS (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAI . Ni ' _ UTILITIES DEPT. Re uesi keceived M `(*/* _`'_To S k Inspc c-or SINGLE FAMILY?RESIDEl r~ ,, . IN. It'l.S .: Utility Inspector's Final '?'_.._ FETE€' Cleoronce - Water ---------- ---------- DATE: 1 a , FDER Clearonce - Sewer _„______-_ ---------- City Services Easements _____. _- __ PERMIT ##: U ? "1 Q Maintenance Mond (10% - 2yr) Ogler-------------------- ---------- ---------- AID D RES S: CONi"CTOR: PRONE #: 4 f 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. DEngineering DFire Y-\ r'A DPublic Works Zoning Xtllities Z D Licensing rn Pr v/t/& 1Lbo/Q) CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOPINSURANCE PROGRAM Expires December 31, 200'r ELEVATION CERTIFICATE Important: Read the instructions on Mes I.7. SECTION A - PROPERTY OWNER INFORMATION Fa Ire xarnoe Caeny Use: BUILDING OWNER'S NAME Policy Numb D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC NumberiXXXXAPPALOOSACOURT CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 118, 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): ay' or ##.####In NAD 1927 NAD 1983 USGS Quad Map Odw. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY MANE & COMMUNITY NUMBER B2. COUNTYNAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTNER2EMSED DATE B8. FLOOD ZONES) goneA0, use deplfr of flooding) 1202890045 E 4117195 4/17195 A 243 131U. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. AS Profile FIRM Community Determined ® Other (Describe). NEAL HILER ENGINEERING, INC. 1311. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): — B12 Is the building located in a Coastal Barrier Resources System (CBRS) area orOtherwise Protected Area (OPA)? Yes 0 No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Conshudion Drawings* Building Under Construction" ® Finished Construction A new Elevation Certificate will be required when construction ofthe building iscomplete. C2. Building Diagram Number 1(Select the building diagram most similarto the building forwhich this certificate is bang completed -seepages 6 and 7. K no diagram accurately represents the building, provide asketch orphotograph.) C3. Elevations — Zones AlA30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR AR/A, ARIAE, ARIA1,A30, ARIAH, ARIAO Complete Items C3.-a4 below according to the building diagram speafied in Item C2. State the datum used. Ifthe datum is drfferent from the datum used forthe BFE in Section B, convert the datum to that used for the BFE. Shaw field measurements and datum conversion calculation. Use the space provided or the Cornrnents area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appearon the FIRM? Yes ®No o a) Top ofbottomfloor (including basement or enclosure) P8. 1 fL(m) m o b) Top of nexthigher floor WA . fL(m) W o c) Bottom of lowest horizontal structural merrier (V zonesonly) WA. M 114 o d) Attached gaage (top of slab) 27. 5 f4m) o o e) Lowest elevation of machinery a yb equipment a TV- servicingthebalding (Describe in aComments area) 27.5 R(m) E o f) Lowest aija cent (finished) grade (LAG) 27.1 it(m) 5 o g) Highest adjacent (finished) grade (HAG) 27. 2 ft.(m) o h) No. of permanentopenings (flood vents) within 1 ft. above afjacent grade Q o t) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. an) 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, 8, and C on this certificate represents my best efforts to interpret the data available. l understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. NAME: WIUJAM R TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320E. SOUTH STf EE_ AfE.18Q iI h A ORLANDO FL 32803 51CiNATURE ! ) j U:. r< a. U ` DATE (40 B FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the comasponding information from Section A For Irehearae Cary y Use: BUILDING STREET ADDRESS (InIOV Apt, Unit Sure, a'blor Bldg. No.) OR P.O. ROUTE AND BCIXNO, P*y Number O= APPALOOSA COURT ' CRY STATE ZIP CODE Canpeny MC NumberSANFORDR. 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copyboth sides of this Elevation Certificatefor (1) corrumunity official, (2) insurance agenUcanpany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS ANA/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO ANDZONE A (WITHOUT BFE) For Zane AO and Zone A (without BFE), complete Items E1 through E4. fftheElevation Certificate isintended foruse assupporting information for a LOMA or LOMR-F, Section C mustbe completed. El. Building Diagram Number _(Selectthe buildingdiagram most similar to the building fawhichthis certificate isbeing completed —see pages 6and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top ofthe bottom floc (including basement or enclosure) d the building is _ t(m) _bn.(cm) above or below (check one) the highesta*cent Cade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the nexthigher floor orelevatedfloor (elevation b) of the building is _ t(m) _tn.(crm) above the highest a4acent fade. Complete items C3.h and C3.t on ft nt of form. E4. The tap of the platform of machinery anch equipment servicing the b uildirg is _ t(m) _in.(cm) above or below (check one) the highesta4acent grade. (Use natural grade, if available). E5. For Zane AO only: If no flood depth number isavailable, is the top of thebottom floor elevatedin accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must adly this inlio mation in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The propertyone or ame's authorized representative whocompletes Sections A. B, C (Items C3.h and C3.1 only), and E for ZoneA (without a FEMA4ssued orcommunity - issued BFE) or Zone AO must sign here. The daferrtw& in Secdorrs A, R G and E are cored to ftre best ofmylmowftge PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinanceto administer the oorrmnity's floodplain management odinanoe can completeSections A, B, C (or E), and G of thisElevation Certificate. Complete the applicable items) and sign below. G1. The information in Section Cwas taken from otherdocumentationthat has been signed and embossed bya licensed surveyor, engineer, or architect who is authorized by state or locallaw to certify elevation information. (Indicate the source and date ofthe elevation data to the Comrmeenis area below.) GZ A community officialcompleted Section E for a buildinglocatedin Zone A (withouta FEMArissued or communitymissued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of fhe building is: — _ft(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the buildingsite is: — _ fL(m) Datum: LOCAL OFFICIAL' S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here attachments FEMA Form 81-31, January 2003 Replaces all previous editions i a PLAN' OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 118, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA TRACT "A" APPALOOSA COURTCENTERLINEOF RIGHT OF WAY 50' RIGHT OF WAY 1" = 30' GRAPHI _SCALE S89'35'18"E 362.88' 0 15 30 281.80 ------ 81.08------- PC POINT ON PLAT BOUNDARY WI at0 S89'35'18"E j 60.00' ry 76.8 ;.4' CONC. WALKt!{• r., WALK IS 0.6 OFF + 10' UTILITY EASEMENT ::i••°:'' ;:'• WALK IS 0.5' OFF CONCREE; 17 ; DRIVEWAY ;: 1g. 10.0' 15.0' o 0 INOTE: 5.0' THE FINISHED FLOOR ELEVATION OF THIS I ECOVEREDNTRANCE 'o ISTRUCTUREMEETSOREXCEEDSTHEjREQUIREMENTSSETFORTHINTHECITYOF jSANFORDCODECHAPTER6, SEC. 6-7(A). ONELLJI vSTORYxy L OT 119 O N I o CONCRE E BLOCK oORESIDENCE . I1O CV dO .. I FINISH FLOOR O LOT 117ELEVATION-28.1 I O O Z j O 40.0' 10.0' 10.0' 6' PLASTIC FENCE L _..,'- cJ.','PATIO". L 0 T 118 FENCE IS 0.3' 01 CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, 1 , LTD. 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 12-18-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREONFOREASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN, 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 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. ELEVATIONS SHOWN HEREON PER SEMINOLE COUNTY VERTICAL INFORMATION AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 118 AS BEING S89'35'18" E PER PLAT. FIELD DATE:) REVISED: SCALE: I" = 30 FEET APPROVED BY: SJ N 89'35' 18"W 60. 00' TRACT " G" BAKERS CROSSING PHASE 1 PLAT BOOK 60. PAGES 27-29 LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 1 • 4 EXISTING ELEVATION CONCRETE LB LAND. SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT QPER PLAT. lM) MEASURED FND FOUND C/ W CONCRETE WALK S/ W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PKPARKERKALONR RADIUS POC POINT OF CURVE Q FND NAIL AND DISC LB 16393 (12/19/03) FND 1/2" IRON ROD AND CAP LB # 6393 (12/19/03) CNA CORNER NOT ACCESSIBLE 4 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C. B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/ C AIR CONDITIONER COW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTI CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORT BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17- 6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472,027, FLORIDA JOB NO. ASM42185 DRAWN BY: MW17W% MLSi.- I7M/=445FF9 03 GHF CERTIFICATION OF AUTHORIZATION NUMBER 9- 26-03 CKB 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 07/ 24/03 JML 32801- (407) 426-7979 FOR THE FIRM WILLIAM R. USCATELLO JR. M#4 8 DATE CITY OF SANFORD PERMITAPPLICATION 11 1 133 Permit # : Date: Job Address: C/ v P Age J Description of Work: Historic District: Zoning: Value of Work: T `f-" Permit Type: Building Electrical Mechanical Plumbing ><_, Fire Sprinkler/Alarm Pool Electrical: New Service — p{ of AMPS Addition/Altcration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Lnergy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ Ncw Residential: # of WaterClosets Plumbing Repair —Rcsidcntial or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: li of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: ( Attach Proof of Ownership & Legal Description) Owners Name & Address: _y r"7 1ry e. uv+ Phone: Phone & Fax: Bonding Company: Address: Mortgage Leader; Address: r Architect/Engincer: Address: State License Number: U - C +fir e t Contact Person: C" . wDVANTME Pi I WRING I Out Phone: Fax: Application is -hereby made to obtain a permit to do the work and installations as indicated. t certify that no work or installation has commenced prior to the issuance of apermit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that l will notify the owner of the property of the requirements JFI,,daI_i.w, FS 713. Signature of Owner/Agent Date Signature of Contractorllgcrite,`` r t7— MIT^ Print Owner/Agent's Name Print Contractor/Agent's Name 1 O t-t, q I r-) Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/ Agent is _Personally Known to Mc or Contractor/Agent is _ _ 'c of own to hIA 9THAy HALL Produced I D _ Produced I D-1VCQAM4ISSION N CC 875840 CAPIRES: February 1, 2004 Rf , 1 Bonded That Notary Public Undwwdtera APPLICATION APPROVED BY: Bldg: Zoning: Utilities: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: CITY OF SANFORD ELECTRICAL. PERMIT APPLICATION 0PermitNurrlaer:' "-' 1Date: The undefsip' led hereby applies fqr a permit tq ipstali the foliowinp electrical: Owner' s Name.', ; Z eA01, /fir Address of Job;„,u — Electrical Contractor/ Residential: Non -Residential: gw t r6+4 ,r Numbe' r Amount Add t on i'A tetation, Re aft (Residential & Non -Residential New Re dent e ervice Now AMP Service Change Of '.service: FromAMP $ ervioe to AMP Service Manufactured Building Other. 5 t on c Work:. Applicatiow Fee: 510,00 Y By Signing this application I am stating that I am In compliance with City of Sanford Electrical Code. r Applicant's Slgnature State 1-1cerise Number THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MIIRSE9 CLERK OF CIRCUIT COURT 13EMINCM.E COLWY BK 05000 PG 1677 CLERK'S # 2003158759 RECORDED 09/09/2003 10t31?SSE AM RECORDING FEES 6.00 RECORDED BY L W*inity RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 nn NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description ofproperty: Lot(s) 98, 118, 123, 125, and 127 Bakers Crossing 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 #: ddress: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: CERTIFIED C0P MARYANNE MORO LERK OF CIRCUIT COUKI SEM1N COUNTY. iYv .E MM Persons within the State of Florida designated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(1)(a)7, Flonda Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(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 adifferentdateisspecified): D.R. Horton, I 0 by: o ert, A. Lawson., AWstant SecretarySeaCorporateSe STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ,2003 by Robert A. Lawson, Assistant Secretary ofD.R. Horton, Inc a ee aaware Corporate , on ehhh 1 o t e corporation. He/She is personally known to me. Notary Public, State and County Aforesaid OFFICUAALN L PATRICIA COULTON MY OTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 COMMISSION EXP. TULY 262" egnature Notary Seal Information from Section A 0= APPALOOSA COURT CITY STATE ZP CODE Company NAIL Number SANFORD FL SECTION D • SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CO Copy both sides ofthis Elevation Cadcale for (1) c xmvj* official, (2) insurance agent/company, and (3) building owner. COMMENTS FLEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; X 1 SECTION E • BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND Z For Zone AO and Zone A (without BFE), canplete items E1 through E4. If the Elevation Catificale is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Budding Diagram Number _(Selectthebolding diagram mostsimilarto the building farwhich thiscertificate isbeingcompleted — seepages6 and 7. 1 no diagram accurately represents the building, provide a sketch orphotograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ IL(m) _in.(cm) above or below (check one) the highest a*sent grade • (Use natural grade, ifavail"). E3. For B AdM Diagrams 6.8 with openings (seepage 4 the next higher floororelevated floor (elevation b) of thebuilding is _ fL(m) _in.(on) above the hkjhest adjacemt grade. Complete items C3.h and C3.i on front of form. E4. The topof theplatform of macminay aWor equipment servicing the building is _ ft.(m) _in.(an) above or D below (dmedc one) the highest *Wilt grade. (Use natural grade, N available). E5. ForZone AOonly: If no flooddepth number isavailable, is thetopof the bottom floorelevated in accordancewiththecommunity's floodplain management ordnance? Yes No Unknown. The local official rust aatify this information inSection G. SECTION F • PROPERTY OWNER (OR OWNER'S REPRESENTATNE) CERTIFICATION The property owner orowner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued orcorrmnity- issued BFE) a Zane AO must sign here The statements in Sections A, R G and Eare carrel to the best ofmy knowfedgs PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here Ifattachments SECTION G • COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by lawor ordinance to administerthecommunity's floodplain managementordinancecan anode Sections A, B, C (a E), and G ofthis EWdion Certificate. Complete the applicable itern(s) and sign below. G1. The information in Section C wastaken from other documentation dial has been signed and embossed by a licensed surveyor, engineer, orard*ed who isauthorfzed by state orlocal law to certify elevation Information, (Indicate thesource and data ofthe elevation datain the Comments area below.) G2. A commiuniy official coed Section E for a building located in Zane A (without a FEMA-issued acarnrnx*4sWed BFE) or Zone AO. G3. The folknvi mg information (Items CAa) Is provided forcorny miry floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTFrATE OF COMPLIE G7. This pemut 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 5 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077NATIONALFLOODINSURANCEPROGRAMExpiresDecember31, 200E ELEVATION CERTIFICATE Im rtant: Read the instntcdons on gM I.7. SECTION A -PROPERTY OWNER INFORMATION Forftuw%eCompanyUse BUILDING OWNER'S NAME Polity Number D.R. HOWON BUILDING STREET ADDRESS (Inducing Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 9 999fAPPALOOSA COURT CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 118, BAKERS CROSSING, PHASE 2 BUILDING. USE (e.g. Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, I necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GIPS (Type): W - ##' - ##.##' or ##.#####°) 0 NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION I SEMINOLE COUNTY 12t1289 I SEMuvINOLE I FLORIDA I B4. MAP AND PANEL 87. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFiX B6. FIRM INDEX DATE EFFECTIVEIREVIBED DATE BB. FLOOD ZONE(S) Zara A0, thse depth of Aooft) 1202890Q45. E 4117/95 4117195 A 243 810. Indicate the source ofthe Base Flood Elevation (BFE) data or base flood depth entered in 89. FIS Profile FIRM Community Detenrarhed ® Other (De=be): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): C1. Building elevations arebased on: ® Constnuctim Drawings' [] Building Under Consbvctlon' p Finished Construction A new Elevation Certificate will be requiredwhen construction of the building Is complete. C2. Building Diagram Number! (Select the buildingdiagram mostsimilar to the buildirhg forwhich thiscertificate is being completed -see pages 6and7. t no diagram accurately represents the building, provide a sketdt or photograph.) C3. Elevations - Zones AlAM, AF, AH, A (with BFE), VE, V1430, V (with BFIE), AR, ARIA, AR/AE, AR/A1,A30, AR/AH, AR/AO Complete items C3.-a4 bebw acoading to the building diagram specified in item C2. State thedatum used Ithe datum is different from the datum used for the BFE in Section B, convert to datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum _ ConverdordCamments Elevation refeiertoe mark used Does the elevation reference marls used appear on theFIRM? Yes ® No o a) Top of booth I'loor (Including basement orenclosure) Josue) 21. 9.1(m) o b) Top of red higher floorNIA . ft.(m) o c) Bottom of bwest horizontal structural member (V zones only) WA.A(m) o d) Attached garage (top of slab) WA. A(m) o e) LoNest elevation of machinery ardor equipment servicing the building (Describe In a Comments area) NIA. A(m) o f) Lowest a jaoent (finished) grade (LAG) N/A. ft.(m) o g) Highest a4acent (finished) grade (HAG) NLA. ft.(m) o h) No. d permment opener (flood vents) within 1 t above adjacent grade q o i) Total area ofall permanent openings (food vents) In C3.h Qsq. in. (sq. cm) D - SURVEYOR, ENGINEER. OR 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 eftbrts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonmentunder 18 U.S. Code, Section 1001. CERTIFIERS NAME: DAVID DEFILIPPO LICENSE NUMBER: 5038 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH STREET, STE.180 ORLANDO FL 32803 DATE TELEPHONE 8R8I03 ( 407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions CITY OF SANFORD PERMIT APPLICATION t Permit # : Date: Job Address:.? ` Description of Work: rJ` E Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempot"dry Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cilc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential _l Commercial IndusMal Total Square Footage: aJ' 'rZ r '' C;L, Construction Type: . # of Stories: _ # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Phone: Contractor Name & Address: k t- 101 ts State License Number: _(,W.f Phone & Fax: \d\ — AM ontact Person: CyZx l m>3 PhoneA-gak2naol Bonding Company: I ahc Address: Mortgage Lender: t _ Address: Architect/Englneer: Phone: Fax: 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 theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separatepermittrustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNERS AFFLQAYIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, theme 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. Acceptance of ts9 t4tlm"s rrificat1pn that I will notify the owner of the property of the tary-bnwARM COULTON D. NOTA^kPUBLIC STATEOF A , 10N NO. DD1334330 FLORIDA Owner/ Agent Produced of Florida Lien,j.W, FS 713. of Contractor/ Agent i Produced ID APPLICATION APPROVED BY: Bldg 6 6; Zoning: i-- 1 (Initialk Date) (Initial & Date) Special Conditions: Utilities: agent Date Nam I OMW= NM7W PATRICIA COULTON fARY PUBLIC STATE OF FLORIDA COMMISSION NO, DD134330 17, MAjew 26,2006 FD: Initial & Date) (initial & Date) JS'< 30A • 1(4 CJ CD Limited Power Of Attorney i hearbv name and appoint: Craig Couiton and each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and The Building Dept. of: c 1-tu o sa, For a residential permit for work to be performed at: Lot # : 1-%- Subdivision : scross I h Address: And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing instr melt was acknowledged before me this: Date: i By: Richard B. Ladd ( Contractor ) Who is personally MowMoAto me. State of Florida County kf 0 7NOTARY IA COULTON STATE OF FLORIDA ON N_ DD134330 ULY 26 2W Not9ty Public Signature Notary Seal CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 I'HONE /! (407) 330-5630 APPLICATION FOR UTILITY SERVICE ACCOUN'I• (DULL NAME) NAM]'?_-_..._air- SERVCCI ADDRESS 313 FAX 8 (407) 328-7367 MAILING ADDRESS' s l a p l -}= r Q t r +' l , [,v' a. awZIP azev_ TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCEDrx-1q- COMMERCIAL J l.a inn E e4f}- OVLA:G = {0.-au1r1 WORK# 40-4- 8G7:v=-rl l O j SOCIAL SECURITY# HOME# S\)'R OWNER OF PROPERTY .'`.. N r+Y, -7-„ I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS, I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY. WHEN TRANSFERRING. MY DEPOSIT TO ANOTHER SERVICE ADDRESs I M1ICT DA DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT APPLICATION FEE OTHER FEES TOTAL CUSTOMER# LOCATION# LAST BILE READ THIS READ CSR 0ATI_ Y CITY OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT 1, Two (2) recent boundary and building location surveys showing setbacksfromAllstructurestopropertylinesforpermitforstructures (not fences) 0 2, Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: 0 a. Foundation plan indicating footer sizes for all boating walls. Provide aide view details of these footers with reinforcement bar replacement. 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 stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part S) 0 C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department 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 section. 0 c. Framing plan for floor Joists where conventionally framed. Plan toIndicatespan, size and species of materials to be used. 0 f, Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. 0 g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. 0 h. Square footage table showing footages: 4-1Garngcs/Carports S.F. Porch(s)/Entry(s) S.F. Patlo(s) S.F. Conditioned structure S.F. Total (Gross Area) •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 rill, a report may be requested by the Building Official or his representative. o S. Other submittal Documents: 0 a. Utility letter or approval when public water supply and/or sewer system connection to be made. 0 b. Septic tank permit to be obtained from Seminole County Health Department att 400 W. Airport Blvd,Sanford, FI (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. O 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNERBUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made And subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic bembs - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / tirewall 12. Insulation, walls and/or callings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE By Own4orAuthoLr1zed4nt)! t APEX P'S, 1—.: CON _rR1 ?!.. Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number Address_62EZD. _ ` P71 City/State/Zip aLh,l 01 1 3Z3 oQuarterlyPaymentAmountr 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 Phone & Email INSTALLATION ADDRESS: --_ I '2/S 'NjK\Jel SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: fFsT' ?.fl DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex willwarrantthestructure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, 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 noadditionalcosttotheCustomer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLGOVEI3NTHERELATIONSHIPOFTHEPARTIES. Apex Representative Signature Date Customeror Agent Signature Date — Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, and allapplicablerecommendationscontainedinliteratureprovidedbyDowElanco: 1. Install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove it from the Stations as appropriate; and 4, during those years, inform the Customer of: n. any new or Increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and e. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. TheCompanywillextendthisServiceCommitmentfollowingtheoriginaltwelvemonthobligation. The Se PretreatmentPlanmaymaintainedfortheLIFETIMEoftheidentifiedpropertysubjecttothetermsandconditionsoficonthis agreementforerquarter ( 3mo period) payable on or before the end of the previous monitoring period. After the fifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited freefromanyfactorscontributingtoInfestationsuchaswood, trash, lumber, direct wood -soil contact, standing water• under piertypestructure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminate faultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or under the area(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroying Insect Infestation, be the responsibility of Apex in areas where any of the conditions described In this Paragraph exist. Failure of ApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph, DISCLAIMER: COMPANYDISCLAIMSALLOTHERWARRANTIES, VHEINCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED IEDW ORIMPLIED; MERCHANTABILITY, FITNESSFORAPARTICULARPURPOSE, OR W ARRAINTES. OF FURTHER, COMPANYHASMADENOAFFIRMATIONWARRANTYOFWORKMANLIKESERVICE, T ORPROMISESERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANPRODUCTORCustomerexpresslywaivesandreleasesanyclaimsInanylawsuit, arbitration or other legal proceeding agalnstWARRANTY. for negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and In no. event shall Apex beliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. Em SENSITIVITY/PHYSICAL FACTORS. Customer understands and agrees that (1)lt 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 treatmentmayhaveand (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 CONDITIONSByspecificreferencehereto, 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 componentsoftheSentricon *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. 2. 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 wills (1)so notify the Customer; (2)offer Customer the alternatives of either using it different form of termite protection or discontinuing the relatlonshlp(notet Conventional "liquid barrier" method of termite control may not offer an effectivemeansofcontrollingcertaintermiteInfestationsofcertainstructures. In such event Apex may not be able to offer it different form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Parties) agree on use of it different form of termite protection, give the Customer credit for service paid for but not yet received; (4)lf the Customer elects to discontinue the relationship, or if Apex cannot offer an effective different. form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, andl (5)retrleve, or advise Do}vElanco'or Its representatives where to retrieve, the Components from the Customer's premises,, and b, the Customer will, (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of . the Components; and; (2)elther agree with Apex on the use of it different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the Initial Installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or, (2) to any termitlelde being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will Immediately notify Apex in writing. Failure to notify Apex In writing of the events listed above may Vold this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees incurred by Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement Is held to be Invalid or unenforceable for any reason, 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 to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex Is prevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuel/or materlats, sttikes, 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 and Apex will not be responsible for; (I)termlte damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soli contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. 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 for commercial arbitration of the American Arbitration Association or any successor organization, and in accordance with and subject to all the 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 sea, Thi proceeding shall be governed by one arbitrator, 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 wil be flnal and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an individual basis and not a class wide basis. 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 an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and b relieved of any liabiiity hereunder If Apex determines, in its sole discretion, that it is unable to prevent or stop further damage to Propertfromsubterraneantermiteactivity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made immediately In writing tTheApexCorporateOffice. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the identiflePropertyforanypurposecontemplatedbythisAgreement, Including but not limited to re -inspection, whether the Inspection was requestcbytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from Its effective date. After thInitial12 (twelve) month period, Customer may transfer or assign this Agreement with a transfer fee payable to Apex withinthirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area508SPlumosaSt. 7006 Stapolnt Ct. #G $314 Faulkenburg Rd NMerrittIsland, FL 32952 Wlnterpark, FL 32792 Tampa, FL 33510407.459-2847 407-858.0540 813.221.2847800-929.2847 888-764.2847 877.459-2847 PLOT PLAN LOT 118, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 14 LOT 118 CONTAINS 6600 SQUARE FEET t THIS 'STRUCTURE CONTAINS 2379 SQUARE FEET t TOTAL CONCRETE 514 SQ. FT, DOTAL SOD 3707 50. FT, t i.l 1"30' GRAPHIC_SCALE TRACT "A" 0 15 30 CENTERLINE OF APPALOOSA COURT RIGHT OF WAY 50' RIGHT OF WAY S89-35.18-E 362.88' a------- ----- -----------------CPC POINT ON 281—r— 80I 81.08' PLAT BOUNDARY NI. alT el8 N 60.00' a ZIS89'35'18" E 1r,. 1 p 10' UTILITY EASEMENT 7> S .---------- -.-. ---- + .-;D..' R.w v IVE' 10. 0' 10.0' 14.8' 20.0' 5. 2' COVERED ENTRANCE LaJ I I I LOT 119 0 i o iv QPROPOSEDq '' L O T 117 0MODEL1965IOCV I FINISHED FLOOR N OELEVATION- 28.0 I C) I i 0 z I 40.0' I N t 40. 0' 1-- N89* 35'1 BUILDING SETBACKS FRONT: 25' LEGEND REAR: 20' SIDE: 5' CORNER: 15' BUILDING SETBACK LINE CENTERLINE MLW MINIMUM LOT WIDTH PREPARED FOR; RIGHT OF WAY LINE POO POL POINT ON BOUNDARY POINT ON LINE D. R. HORTON x xPROPOSED ELEVATION POINT OF COUMP OUND CURVATURE PROPOSED DRAINAGE FLOW PPCC OCORPOINT ON OFFICIAL RECORD I. ELEVATIONS SHOWN ARE PER LOT GRADING CONCRETE PD PLANNED DEVELOPMENT PLANS PROVIDED BY THE CLIENT. LB LAND SURVEYING BUSINESS L DENOTES DELTA ANGLE DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARING THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PCP P) PERMANENT CONTROL POINT PER PLAT PI PRCDENOTES POINT OF INTERSECTION DENOTESPOINTOFREVERSECURVATURETHEPROPOSEDHOUSE. REFER TO HOUSE PLAN AND OPTION M) MEASURED PT DENOTES POINT OF TANGENCY LIST FOR CONSTRUCTION. CALC) CALCULATED TYP TYPICAL ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FND FOUND A/C AIR CONDITIONER FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES C/W SwCONCRETE WALK SIDEWALK COW RP CONCRETE BLOCK WALL RADIUS POINT ONLY. THIS IS NOT A SURVEY PB PLAT BOOKCCRETEPAD R CS RADIUS CONCRETESLAB THIS IS A PLOT PLAN ONLY PGS. NCPAGES NATURAL GRADE C R/W CHORD LENGTH RIGHT-OF-WAY S0. Fi. SOVARE FEET ORBPI I RECORDS I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL 1, THE SURVEYOR HAS NOT ABSTRACTED THE NO 1 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 111E SIGNATURE AND THE ORIGINAL BEARINGSSHOWNHEREONAREBASEDONTHENORTHERLY LINE OF LOT 118 AS RAISED SEAL OF A FLORIDA LICENSED SURVEYOR BEING S89'35'18" E PER PLAT, AND MAPPER. FIELD DATE:) REVISED:~ 0J SCALE: 1 a 30 FEET APPROVED BY: 'SJ AMERICAN SURVEYING & MAPPING JOB NO. ASM42185 CERTIFICATION OF AUTHORIZATION NUMBER LBW6393 kA THE p320EASTSOUTHSTREET, SUITE 180 FIRM DRAWN BY: ORLANDO, FLORIDA LOT PLAN 07/24/03 JML WILLIAM R. MU CATELLO -IR. PS B49-2h DATE 32801- (407) 426-7979 Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 mllemasters.xts PAGE DESCRIPTION DRAWING 01 REPORT SERIES INDEX MASTER FILE NUMBER 1 1 ItNSTALLATION DETAIL Wl TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION IFLEX0022 1000 2- JINSI%LATM DETAIL W/#M8 SCREWS HORZ. SLICING. FIN WINDOW IFLEX0028 1000 3 INDEX : 4 INDEX := 5 JINSTALLATION DETAIL W= SCREWS HORZ. SLIDING. FIN- WINDOW XOX CONFIGURATION MASTER FILE NUMBER 2 „ INSTALLATION DETAIL W/TAPCONS HORZ. SLIDING FLANGE WINDOW MASTER FILENUMBER 3 INSTALLATION DETAIL: SQL HUNG FLANGE WINDOWS IFLEX0029 11000 IFLF-XQ020 11000 11000,1500 S 20006 INDEX-,* 7 JIMSTALLATION DETAIL W= SCREWS MASTER FILE NUMBER 4 INSTALLATION DETAIL. W/ONE BY SUCK FIXED FLANGE WINDOW IFLEX0026 FLEX0018 . 1000,1600 S 2000 1000 & 2000 B INSTALLATION DETAIL WM WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 S FLANGE INSTALLATION DETAIL CONCRETE HEADER WM BY BUCK DESIGNER FIXED WINDOW FLEX0035 10001760 3 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 10-00176-0 S 2000 11 INDEX ..-MASTER 12 FIN INSTALLATION;DETAIL DESIGNER FIXED WINDOW FILE NUMBER 5 SLIDING GLASS DOOR INSTALLATION WITH TAPCONS FLEX0037 IFLEX002i 1000,1760 & 2000 150,1000 S 200013 . INDEX ;. •. 14 - SLIDING GLASS DOOR INSTALLATION WITH 98 SCREWS MASTER FILE NUMBER 6 :. FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES IFLEX0027 1HMFINTR 1500,1000 3 2000 1000 / 1500 15 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGNPRESSURE,CAPACITIES 1HMFLGTR 100011600 18 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 10001IND 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 100011500 18 FIN HORIZONTAL MULLION SECTIONS 1 DESIGN PRESSURE CAPACITIES . 1HMFIN 1000 / 1600 18 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000/1500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFIN 1000 / 1500 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1100011600 22 , INDEX'.' 23 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES IIVMHMFLO MASTER FILE NUMBER T FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 11000/Iwo 2HMFiNTR 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 25 FLANGE VERTICAL MULLION INTO HORIZONTAL 1 DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN MHORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS! DESIGN PRESSURE CAPACITIES 2H FLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS lDESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 RANG£ AL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HMFLO 20M 30 FIN AL MUL4JON SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFW> 2000 31 E MULLION SECTIONS / SKIN PRESSURE CAPACITIES 1YMFLG 2000. PLANS S iik Pope 1 or 1 ie$t ne TEST REPORTS uff %"Jamm " rwm" m-movm BOAT TEST REPORT SUBMITTAL REPORT NO. TEST SIZE R NCTL-210-2319-1 A 53 1 /8" X 72" DESCRIPTION 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. 80AFTEST CONCRETE OR MASONRY OPENING BY OT-M ONE 1Y WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW F1.AMU I WOOD BUCK STUCCO J BY OTHERS PER114ETCR CAULK BY OTHERS GLASS (TTP.) , ME NOTES) WINDOWHEIGHT PERIMETER CAULK By OTHERS ONE By WOOD CONCRETEOR MA>ONRY OPENUBUCK11OTHERSiYOTHERSCAULKBETWEENWOOD1-11.. Id. BUCK L NAVY. OPENING BUCK WIDTH j cM6cAi(ur8YOTMERS SHIM AS P.EO'D. D INSTALLATION ANCHOR FLANGE TYPE 1/4• WAX, 3/16' DIA. TAPCON WINDOW MINE SEE NOTES) SHOWN tSEE NOTE 9) JAMD INSTALLATION ANCHOR 3/16' DIA. TAPCON SHOWN (SEE NOTE 9) p D 1-114• MIN. Q EMBEDMENTLo-__ i __I GLASS (TIP.) SEE NOTED O IV CAULK BETWEEN 41JI WINDOW FLANGE WOOD DUCK SHIM AS REO'D. PERIMETER 1/4• MAX. CAULK SEE NOTES) Br OTHERS WINDOW WIDTH FLANGE TYPE STUCCOWINDOWFRAMEBYOTHERS CAULK BETWEENHEADERWOODBUCK1SECTIONB-B MAS'Y.OPENING Br 0%NERS BUCKMEIGHT FG WINDOW HGT. I FLANGE TYPE LK- WINDOW FRAME SILL WINDOW WTI. ELFVATION VIEWED FROM EXTERIOR V ' C I SILOSRs A Q T q L YCAULKBETWEEN dINDOv FLANGE PRECAST Silt+ 6 PRECAST 'SILL 81OTHERS V/ VEKEM 116 ADHESIVE CAULK OR APROVED E0.. SECTION A -A A' C TAPCON LOCATION CHART CALL TIP TO L Al NS IA; AEA ILOCATIONS iN JA)J TO soTO USOPV To SIZETIPIr 022 74 X 26 C,0 C:D LJ u D23 7t % 3t 3/e C.D C:O.E tJJCA tJ.KA p I. X SO 5/4 C.D 106 1/4 X A. C. D 0331061/. X 36 s/e I B.G C U.KA - JJ.X,L a 1 Vt X • B,C.0 r G.C. ;:.F I,J,KA G.M.Ij K, 122 1 1111 1. z- • IJ T23 11 i 1 31 3/e B C.L.s C.D Ef- 1•J,KI U.K.L a fit S.CSA.E A15.1.f I,J)ci. II UAI. M2 A a... J: J L U.K.I. W3 120 X 36 3/e B.G.C.: ' uJ(A u.K,L t 1 X A;@_C_i sF A B.C.D.E.F O M I J(; I x S020 12 X 24 3 U 6030 72 X 36 to CA,£ LJ IJ.K.L 4A C.DB.C,D.E LULL U.K t 7020 64 X 2t 7030 ea X 36 B C.Lf b.C.O.E O.K.I.IJAL 7040 a A BG^.X G.Q.F I.J.XAAKA 96 X 2s 8030 96 X 36 B C L t CAE IJ.K.L IJJU 43.C.GE,F IJ K. G H I x A 40 108 X 24 r a. I2,11 9030 IDS X 36 B.C.C. _ SIC,O,E W.K1 4J,K.L C c J.9.C.2E,F I J,K,L t0020 120 X 24 Li 1J.KA 10030 120 X 36 @.C.C.E A.9.C.0".f I,J.X.L I.J.K.L 10040 120 X 46 B.CX.EA.S.C.O.E.F I.J,K L I,J.KANo S' 1) SHIM AS REOD. AT EACn INSTA-L471ON ANCHOR. LU.X. ALLOWABLE Sm- STACK TO BE 1/4'. 2) WINDOW FRAME NATERIA:: ALA,'W NJM A LOY 6063. 3) TAPCON WSU.LATION ArCHOR MUST BE OF SUFF)CE11T LTM. TO ACHIEVE MIN. EMBEDMENT -OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SfUXMN4ED ACRrJC CAULK BEHIND WINDOW F:ArWE AT NEAP k JAWSS. SILL MUST BE ATTACf :1 TO THE SUBSTRATE WITH VULKEW 116 AONESW_ CAULK OR AP?ROV0 EOUAL. HS) USE SLLK;ONQED ACRY%.Z CAULK FOR PERIAETER SEAL AROUND EXTERIGR 1 OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LWEO IN ANCHOR CHART. USE AN040A oUAwtTY . LrMo WITH NExT LARGER S12E. FOR TM£ APPROPRIATE DESIGN PRESSURE KOD. JB7) GLASS THICKNESS MAY VARY PER THE REOUREMEN-S OF ASTM E1300 GLASS CHARTS. 8) LETTER OMNATIONS ON THE TAPCON LOCATION CHART WDO E WHERE TAPCON ANONORS ARE TO BE WSTAL:ED WHEN US.NG THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED "OLE$ )LOT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED W!-,,A /t S.:REWS Of SUFFICIENT LTM. TO PROVIDE Im. S/! w. EWBEOM--NT fh"J W00„ BUCK. 10) APPLIGITIO!( OF WLK£v 11E A3KSME CAULK AT .?AWE SILL Mutt COMPLY WITH SEALAN' WAMUFA:1UPE;'S RECOMMEMSAT10NS. 11) WHERE WINDOW IS 1NS7AELEO m MASCNRT OPENINy WITH A STRUCTUAL TWO BYSUCX. USE UO SC;: -`AS OF SUFFICIENT _ENGTM TO AndEvE 1-3/ 6_ MIN. EMBEDWi*.T AT A_L INSTALLATION FAST£NE5 LOCATIONS. SHEATHING CALLK BETWEEN By CTHCRS WINDOW FIN L SHEATHING INSTALLATION ANC/CR s8 SCREW STUCCO OR SIDING BY t.+ERS PERIMETER CAULK BY OTKRS GLAZING (tr.) SEE NOTE 7) a TWO By WOOD BY OTHERS 1/4' MAX. r SHIM SPACE SHIM AS RED'D. SEE NOTES) FIN TYPE vINDOv FRANC HEADER WINDOW HEIGHT vINDOv HEIGHt WINDOW WIDtM TWO BY WOOD IT OTHERS SHIM AS REO'D. SEE NOTES) v;nDOv WIDTH 24' [IC.. / IIMA%. TYP.) . 1/4' MAX. SHIM SPACE CAULK BETWEEN WINDOW FIN t SHEATHING GLAZING (TYPJ JSE£ NOTE 7) EOVALLY Y GTHERS SHEATHING SPACEBY OTHERS ANCHORS FIN TYPE WINDOWSTUCCO OR TYP.) FRAME JAMS SID6NG BY INSTALLATION OTHERS AMCMOR all SCREW B SECTION B-B 24. O.C. 6' Max FIN TYPE MAX. (TYPDOO(TYP W1Mv FRAME SILL 6' MAX. (TTPJ LEVATION VIEW IJ EXIERIOR MARBLE SILL STOOL BY •+.'} ww- _ + OTTERS I+SNi=• 1J ^..1SI AS_ I) NOTES A , T}!/ }- ,Tp 1) SHIM AS REWD. ADJACENT TO. EACH INSTAL'.(T0N A.,CHC?. MAX. ALLOw.QLE SHIM STACK TO CAULBy OTTHERRS. L/t A.,i•DiJfS ts;y+A OJT: _. :Stais.S.: 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 1 w/ T l AEa•T2{uege5 3) INSTA IATWM AN04OR MUST eE OF SUFFIC$NT LTM. TO A_HM E WIN. EMBEDMENT OF V INTO WOODFRAMEMEMBER. 7 4) USE U"NIZEO ACRTLK CAW KHINO WINDOW RN AT HEAD. SILL t JAMBS. 4`• Yf M, ,__. S) USE SIUCOMIZED ACRYLK CAULK FOR PEP_vETER SEA: A.ROUNO EXTERIOROF WINDOW FRAME. 1141 SHIM '--'. 6) GLASS THICKNESS MAY VARY PER THE RE JWEMENTS OF ASTM E1300 CLASS CMARTS.. AMC INSTALLATION RB SCREW SPICE MAX 7) INSTALL INSTALLATION FASTENERS AT G' MAX. FROM CORtiERS AND MAX, 24' O.C. DESIGM PRESSURE CAPACITY OF INSTALLATIONS. W7M ANCHOR SPACING AS STATED. IS 70.0 PSF FOR STMCGO ALL AYAKASLE SIZES UP TO 73' x 71- MAX. SIDING Ir ( SHIM AS REO'D. OTHERS (SEENOTES) AUL,x IErvEEN WINDOW REV DESCRIPTION DATE 1NI Fu+ J1MIrtiS14EATHINGSMATHINGEMBEDMENTTWOBYWOODFLORIDAEXTRUDERS INTERNATIONAL BYOTHERS BY OTHERS SANFORD, FL SECTION A -A TITLE: INSTALLATION DETAIL W/=8 SCREWS un07 C.. TTr•..r r?.. ern Yr(` . 1• Milt ENBEDHEs7 DRAWN BY: BB APPROVED BY: DATE:12/ 17/0 i -zCALE: N. T. S. DWG.: FLEX0028 PKP^Kfl JV ROMf t APPLICAIMN fWAW.£RtW. bC. 250 INTEIIHTIDNAL MWY.. SUITE Mn_.c.A'dtiv. r.a•oA lklaa AN)L 427 WS-MS rAz 407 205-02" s A N S SH/CATHING CAULK lETvEEN lY OTHERS viNDGW FIN L SHEATHING INSTALVTION ANCHOR AB SCREW STUCCO OR S1DYHHERS H PERIMETER I CAULK. IT OTHERS GLAZING (Ty" SEE NOTE 7) vIMDOv HEIGHT PERIMETER CAULK BY QtHCRs INSTALLATION ANCHOR 08 SCREV STUCCO OR StDH4G lr DINERS CAULK ICTVECN VINDOV FIN — L SHEATHING TVO BY vDOD BY OTHERS I/4' MAX. T SHIM SPACE t— SHIH AS REO'B. FIN TYPE tSCE NOTES) viNDOV FRAME HEADER t. INDOW WIDTH 24. O.C. 71 MAX. ATYP.) WIEIGHTNDOWFIN TYPE vWDOV FRAME saL LE B MARBLE SILL STOOL BY 24. O.C. OTHERS MAX. (TYP.) 1/ 4' MAX. r SHIM SPACE SHIM AS RCO•D. SEE NOTES) JI MiH 7 SHEATHING EMgEpmENTi'TVO BY WOOD BY OTHERS SY OTHERS SECTION A -A VINDOv VIDTH Tv0 By VOOD — BY OTHERS SHIM AS REO•D. SEC NOTES) GLAZING ( TYP;) SEE NOTE7) FIN TYPE viNDOV FRAME JAMB I/ 4' MAX. SHIM SPACE PER: ME•TERJ CAULKBY DINERS STUCCO OR SIDING BY OTHERS SECTION B-B CAULK KTvCCN WINDOW FIN L SHEATHING I' NIN. EMBEDMENT i SHEATHING BY DINERS 3 SCRCv NOTES. t) SKIM AS RfO'D. ADJACENT TO EACH PWALIA.TiON ANCHOR. MAX. ALLOWABLE SHOW STACK TO BE 114'. 0 2) W0 0w FRAME M47ERLAL: ALUMINUM ALLOY 6063. 1) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH, TO AC)) rtv£ MIN. EMBEDMENT OF I' INTO w000 FRAME MEMBER. A) USE SiuCONIZCD ACRrJC CAULK BEHIND YANDOw FHN AT HEAD. SILL k JAMBS. VATI N S) USE SLCONM ACRrJC CAULK FOR FE.VMETERSEAL AROUND FLEEXTERIOROFwINDOwFRAME. VIEW M X. RIOR 6) GLASS imcKNEss MAY vARY PER INC REOUREMENTS OF ASTM E13W CLASS CHARTS. F. !+, : - + rAt,;,'[ +1 : .(` ' 7) INSTALL w:TALtCOH FATENERS AT 6" MAX. FROM aLrERS L:•,J'.l F, AND MAX. 24* O.G. DES*N PRESSURE.CAPACITY OF F Cr INSTALATXM wr.HANC03R SPACRNG AS STATED. TS 70.0 PST L, J'lJ: AA.'L i Y..i" it.,rr 1 FOR ALL AIARA?Lr SIZES UPTO I tl" z 49 S/8" MAX. r ORIDA =V -- 4- u71GsH REV DESCRIPTION DATE INI FLORIDA EXTRUDERS INTERNA71ONAL, INC. SANFORD. FL )RIDA TITLE: INSTALLATION DETA!L */ #8 SCREWS HORZ. SLIDING FIN WINDOW XOX CONFIGMATION- SERIES WOO DRAWN BY: BB APPROVED BY. DATE: 12/17/D! SCALE: N. T. S. DWG.: FLEX0029 PR{ PAXED lT RODUCI L A rLICAT)ON ENGINE *"b WC. 2S0 INTEAwAtiflrNAl KVY„ SITE VA. HC4t.*nw. 3274i INK 4lT ROS-036S TAA .aT Rr-OlSI, EOUALLY SPACE ANCHORS ( TYP.) A 6• MAX. TYP.) 6' NAX.(TYPJ CONCRETE ONE eY WAD CONCRETE OR TAPCON LOCATION CHARTtCAULKBETWEENWOODMASONRYOPENING MASONRY OPENING BUCK L MAS'Y. OPENING INSTALLATION ANCHOR BUCK BY OTHERS By OTHERS AT, N IN HSE LOCATIONS IN JAMS By OTHERS BY OTHERS 3/tV DIA. TAPCON BW CALL TIP TOJOPSI oPSF oA$) ONE By WODO (BUCK WIDTH) I ""j txXaeMt SIZE TIP TO TO TO i0 I TO I TO BUCK By OtHERS 1/4• SHIM — DICK D 7^ ii 7 t 1-1/4• MIN. FLANGE TYPE SPACE MAX. IH2 26 +/2 X 2f C C C C.n cC'mm G,n CAULK SETWEEM EMBEDMENT WINDOW FRANC SHIM AS REO'D. IN4 26 1/2 X 50 3/e C C C G.M G.n G.n C \\\\\ C JAMB SEE NOTES) + Hs z6 +/: x SO s/a C c c c.H c.H G+,I,r WINDOW FLANGE f 1H45 26 1/2 % 56 1/- C C C G.H G.H G,nJj t WOOD —i INSTALLATION ANCHOR { 1n5 26 1/2 X 63 C C C G:H G.HJ.J G.!+.1,J I T 3/15' DiA TAPCON 1"6za +n X n C C c c:H C,HJ,J c H u 1/4• SHIN p s ,n h ,fi SPACE MAX. 23 37 x 38 3/t C C C G.H G.y G.H RIGID VINYL 24 37 x 50 5/3 C C C G.M G.H). G.0 GLAZING DEAD 245 37 K 56 1/4 C C C G.H c:MJ.J C^'w 25 37 X 63 C C C G,H G:HJ,J GAh) CLASS (TIP,) 26 37 x 72 C t C C.MJJ G.NJJ E.f,G.HJ.J SEE NOTES) tp X gon s n p 33 53 1/0 X 50 5/ 6 C 8.0 e,C G.H GJI GJNJ.J 3< S3 //a x SO s/e C e,t ?,C G:n G:MJ.I GrU,J STUCCO 345 53 1/t x 56 1/4 C B.0 E,C G.MJ,J GJ1J J r OTHERS 35 53 1/3 X 63 C ex LC G.HAJ G.M1.J E F.G.H u PERIMETER SHIM AS REO'D. 1 x 7 C B,C EG G,MJ J EF.GA.1J E F c.MJ J CAULK 1SEE NOTES) CAULK BETWEEN C23 74 X 38 3/e B,C B.0 I A,B,C.D G.M GJMJJ G.MJ.J Wit Br OTHERS tJIM. WINDOW FLANGE 024 7A x 505/6 S.0 S:C 'Al.C.O Gm;li G.H4.4 EFGJ+J.J WINDOW - FLANGE TrPC MEIGHT) L WOOD BUCK v 0245 74 X 56 1/4 B.0 SIX A.B.C.c G.M.0 E.F.G)MJ.I E.FA..m.0 74 x 63 @.0 B.0 A.S.C.D G.HJ.J EF,GJIJJ E,F,G.NJ,J• HEIGHT) ViNDOv FRAME PERIMETER 11i5 74 X 72 S.0 S.0 A,$C.0 C,14.1,.t E.F,CJ9.IJ EF.G.Mix G HEADER CAULK STUCCO 4 X 4 I C 1, Lim20M30u236Ct G MSEEENOTES) By OTHERS by OTHERS .X 2OM40M 24 x 48 C C C GJN GA G.M WINDOV WIDTH) 20u46M 24 X 54 C C C C." Gm GJ+J.J CAULK BETWEEN 20MMU 24 X 60 C C C G.M Gm GJIJ.J SECTION $- 8 VA?D BUCK t 4 7 C C Cm Gn J !11 i V {'3 CJ MAS'tN. EiP£NTNG 30u20u 36 x 4 RIGID VINYL NOES. BY OTHERS 30u30u 36 X 36 C C C G,H GJI G.N+ 1) stou AS REDO. AT EACH INSTALLATION ATaC10R. MAX. A_LOwASLE 3OM4OM 36 X 48 C C C C.M G,MJ,J cx4,J GLAZING BEAD 3OM4eM 36 X 54 C C C Gm GJ4J.J C."" TYP.) SHw STAGY SO CBE I/4•, 3OMS0M 36 X 60 C C C G,M GJtJ.J CA" 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. JOMSpM 36 x 72 C C C GJN,1,1 GJNJJ E.FJi.MJJ 3) 6NSTALLAt" ANCHOR MUST BE OF SUFFICIENT LTH, TO ACMEVE MI(. V. PERIMETER FLANGE TYPE EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRM 4OU30M N x 36 C C S.0 G" CA G.PUi CAULK WINDOW FRANC 4) USE SIUCONIZED ACRYLIC CAULK BEHIND WOOOW FLANCE AT HEAD e: 4OM40M 48 X 43 C c e.0 C.H G.MJ,J GJ1J,J By OTHERS SILL JAMBS, SILL MUST BE AT7J ACIED TOTHESUBSTRATEriRNAtKEM40M46MASX54CCS.0 Gil C.MJA G.M.J 116 ADHESIVE CAULK OR APPROVED EOVAL. 40MSOMM 48 X 60 C C 9.0 G.HJ.J GJ1J.J E,F.G.MJ.J 5) USE SLc&a ED ACRrUC Guru FOR PERwETER SEAL AROUND 40MN61M4 48 X 72 C C ?.0 G N G J M t EXTERIOR OF WIDDW FLANGE 4 0, J+ G.H JN G 6) IF EXACT WINDOW SIZE IS ROT LISTED IN ANCHOR CHART, USE 46M30M 54 X 36 C S.0 B.0 G,H G,n GJNJ.J ANCHOR DUARM LISTED vATM NEXT LARGER SIZE. FOR THE :4GM49U 54 x 46 C B,c S.0 hj C. MJ, 4G.CMJ APPROPRIATE OEPRESSUREREO'0. 46USOM 54 x 54 C E.0 B,C c.HJJ G.HJ.J EF.GJIJJ SIGN 46MSLMI54x80CB.C. B,C G.HJ.JGJtJ,J E#&JNJ.J 7) CLASS THICKNESS MAY VARY PER THE R:OuIREMENTS OF ASTM E1300 4 54 X 72 t :.0 Ht FQ 1 IF CAULK !E• 1WEET(QV GLASS CMAM. . % 4 .M H Gm WTNOOV FLANGE V 6) LETTER OAS OANCHORS TIONS ONTHREE TAPCONBELOCATIONLWHEN CHARTINDIC THE 5OW40M60 X 46 C B.0 E,C Cm C."li GJ1JJ t PRECAST SILL EXTERIOR EL.NATON AS A KEY. SOM46M 6C x 54 C B.0 S.0 G•MJ.J G.HJ.J E.F.GJU,J V/VULKEM 116 PRECAST SILL SECTION A -A 9) ALL FACTORY APPLIED MOLES NOT DESIGNATED FOR TAPCON ANCHOR 5OM50M 60 X Go C Bd E,C G,MJ.J G.MJ.J LF,G.nJ,J ADHESIVE CAULKBY OTHERS SHOULD BE FILLED WITH I6 SCREWS OF SUFFICIENT LTM. TO PROVIDE wM60M 60 X 72 C @.0 B.0 G.M.LJ , E#.GJN.I,J OR APPOOED COL. MIN. S/ II IN. EMBEDMENT INTO WOOD SUCK. 56u3061 66 X 36 e.0 B.0 A.3.C.: cJ+ G.M C.NJ.J 1 O) APPLICATION 0VULKEM116ADHESIVECAULK0FRAMESILLMUSTS6M40M66X48e : e.c A .C.3 G M GJIJ.J G.M,LJ A 1 ') COMPLY WITH SEALANT MANuFACTUP. ER S P.ECOMMENDATOMS- 56k"6M. 66x S4 E t S.0 ABC.: G,H LJ GJ+J.J E,F.G:M,u ONEADDITIONAL FIELD OR LLED & INSTArEO AMCIOF IS REO'D. IN y}MSOM 66 X 60 E t B.0 A C.H,I,J B.C.L E.F.CJI.I.J AB C DEACnJAM2ONTHEFOLLOWINGSIZES 'J25• (73 F 52). -D26' SaI460M 66 x 72 Et S.0 ,.=.C.. G.H.I.J E.F,G."AA EFG.n I,J• AN X 71). S6M60N ( 65 X 71). 41 5 AND B CE J17T). PLACE ANCHOR BETWEEN ANCHORS -c AND I' AND B€twEEN ANCHORS •M 6OW40M 72 x 36 S.: B t A 9.C.: G;M G N C.M.Ij 72 x46 E.0 e,r A 9,C.3 G.H G,fiJ,J G.N,I,J E / AND .i OVEP 55 PSF ONLY. sOmA6v 72 X 54 E c / e._ A _,J1A.Z.C. G. MJ.J GJ1J.J E..G.MJ,J 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL Myy 72 X 6C ° C B:C A ,C... G.IJ EF.GJNJ,J Two BY WOOD BUCK, USE 1f 10 SCREWS OF SUFF10EMa LENGTH TO 72 X 72 54 B.c A.S.C..: G H I J E.f G NJ,J W.H. r_ ' F A04EVE 1-3/ 8- LaN, EMBEDMENT At A6L RNSTAJJLNON FASTENER ADDITIONAL zC"CRS RE^'D. SEENOTE 11 LOCATIONS. ON SIZES NOTEDINNOTEE:I ADD A I••I •i70 SCREWANCHORTO EACH JAMB FOR NOTED DESIGN PRESSURES. INTERNATIONAL, INC FLORIDA EXTRUDERS B BfA "NfI&JU `ZAv«,Dj _. SANFORD, FLORIDA AcrumTITLE: INSTALLATION DETAIL W/ TAPCONS if HGRZ. SLIDING FLANG= WINDOW - SEPTES 1000 A ELEVATION --- DRAWN BY - BB I APPPOWD BY: VIEWED F M EXTERIOR _ M, •L DATE:10/23/01 SCALE: NTS DWG.: FLEX0020 PREPARED BY. PRODIl.T L APPLICATION EtiGINEE4:N:. IMC, 2s0 INTEJWA+ICNAL Pxvr- SJITE 250. KC-:3v. f,CR:9A 12746 P-C.NE :7 605-0365 FAA -27 205-03it FA rA ONE By WOOD BUCK BY OTHERS CAULK BETWEENWINDOWFLANGE - L WOOD BUCK STUCCO J IT OTHERS PE42KffR CAULK BY OTHERS RIGID VDaL GLAZING DEADTYP.) MUCK VIDTH) INSTALLATION ANCHOR ONE IT WOOD 3/16' 111& TAPCON BUCK By OTHERS SHIM AS REQ•D RIGID vinrt 1/ N'AX I GLAZING BEAD (SEE NOTES tTPj _. GLASS TYPXSEE NOTES FLANGE TYPE V/4DOV FRAMEJAMB K BETWEEN 1-1/4' MIN. FmBEWN1 D STBT NERs v C CAUL oWINDOWFIANCEPERIMETER ,: l VDDD BUCK CAULK •/ By C2HERS W.V. 4 1C,14t) cviNDOv vIDTH> DUCK CAULK BETWEEN NEIGNT) WOOD DUCK L CAULK BETWEEN WINDOW MAST. OPENING FLANGE L PRECAST SILL BY OTHERS v/ ULY-VULKEN 116 ADHESFWE SECTION B-8CALK. DR APRv'D. COL. FLANGE TIPC CONCRETE OR EREt4ETER WtNDOv FRAME MASSY OPENING CALK SILL HT DINERS By OTHERS W.W. PRECAST SELL - a A 0ByOTHERSA ~ B CSECTIONA —A 4 G,• 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR.. MAX. ALLOWABLE D E ,gC77SHIMSTACKTOBE1/4. 72) fg6JD091 FRAME MATERLAI ALUMINUMALLOT 063. 3) ISA3AflN ANCmOft 4US7 K OF SUFFICIENT LT". TO ACHIEVE 1As9. EVAEDNE T OF 1-1/4- INTO MASON" OR CONCRETE. N. 4) USE qLs000m= ACM C CAULK BEHIND wINDOw FLANGE AT HEAD p & AAMBS. SKL MUST KATTACHED 10 THE SUIISTRX-1 *amB K B 0 VULKlCM 118 AD ESAE CAULK OR APPROVED EQUAL 5) USE SKJCON12£D ACRYLIC CAULK FOR PER &"V SEAL AROUND W.H, F CiEXltWOFVINDQ1fFLANGE. C. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE AFICMOR ANOUTIA/ LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE RCO'D. j 7) GLASS TMCIKMCSS NAM VARY PER THE REQUIREMENTS OF ASTM B) LE-ETTTER DES«a4t KON THE jMCON LOCATION CHART INDICATE LWHCRC1APCONANCHORSTOBEINSTALLEDWMz-N USING THEEXICRIORC;7 4C 9) APPLKD HOLES NOT DESIGNATED FOR UPCON AmCWR,SMOAO BE,:FLLED M'1TH IS SCRtwS OF SUFFICIENT LTH. TO PROVIDE WL $/B IN. Cme€mmT *00 WOOD . A W) AAMDA EXTRUDERS 1000 SERIES SINGLE HUNG 15 SHOWN. THISPAINTALSOAPPLIESTOTHEFLORIDAEXTRUDERS1500AND "00 "" " UNCS. SELEVATION ERIES11) MOM 1s1ND0W IS *+STALLED IN MASQ74RY OPENING VAN A STRUCTUAL TWO eY WOW DUCK. USE do SCREWS OF SUFFICIENT LEMCtH TO ACH" 1-3/a- MIN. EMBEDMENT AT VIEWED FROM EXTERIOR ALL INSTALLATO FASTENER LOCATIONS. CAULK EETVEEN CONCRETE OR WORD BUCK L t4ASONRT O ENtNG )1AYr. OPENING BY OTHERS 9Y Y. PE r ___A 1 p J-J/4' MIN. 4 Eng£pHEnt t) STALLATIGM ANCHOR 3/ 16- DIA. TAPCON SHIN AS REO'D. 1, 14' MAx. SEE NOTES FLANGE TfPE WINDOW FRAME MCAOER GLASS h _ ( TYP2 (SEE NOTES) t I. 1. 4 PF. EAAREDC'; POK)DUCTA A TAPCON LOCATION CHART CALL SUCK LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30ro TO 40011 410Y TO 7OPSF 3O W TO 400Y 47•Y TO 7y-V 12 16 1/3 1 25 8 B F.G F,c13 16 1/s x, 37 3/s 8 B FA F.6is s Vs X 49 S/s B B F,6 l.G145 Is 1/6 x $5 1/4 B 8 FA FIG 15 is 1/0 1 42 B 8 FA FIG 16 ss t/s i it D 9 F.G F.G.HJ17 1 1 x13 A rL r.Gi.% IH- 25 1/2 1 25 B Im3 25 1/2 1 37 3/s 8 8 F.G F.0INA 25 1/2 x 49 FA FA.Nj 1H45 11/2153I/s g g fA FA.NJ 1415 25 1/2 x 62 8 8 FA FA NJ 6 251/2 X 7t D g FA FAAIJ 1M1 25 1/2 x 93. 8 F.GJ.K F.G14 30 1/2 4 26 29 1/2 x 23 8 8 T F.G fA 301/2 . 30 3/3 30 1/Z . s0 5/8 M 1/2 1 37 3/6 29 1/2 X 49 5/5 8 B FA FAJ1J 30 1/2 . 56 1/4 29 1/2 x 35 3/4 B 8 FA FAr+J 30 1/:. q 29 1/2 X 62 8 B F,GF.Cmi 30 1/2 . T2 N 1/2 It 71. B B F.G.NJ F."i 1 . sA 29 1/2 X 83 B 8 F.CJ.K F.GJJ( 23 36 X 23 36 x 77, B B ru FA FA 5/s 366B B F.GF.Cm.) 245 324 1S51/i8 8 FA F.G.h) 25 39 x 42 B B FA.H1/ tA.r,J26 36 1 71 8 8 FAJt t CLLFA mi 7 36183 8 8 F.".K FAl+JJ.4 4 4 26 42 . 36 3/8 41 X 25 41 X r 3/6 8 B FA 42 . 50 vs 1 x 49 SA 8 98 BG.MJ f. W/J FAJL 42 . 56 1/4 41 X 55 1/4 771 F.0 to D.U.C.PlJ42 x 72 AI x D 8 FA.KJ O.LF,Gr.J42 A4 41 1 113 a F GK F.GJ/.ujc 48 • 26 49 a 36 3/3 47 X 25 47 x 37 2/4 B A.0 F.GF.G.HJ 46 . 50 5/3 47 x ff Ys 8 B A. 0 A. 0 F. G FA. MJ FA.) J FA• MJ A6AS61/4 48 X 63Al 47 1 53 1/4 F. G.MJ 48 X 72 47 x 71 g A.0 F wU OXF.C. 4J 47 1 *3 A.84 32S2 1/8 x 25 8 A.0 FA 33 52 1/1 X r 3/s B A.0 FA FA.Y 134 52 1/3 x A 5/s A.0 FA.NA FA.HJ 345 52 1/1 X $5 1/4 B A.0FA.H.1 D.E.FA."i 35 62 FA NA D.U.A."J 36 S2 in s C A.0F.GI/J O.EFAJU 1 52 1/8 x s3 A FAJJK D.fJ,GJ KJJC37 SIZE NOT AVA)LABLE IN 1000 OR TWO SERIES. J. • _ 4 ftG/EER14G. PC-250 A FLORIDA EXTRUDERS1sANF RD,FLORDA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000 , 1 00 L 2000 DRAIN BY.: B BI APPROVED BY: DATE: ifl/09/01 1SCALE:NTS DWG.: FLEX0016 NTEAMOAMAL FKT.. Uot M. #CAT.Ww. FW" 32746 PHONE 407 M-OMS FAX 407 SCS )396 CAULK BETWEEN SHEATHING WINDOW PIN i By OTHERS SIEATHING INSTALLATION ANCHOR IB WOOD SCREW STUCCO BY OTHERS WINDOW HEIGHT PERIMETER CAULK BY OTHERS GLAZING CTTP.) SEE NOTES) PERIMETER CAULK IT OTHERS 1• MtN. ENRCDNENT TWO BY WOOD r-• BY OTHERS SHIN AS RE O A SEE NOTES) Z I14 MA SHIM SPACE FIN TYPE WINDOW FRAME HEADER GLAZING (TYP.) SEE NOTES) FIN TrPE WINDOW FRAME SI IARBLf SILL STOpL Hr OtHERi WINDOW WIDTH 1/4• 14AX SHIM SPACE Shin AS REO'D. TWO DY WOOD SEE NOTES) 6LELIEDMEmT BY OTHERS x LL.r. A 4 mix MANUFtA Aa 1 "'. GLAZING (TYP.) f.rv+L 32(SEE NOTES) kpjij lER SHEATHING BY OTHERS CAULK BETWEEN WINDOW W!DTN IA. B B 24' O.C. HAx.cTYP.) EOUALLY SPACE WINDOW ANCHORS (TYP.) HEIGHT A J.)L-ITP b' MAX. <TYP.> ELEVATION vtEwED FROM EXTERIOR FIN TYPE WINDOW FIN vINDOW FRA E i SHEATHING JAMB PERIMETER INSTALLATION ANCHOR CALx-x we WOOD SCREW IT OTHERS STUCCO BY OTHERS SECTION B-6 NOTES: 1) SHIM AS REO'O. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM SACK TO BE 1/4-. . 2) WWOOW -FRAME MATERIAL: ALUMINUM ALLOY 6063E - 3) RMSTALLATION ANCHOR MUST BE OF SUFFICIENT LTy. TO ACHIEVE MIN. EMBEDMENT OF i' INTO Y(OOC BUCK. 4) USE SILCOHIZED ACRYLIC CAIAX BEHIND WINDOW FIN AT HEAD- SK.L A JAIweS. S) USE SCIGON12E0 ACRYLIC CAUL9 FOR PE71 V:R SEAL AROUND EXTERIOR OF W'NDOW FRAME. 6) IF OACT WR4DW SIZE IS NOT LM O'IN. ANCHOR CHART. USE ANCHOR GtALv.M UM -WRH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY vARY PER THE PEOLFANENTS OF ASIM C1300 GLASS CNARIS.. 6) FLORIDA EXTRUDERS 1000 SERIES SwaE HUNG S SHOWN, THIS PRINT ALSO APPLES TO THE FLORIDA ETRjDERS )500 AND 2000 SERIES SINGLE HUNG WINDOWS. INSTALLATION TWO BT WOODasWOODBYOTHERS STUCCO JrINATKIBYOTHERS i- R DESCRIPTION DATE INI .. FLORIDA EXTRUDER. CALA.K-BE f: •` • WINDO i SHEATHINGS HT OTHERS i•MIN. TITLE: INSTALLATI•N "ETAIL Y/N$ SCe SECTION A -A EMBEDMENT t SINra_£ HUNG FIN WIND0 - SERI=' DRAWN BY: B9 APPROVED I 1 I iunlo: )c lsivl ;( Ats: n. .1 I-cnvvc0 ZT I I Wr .1 m•-.e .r •r.r+.. r.•rof. Lf 1K0 Iw/fDw.T01iu r.r- 4Atf iSn ra 2. Te NIF --It ~ 407 WS-07AS 'YAx A67 S&S-02" K CONCRETE OR INSTALLATION ANCHORMA1t>PENING 3ii6' DIA TAPCONBrDINERS By WOOD EAUK BETWEENCISBYOTHERSyGp0BUCKL MAS-A. OPENING CAULK BETWEEN p BY OTHERSWINDOWFLANGE GLASS (RYPa, L WOCD BUCK 1.1/4• MIN. (SEE NOTES) p C EMBEDMEN T VONvo Stucco ' "1arOTHERSSHIM,AS REO D. ( ps1/4• MAIL (yA. SEE NOTES) PERIMETER EA0.K ar CARERS rL.ANGE TYPE W.W. DOW FRAME I GLASS (Tr? --\ SCE NOTES) RIDGEDRIDGED V[NAL GLAZING BEAD BA /IFFIGHT) p' wit B WINDOW EIGHT) RIDGED VINYL GLAZING BEAD FLANGE TYPE WINDOW FRANC PERDEUR CAULK BY OTHERS Q I CA(R.K tVEEN WINDOW FLANGE L PRECAST SILL VtVULKEM 116 PRECAST SiLI ADHESIVE CAULK BY OTTERS oI APava COL. ' .. SECTION A -A_ ._.. _. a:V_ BUCK WIDTH) SHIM AS RCO'D. 1/4' MAX SEE NOTES) RIDGED VINTL GLAZING DEAD Hy` CONCRETE ORCntC6.tnf MASONRY GP.ENlNG By OTHER: D INSTALLATION ANCHOR 3n6• DIA..tAPCON 0 ONE BY WOOD BUCK BY OTHERS v FLANGE. RAPE v ViMDD(C FRAME CAULK aEtvEEN WINDOW FLAMM PERIMETER CAULK BETWEEN L WOOD BUCK CALL K By OTHERS WOOD BUCK L V.Y. NAVY.*DRSNING WINDOW WLDTH) STUCCO by OTHERS SECTION— —_8 T 24' D.C. MAX. (TYPI 1 6• MAX.. (PCP.) A -- ELEVATION VIEWED FROM EXTERIOR 1N0 M AS REO'O. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL- ALUMINUM ALLOY 6063. ION ANCHORS MUST B£ OF SUFFICIENT LtM. iD ACHIEVE MIN. 3) 3/16' OM TAPCON INSTALLATEMBEDMENTOF1-1/4' INTO MASONRY OR CONCRETE. SILL .. ABE Tu DTO TNE SUBSTRATE 1OPAZED ACRYLICnVUR.KEM116 ADNESw CAUL OR APPROVED EOWL. T S) USE SIUCONIZED ACRYLIC CAULK FOR PERwETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CNART. USE ANCHOR OUA NTITY LISTED WITH NEXTLARGERSIZE. FOR THE APPROMATE DESIGN PRESSURE REO'D. 7) CLASS THICKNESS MAY VARY PER THE REOUMREMENTS OF ASTIN 91300 (LASS CHARTS. B) WHERE SPACING BETWEEN TAKEN AMCHCP.SEXCEEDS 24 IN. O.C.. /E SCREWIS:'OF SUFFICIENT, LTH. TO PRov0E MIN. S/0 IN. EMBEDMENT INTO WOOD BUG( SHOULD BE]ITALLLSOAPPLIES TO THE 9) FLORIDA EXTRUDERS 1000 SERIES FIXED WIgOW IS SHOWN- THIS PRINT FLORIDAEXTRUDERS2000SERIESFIXEDWINDOWS. ... 10) SEE BACK OF YNS SHT. FOR INSTLTN ANCHOR REOUIREMENTS. II) APPLKATION Or VULKEM 116 AD ESIVE CAAX AT FRAME SILL MUST COLDLY WITH SEALANT MANUFACTURER' S RECOMMENDATION& 12) WHERE WINDOW IS INSTALLEO IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD 9". USEpoSCREWSOFSUFFICIENTLENGTHTOACHIEVE1-3/6' MIN. EMBEDMENT. 13) wmooW UNITS CAN BE MULLOO TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLIONINSTALLATIONSHEETSFORREOUIR£MENTS, INTERNATIONAL. INC FLORIDAEXTRUDERSSANFORD, FLORIDA` TITLE: INSTALLATiON DETAIL W1 OW 8Y SUCK FIXED. FLANGE WINDJU — SERIES 1000 & 2000 92i DRAMA SY: BB. APPROVED BY. DATE: 10/2210) SCALE: NTS 1)WG.: ftEx0019 SSE t 1 a 2 PIKPtIlEO et:'Il001Itt tHSNNOLOGr CONb.. 250 wTEj*0j ON4t PKIN'/, SNK 250. HTATHNeaW, rLomoA 32746 PHONE 407 NS-0365 rAX 407 3MS 366 SHEATHING By OTHERS E CAULK BETWEEN WINDOW FIN I SHEATHING INSTALLATION ANCHOR 08 SCREW EXTERIOR FINISHBYOTHERS PERIMETER CAULK IT OTHERS GLAZING WINI10v SEE NOTE 6) EIGHT EXTERIOR PERIMETER CAULK IT OTHERS INSTALLATION ANCHOR48WOODSCREW EXTERIOR FINISH BY OTHERS i• HIM. IDEINENT WOOD FRAMINGrBYOTHCRS j j j kL FLORMA B.O.A.F. SHIN AS RfffD.+`--- TATSEENOTES) ACTOR NAM' 1.i U SHIM1/4- IMSPAC, MAXSIUASTR Fnz # j( GLAZING SEE NOTE 6) FIN TYPE WINDOv FRAME CAULK BETWEEN WINDOW rim J•H[N. EMBEDMENT iSHEATHINGSHEATHING BY OTHERS SECTION A -A FIN TYPE WINDOv FRANC SHIN AS REO'D, 1/ 4' MAX. SEE NOTES) WOOD FRAMING DUCK By OTHERS W INDOvEXTERIOR FIN TYPE, WINDOW fRAME A - P ELEVATION VIEWED FROM EXTERIOR V " WED By: PRODUCT 1ECHHIOLOO WINDOW WIDTH I 1/4' MAX. SHIM SPACE IE11yWOOD FRAMING By OTHERS SHEATHING 3r OTHERS INSTALLATION ANC1+ pR a3 SCREW CAULK BETWEEN nNDOv FIN L SHEATHING SECTION 8-B EXTERIOR FINISH PCRIMETERCAULK Dr DINERS BY OTHERS NOTES. 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SruM. MAX. ALLOWABLE SHIN STACK TO BE 1/4- 2). WWCOW FRAME MATERIAL: ALUMINUM ALLOY $063. 3) INSTALLATION ANCHORS MUST K OF SUFFICIENT LEHGHT TO ACmCvE MIN. EMBEDMENT OF I' INTO WOOD FRAME. 4) USE S0.1C0wZEDACRYLIC CAULx FOR PERIMc-TER SEAL AROUND. EXTERIOR OF vnNDOW FRAME. S) USE 11LICONIZED ACRYLIC CAULK BEN" WINDOW FIN. 6) CLASS THICKNESS MAY vARY PER REOUIREM(ENTS OF ASTM E1300 GLASS CHARTS, SINGLE GLAZING IS SHOWN. INSULATING GLASS ALSO OUAUFIED. 7) FLORIDASERIES FIXED WINDOW K SHOWN. THIS PRINT ALSOAPPLIES TO THE FLORIDA EXTRUDERS 1500 AND 1000 SERIES PICIIRE WANOOWI g 8) SPACE 94STAL3ATON ANCHORS AT 6- MAX. FROM CORNERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. TAT - ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AVAILABLE SIZES UP TO 73' X 71' OR 63' X 95' OR 119' X 37-3/1!- MAX. 9) wINDOw UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION O$TALLATION SHEETS FOR RECIREMIENTS. 1 / 13/ 02 ISCALLN. T. S. DWO.I FLEX0030 Pom. S:A-.E 2% LAKE MART. FLGUD4 32744 PHONE 407 605-0365 FAX 77 10 CAULK BETVSZN WINDOW FLANGE L WOOD BUCK CONCRETE DR MA-DNRT OP£MINC IT OTHERS EXTex.OR.. FINtSM j BY OT.Eas I PC-RMT" CAULK IT OTHERS WINDOW FRANC MEAD EATERIOR WINDOW FRAME SLL PERIMETER CA`T.K IT OTHERS EXTERIOR FINISH — BY DINERS CAULK BETvEEN WOOD BUCK L MASONRY OPENING BY OTHERS OME BY WOOD BUCK BY OTHERS INSTALLATION ANCHOR 3lt6' DtA. TAPCON SMIM AS RED'S SEE NOTES) GLAZING (TTP. SEE NOTES) WINSOV FLANGE CAW" BETWEEN7G-MERs WOOD WCK CAULK BETWEEN WOOD BUCK t MANY GPC'N SECTION A —ABYOTHERS YIN. EMBEDMENT 1 ,/.- MAX. SMw SPACE INSTALLATION. ANCHOR V16' DIA TAPCDN SM,X AS REO'D SEE NOTES) N ii)ESmIY AS REO'D AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. AL:OWASLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATE.-RL(L! ALUMINUM ALLOY 6063, 3) 3/16- Du, TAPCON INSTALLATION AN:HOR MUST BE OF SUFFICIENT LIM. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS 6- FROM CORNERS A 24- 0..C. YAK. ALL FACTORY APPLIED HOLES MOT DESIGNATED FOR TAPCON ANCHORS SWVLD $E FILLED WITH /6 SCREWS OF SUFFIJENT Lin. TO PROvDE YIN. 5/8 IN, EMBEDMENT INTO WOOD SUCK. A) "ERE WINDOW 15 INSTALLED IN MASONRY OPENING WITH A STRUCTURAL TWO BY SUCK. USE /10 SCREWS OF SVFFICIEMT LENGTH T^ ACMR`K 1-3/3' YIN. EMBEDMENT AT SAYE SPAC04 STATED IN MOTE 3. S) USE SRXMZED ACRYLIC CAJLX BEHIND WINDOW F.ANGE AT HEAD. SILL JAM85. 6) USE SILICON FED ACRr.IC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW F'. INC. 7) GLASS THICKNESS MAY VARY PER THE REOUREMENTS OF ASTY C1300 GLASS. CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS 15 ALSO OUAUAED. 6) BUILD DOWN. AROUND CURvEO PORTION OF WIDOW FRAME TO BE ENGINEERED BY oTHEPS. BUILD DOWN MUST BE OF SLOWCENT S-RENOTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 9) FLORIDA EXTRUDERS 1000 SERFS DESIGNER WINDOW SHOwM. THIS PRINT ALSO APPLES TO FLOA04 EXTRUDERS 1750 SERIES & 20DO SERIES. 10) E£VA;gNS SHOW COMMON CONFIGURATIONS. IT IS NOT INTEMOED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATKNNS. TMaS SHEET AP'-IES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 20DO SERIES DESIGNER PkxED WINDOW FRAMING SYSTEMS 11) WINDOW UNIT CAN BE MULL'FD TO OTHER UNWTS USING ALUMINUM TUBE MULLION. SEE,MULLION INSTALLATION SHEETS FOR REOUREMENTS. WINDOW WIDTH A wINOpWHEIGHT B B T A L 1/4- MAX. EXTERIOR ELEVATION SHIM SPACE o _ . SHIM AS REO'D SEE NOTES) WINDOW FRAME JAMB GLAZING CTYP. SEC NOTES) 1'7/N' MIN EMBEDMENTt/N' MAX y SHIM SPACE DM4 BY WHrDD BUCK Br OTHERS 31LAA ANCHOR 16' DLO. TAPCON PERIMETER CAULK — By OTKRS / EXTCRIOR FINISH J Or OTHERS WINDOW WIDTH kiEALLK BETWEEN V=. BUCK t NAVY OPEMtNG It OTHERS CA( A,KBETWEEN 1 WINDOW FLA.+IGE t WOOD RICK CONCRETE OR MASONRY OPENING BY OTNCRS SECTION B—B EXTERIOR ELEVATION 1 * ' • : FLORIDA EXTRUDER-'ASA' NFORDFLORIDA. Q1-1/N YIN. ' EMBEDMENT IABy "— . CNE BY WOOD LAirtUrA 1 TITLE£LANGE INSTALLATION DETAIL CUNCF_TE MfADER W/1 HT Hr:IC BUCKBrOTHERS 1+_ Ll DESIGNER nXED WINDOW 1000, 1750. S 2000 SERIES Pam' DRAWN BY: BB APPROVED BY: r HjfNf'L DATE: 02/12/02 I SCALE: NTS DING.: FLCX0035 K*. R) -:11 t Ko.sacH c?', tN NwRHHtpy .i. ssx Nu rt•+..e.. nOnM x)r naN' .p bas M...O r nY ONE IT BUCK If OTHERS CAULK KETWCEN FLAMM L SAA. ING VtNCCv PLYWOOD I'rP3 T OTHERS EXTERIOR FINISH IT OTHERS P£P;ME7ER CAULK By OTHERS WINDOW FRAME HEAD WPIDOWMFK7iT EXTERIOR V:NDOv FRAME SILL PT -;METER CAULK By OTHERS EX'ERD3RFINISH ETHERS SHIN AS RCO'D SEE MTES) GLA2/HG MP. SEE NOTES) SHIM AS RE&D SEE HUES) CAULK BETWEEN AdWINDOWFLANGE 6 ONE IT WOOD BUCK CAULK Wwr-EN WOOD k u t HASOIo. OPENDC IT OTHCiS CONCRETE SECTION A— a T O.CRS INSTALLAT:OM ANCHOR Aa SCREW BUILD DOWN It OTHERS. TOSILL) SO APPLIES )) SMw AS PIVO. AT EAC+i. INVALLAT10N ANCHOR WRM LOAD B".ARwG SHIM. MAX. t0 ALLOWABLE SemA STACK TO BE f /.'. 2) W040OW FRAME W.ERAL: AUmMum ALLOY 6063. 1-3/3' INN.. 3) TAPCON INSTALLUT,ON ANCHCRS AT Sr l MLST 6E Of SUP CIEM LTM. 70 ACM,£F, EMBEDMENT MIN. D*CDMENT OF ,-T/N' w70 MASOMRr CA OOMCREf 110 INSTALLATION SM'wS AT HEAD aI JAMeS MUST BE OF SUFFC£NT LEMOTM TO ACHIEVE 1-3/3 INN. EM90W-7 INFO WOOD FRAMING AND aULO DOWN WHERE REOUIRED. stSTALLATRON ANCHCaS k SCRCwS TO at PLACES 6 IN. FROM CORNERS r 2- IN. O.C. MAX. USE SKJCC*4ED ACPrJC CAULK aEHWND WINDOW FLANGE AT MEAD. SU r JAWeS. S) USE S4 ED ACAYUC CA" FOR PERmM-R SEAL AROUND EXTERWR Of WINDOW FLANGE. A` MAX. 6) GLASS THICKNESS MAY VARY PER 'HIE RREOVAEMENIS OF ASTu E7300 GLASSSHIMSPACECRAMSINGLEGLAZINGISSHOWN. wSRLATING GLASS -IS ALSO 0(IAUFED. T) BAD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ,ENGINEERED ByOTHERS.. BUILD DOWN MUST BE OP SUrnmki STRewTH TO A^vECKAATELY TRANSFER LOAD FROM *VWW TO THE STRUCTURE. a) FLORIDA EXTRUOE'S 1000 SERIES DESIGER wftWw SHOWN. THIS PRRNT ALSO APPLES TO FLORIDA EXTWJGERS 1730 SERIES aI 2WO SERIES, 4) ELEVATIONS SHOW COMMON CO-4URATIONS. IT IS N0T INTENDED TO LIAR USE OF THIS PRODUCT TO THESE two CONF,OURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FRAM THE 1000. $750. d 2000 SERFS DESIGNER RxEO wXOOw FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS US" ALU IM/M TUBE MULLON. SEE ANLUDH INSTALLOMON SHEETS FOR REOUIIREMEMS. SUCKHEIGHT I/.' ru. SHIM S:tiE EXTERIOR ELEVaT10N L-1-1/4'.ACE TLTT TTRyAL FWRWA BB.0.4.F. DNE 'sr +r0O0 XANUTACrM= NAME: BUCK IT OTHERS IMa*ALATTON A,,RA r F.Q,E # r ,., • - _ - jn6• 'IA. TAPCON L. Li7 i DUCK WIDTH FWD IT FRAMING IT G7MERS SHIN AS PEC'D ME NOTES) AFRAME JMMI GLAZING ( TTP. 7 SEEMOTCS) 9 3/ 6- MIN. MGEDMEM 1' MAX. I SPACE CAULK BETWEEN TvC By kc" L C3ACRETE T GTMEai TNSTALLA7ION ANC4'R 0 S.rtEvn/ QCAL:.K F7vEEN WINDOW fLAMGC A v D mic d a CONCRETE OR PCRIMETER CAULK NASOWT if OTHERS IT OTHERS WINDOW WIDTH CXTER: CP fINISH SECTION 8—B AT OTHERS YINt\ 7W w10TH A r wKNoOwW A. rXTFF1r= E_EVP.TION u. wrw. es s .,aa aw. FaY ilG. .Wwdv. FaR.D. 9'.w Ot .t, M.-.X! I.. s+ C1 fy I so MIN EH19EDKN - -_J tf- VN' Mi. A? INSTALLATION CAULK PEMIND FIN I SILw SPAS( ANCHOR SCREW CTTP.) SHIN AS iVO BT FRAMING 2, ;-,.C;t TWO IT BUILD (SEE NOTES 0 / If OTHERS BT CTMERS DDvN 31 OTHERS Y CAULK BCH1xD FIN FIN FRAME JAMB71 _ Be bdTALlATION SHIM AS REO'A t) SHIM AS REO D. ADJACENT TO EACH INSTAwCTgN ANCMOR WITH LOAD OWINGANCHORSCREWCTTPJCSCEMGTES) SMIM, MAX. ALLOWABLE SHIN STACK TO BE 1/4'. GLAZING (TYP. i 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. SEE NOTES) WN. ML 3) USE SZ.COwZED ACRYLIC CALK BEHIND WINDOW F.N AT HEAD. SILL k JAMBS. / r ION M SPICE A) USE S6.ICOIIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF CMIELEAI WINDOW FRAME. S) GLASS THICKNESS MAY vARY PER THE REQUIREMENTS OF AST" E1300 GLASS CHARTS. SINGLE OLA.ING IS SHOWN, wSLW.w6 GLASS 5 ALSO OuAuFIED. WANING 6) SCREW ANCHORS AT HCAD SN.L k JAMBS SHOULD BE /6 SCREWS OF SUFFICIENT Bt CTMERS fxTERlOR FINISH LTH. TO PROVIDE MwL 1 IN. Mw_EMBEOMENT INTO WOOD FRAME. PLACE 13 Br.OTIORS a SCREW ANCHORS.6- FROM CORNERS AND 24' O.C. MAX.. EXTERIOR 7) BOTHERS. DOWN MUST BE OFSUFFICIENT STRENGTH DOWN AROUND C~_D PRT" Or WINDOW, TO BADEOATELY D BY - By FINISH TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. - Br OirERS PERIMETER CAULK 6) FLORIDA EXTRUDERS 1000 SERIES DESKRNEIt WINDOW SHOWN. THIS PRINT ALSOByDTMCRSAPPLIESTOFLORIDAEXTRUDERS1750SERIES &.2000 SERIES. - PERIMETER CAULK 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF w M-' IT OTHERS rim FRANC HEADER THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS Tt•.I CAN BE MANUFACTURED FROM THE 1000. 1750. k 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS10) WINDOW MN(T CAN ALSO BE NULLED TO OTHER UNITS USING ALUMINUM TUBESECTION B B MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. GLAZING SEE NOTES) CIYP. I EXTERIOR PERIMETER CAULK By OTHERS EXTERIOR FINISM- IT OTHERS to MIA"AT10N-/ ANCHDR SCRCv. (TIP.) SHEAtNIMG IT UTMERS FIN FRANC SILL SHIM AS RCO'L SEC NCTES) / EOE SECTION A —A r yr Mt SKIM SPACE Tv0 IT FRAMING EXTERIOR ELEVATION By OTHERS CAULK BEMDND FIN r;•• '7,9 cw-, Awl Ir FUY, # na EXTERIOR ELEVATION FLORIDA EXTRUDERS ISANED. FORIA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, L 2000 SERIES DRAWN BY: B B I APPROVED BY: DATE02/14/02 ISCAMNTS DWG.: FLEX0037 O.&M H" a. ).K'lltm— LH. 0NI9 rw Katalay., haft" MI" Ap( rt.sow •o: M a .mA CONCRETE SH.M AS RE'O'D INSTALLATION ANCHOR MaSONRr OPENING SEE NOTES) 3/16' DIA TAPCON t/•• Hax. SM1M SCALEBrOTRS CAULK BETWEEN INSTALLATION ANCHOR 1 I RED MINENT MASONRY OR OPENINGEMBEDMENT OPENING DOOR FLANGE RB SCREW (iOf vrCRETAP:OHS ARE NOT R£?'D.) I By OTHERS 7A. WOOD BUCK CAULK BETWEEN ONE 3r vCUD WOOD BLOCK 6 BUCK BY OTHERS ONE BY v[D iNS'ALLaiIDN avCefAt CAULK BETWEENPERIMETERMAS'Y. OPENING BUCK BY OTHERS 3/!6' DIA. 7APCON WOOD BUCK C.. WOOD BUCKCAULKBY. DTHEI$ By OiNERS r l 1/4' MIN NG EMBEDMENT BY OTHERS STUCCO SLIDING R GLASS FRAME 1. V CAULK BETWEEN By- OTHERSCAULKJAMB BETWEEN SL.D.NG CLASS DwP NOOK STRIP L.. 1/4' MAX. G WOOD BUCK& HOOK STRIP WOOD BUCK o C t SHI!+ SPACE S hg1—_ BYSOTHERSNING SHIM AS REO•D. I t I ISLE NOTES) I-!/4' MIN EMBEDMENT C 1 4 INSTALLATION ANCHOR 3/16 DIA TAPCON TCKMER.D GLASS p CAULK BETWEEN TYP.) DOOR FLANGE INSTALLATION ANCHOR 6 WOOD BUCK DS SCREW CTYP, VHERE TAPCONS ARE HOT R£0'D SLIDING GLASS ONE By WOOD DOOR rRAME MEAD PERIMETER CAULK BY G- CONCRETE OR CK BY OTHERS OTHERS MASONRY OPENING BY OTHERS S.GD. WIDTH U TEMPERED B•QAjj•TEMPERED GLASS GLASS tTYPJ SECTION AAMWAC ,,`r <TYP.) YJl' (jj•uKr+H SLIDING GLASS ODOR DOOR 11i ANmANNN Z R+r • E Y PVo INTERLOCK . HEIGHT MASTER FILE# HOOK STRIP DETAIL A ' U DOOR HNtERIAL. AL/ROMN ALLDr 6K1 b TAPCON TYPE BQTALCATDOH ANCHORS MV K Of AffICKM LEMGTM TO ACHIEVE MIN. CHDCSEM or rvr,INTO MASONRY OR CONCRETE.3) ALTERNATE TAPCON INSTALLATION ANCHORS FRONT TO BACK IN"ALL rRAME 'MEHMS. n TAMWN ANCHOR CHART ON BACK Or THIS SHEET. 5) UK SriKONIZED AUTLu CAULK KHIND DOOR fLANOC AT HEAD 6 IN9s a uSC :a'COattB ACRau CAULK FOR PER ALTER SEAL AROuHo uTptOR pF BOOT. But t) f [xACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART. USE AHCHOR'DWNTITY MSTED v:TM K=T ALAI LARGCR SIZE.'rat ?NEAPPRONNATE KSIGH PRESSURE RE&I R[_ - B1 FOR POCKET DOOR SS USE CLOSEST NPASS DOOR SIZE 6 COfIGRATION TO riN1SMED OPENING, PLACE'TAPCONS• IN rRONT HOOK STR:P AS SHOVNOF 1 t; GLASS THICKNESS MM TvARTPERRCOOREmCkfSOFAStIMCLASS CHARTS TAPCLN f" VON CO SLIDINGGLASS11ANCHOR "At K ION ALLFACTORYAPPLKBofHOT KUGHATESfORSMV' To PNOvMN IK S/S• fMKDNEHT INTO WOOD IUCK. DOOR FRAME i B Dr UffICKL Nt ENGTH 8 11) DOOR {RUTn APPROVED USING TCHHPCRED GLASS IN UNGLC GLAZCB W INSRAATyG GLASS. SILL Ir) AAMB / SILLCORNERSARETOKSCALEDWITHASMALLEOMSEAMSCALER. 13) SHIN AS RED'& At EA =7 Gir INSTALLATION ANCHORS. MADE ALtOWARE Soon STACK TO K ti.•. N) ALL INSTALLATION ANCHORS MST K M:C Or CORRD^.IW RESISTANT NNATER1ALS. S> -VNERC •x• REMESEN: S HQVING PANEL AND Ir REPRESENTS rIXCD PANEL APPROVED , A •' COKIDRATUNd ARE AS LISTED ON ANCHOR WART AN SACK Or TPA SHEET. ExTERIOR 16) NOT ALL COTIGURGTIONS LISTED ADDVE ARE SHOWN ON THIS DRA'NG. HOWEVER IMtALLA'mELEWA':ON SECTIONS 'A - A•• B-D 6 HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED EMBEDMENT Z PANEL DOOR S.-OWN COfIGuRATRy.S It) INSTALL SRE tAPCON IN CAC" PAIR Or fACTORf APPLIED M:TALLATION HOLES UNLESS NOTED . a A 1-1/ 4' M:N. OTHCRVISE ON AHCMOR CHART. SEC SACK Or THIS SHEET. . 10) rmI ESRKS S AIDING GLASS DOOR ti 90Vu tHIS R:Nt ALSO APPEALS t0 :. G OSSERI smal LIBERALLY APPLY A :, CAULKII6IAI R SILL ORSETSILLINBED INSTALLATION ANCHVZ COM-RETE 3/16• DIA. TAPCON SECTION A -A L:,TM • 1 _ REV DESCRIPTION DATE INN EXTRUDERS P L O P. IDAINT: INC. - SaNFORD FL. TITLE: SLIDiNU GLASS DOOR INSTALLATION WITH TAPCONS DRAWN BY: BB APPROVED BY: AAf.ffA N PN9ff L AP!LH[ATnIN blrtll[rR44 K.. DATE:I0/25/01 SCALE: NTS IDWG #: FLEX0021 t4 DNTERNA71pHy Mi•_ DdTC LSD. KAtMOv, Il0RR7L tETAA.. ADY-SGS-D]LS IAA APT-D:StiM 3 SHIN AS RE'0`D INSTALLATION ANCHOR se SCREW SHCATe+;NO cSEE NOTES) By GTHERS CAULK BETWEEN DOOR FLANGE TWO HY v0 t SHEATHING HY OTHERS 11 I X I r SHIMSACE W.— !-1/5' MIN. •--' EMBEDMENT TLICCO R SIDING Y DINERS SLI DING GLASS DOOR rRAME PERIMETER HEAD CAULK BY OTHERS u Li TEMPERED IGLASS (TYP.) r .::;.•sue. _ r+..) DOOR MAN f HEIGHT j s 1Dr uD A SLIDING GLASS. DOOR rRAME SILL D D EMBEDMENT 6 A 1-1/4' MUM. A D p LIBERALLY APPLY CAULK104 UNDER SILL Olt SET SILL lit BED\—INSTALLATION16'.A ANCHOR or -CONCRETE 3/I6 DNA. TA?CON. SECTION_A-A f— DOOR WIDTH SLIDING GLASS DOOR RAH JAM3 TEMPERED GLASS TYP.) PERIMETER . CAULK BY OTHERS SECTION B-B MAX. SHIN SPACE TWO BY WOOD 1-1/8 MIN l— BY OTHERS SLIDING GLASS DOOR SHIN AS RE(ra Haim( STRIP SEE NOTES) INSTALLATION ANCHOR 8 SCREW TWO BY WOOD BY OTHERS CAULK BETWEEN THOOK STRIP a SHEATHING ii V/ N INSTALLATION ANCHOR H SCREW EMBEDMENT CAULK BETWEEN DOOR FLANGE L SHEATHING 7$"EATHING SHEATHING BY OTHERS TEMPERED G7\TlSTUCCO (TYP.) CCO OR SIDINGORSIDINGBYOTHERSByOTHERSSLIDINGGLASSDOOR INTERLOCK HOOK STRIP DETAIL lii00R MATERIAL, M.IAUMDI ALLOT f01,2Y) to INSTALLATION SCREWS MKT K Or-SKrl=ld LENGTH TO ACMEvE MN CNKDACMT 6 I-1/f' INTO WOGA TAPCON_TiM I ET 713N ANC GRS AT SILL MUST K OrAdT' fe, "TN TO *aw MIL A c 0< 3-Vt' IRO MASOMIY dt tOK'KTi .... - ANCNOR CHT ON SAM Or THIS SWEET. 4) USCINSTAASICONINDDACRYLIICARCAULKKHIMO DOWrLANGE At HEAD I. JAMDS. S) USE SLiCONOZEDACRYLICCAULKTOR ERTMCTCR SEAL AROINO CxTCAIOR ON DOOR 4 3r CKACTDOORSIZEISNOTLISTEDINA04MONART. USE AHOa OUM1tITT LISTED VITHKKT LAGER SIZE. rOR W ARROrIOATE KSlGN lIKSi!!1E KO'A-• _.._ __ ... A . raw POCKET DOORSIZESuSC. 40SESt MASS i00R SIZE * CbK1GNRMtmNN to II IS ED WOK ND4 PLACEINSTALLATION Ak*ML IN fRONT Or MCOK SIQTP AS DHOvn b GLASS THICKNESS MAY VARY PC* 0EOUIRCHEMtS Or ASTM C1300 CLASS CHARTS DOOT vNT IS APPROVEDUSINGTUKRCD. GLASS 10 SINGLE Q;AZCD OC IM ULATING GLASS 10) J I /SILLCORNERSARETOKSCALEDWIIMASNNALLJOINT_SCAM SCALER _.. 1)) SHIN AS RCO'. D- AT IA SETOr JNSTALL47MM AhCPC . HAx. ALLOVAAC SHIM STACK TO -DC Wt•. 12' ALL I SIA" ATION ANNbCJK MUST K NAME Or CJRROSION RESISTANT MATCAJALS ib 1NERC , RfNKSEMTs -vm PANEL AND v R£rKSCM'.S rwo PANEL AI/ROVCD CWKA*ATMNS ARE ASLISTEDONNowCH.1RT ON SACK Or 7#0SHEtT. EXTERIOR, ELEVATION '" SEECTIO S `•°- AGr 'HOOK __ASCt"%AATo ,NSTAL°:"WrNW".:am0 4"°" ONrJ(AANLTIOtf. 2 PANEL DOOR SHOWN 15) rLONDA ExI*WMS Nm SERIES SLIDING GLAZE DOOR IS bOUR THIS RSA ALSO AF tXS TO 2000 SERIES AND sm SERIES. REV DESCRIPTION DATE INI EXTRUDERS SANrGRD FL_ TITLE: SLIDING GLASS DOOR INSTALLATION- WITH ' #I8 SCREWS" -' DRAWN BY: IS- APPROVED BY: 12002 ATE: I2/17/01 ! SCALE: NTS DWG IfLEMZ7 ;SKI t Dr A w0 t, matt L ANI.KAT7DA CaGENURKNG. ,t. 2:0 WCANATTO..L P.v). =X nL NC.IW W. LOCW, Dtt.t, -0-00i-361 r.N An-OO.O%s a:t L NU 1000 P.V DESIGNER SILL CTYPJ E8 X 3/4 SELF TAPPING SMS 1 X 2 X -1/8 TUBE MULLION SEALANT BETVEI wIMDOV FLANGE: L MULLION 8 X 3/4 SA"GESELF ' L ADD SA TAPPI G SMS HEAD (TYPJ SEALANT VEEM vtMwv wFMSECTION A —A (1) SIGNER3/ 4 SELF aNGSMS1 X 2 7/16 X 3/8 TUBE alLuoN tutULL' tion08 X 3/4 SELF 1000 SA TAMING SMS MEAD ( TYP.) nsE LA SECTION A -A Q FLANIM t MULLION 1000 P.VJDESIGNER SILL ( TYPE v&SEDLwA 08 X 3/4 SELF AT NVGCESET /' I X4X1/8 TUBE MULLION If X 3/4 SELF loco S,H. TAPPING SNS HEAD ( TV.) SECTION A —A (5) 1000 P.VJDESIGNER SILL ( TYP.) 08 X 3/4 SELF TAPPING SKIS IX2X3/ 8 TUBE MRRLM S X 3/4 SELF l000, LK-TAPPING SMS WAD ( TYPE -... . SECTION A -A (2) 1000. P.V DESIGNER SILL < m.) . 8 X 3/4 SELF TAPPING SMS 1 % 2 7/16 x 3/8 TUBE MILLION ,0 APPLIES TO HEAD & SILL WHERE 1' X 4' AUXKIARY PLATE DET L do Y X 4' TUBE MULUONS ARE USED CWIN AODTtEMAL AMOM VlEN RMOM SHEATHING 6 INSTALLATION ANCHOR •8 WOOD LL1DN . . SCREV (TYP.) EXTERNAL MULLION INSTALLATION CLIP TWO BY WOOD BUCK HY OTHERS IODO P.W./DESIGNER SILL ( TYPJ 8 X 3/4 SELF TAPPING SINS T/-' 2X4X3/ 9 TUBE MULLION t8 X 3/4 SELF 10W S.H. TAPPING SMS HEAD ( TYPE 1N8 TAPPING X 3/SMS SELF SECTION A —A (4) 1c00 P.VJDESIGNERHEAD ( TYPE ` SILL CTYP.) SECTION A -A (7) y+ I TAMING SNSF fo B' I X4X3/8 . r TUBE MILLI 2Zj h B8 X 3/4 SELF 1000 S.H.TAPPING SMS HEAD ( TYPJ SECTION A -A (6) 109b = . MULLION F APPLESTO HIM & SU MEREV x Y k I' X 2 711C. TUBEW110rb AR£ USM AIL IWAnM aeST& L1TM" Mom WOOD S[REW RYP) HOitR CLD• Li i/8' MIN EMBEDMENT ;. I I/B' MB• EMBEDMENT.. r"- A L A WTERNATION, 64 INC FLORIDAEXTRUDERSspMPD, >:LOP.IDArrrLE: SER .1000/1500 FIN SHEET 1 OF '2 TRIPLE HORIZONTAL MULLION SECTIONS " SEE OTHER SIDE ( SHEET 2-OF 2) FOR " DESIGN PRESSURE C_A.PACITIESRAIN BY: MSH APPROVED W. DATE: 2/6/02 SCAIE:NTS'-DWG. 1HMFINTR SEALANT FLANGES loco P.V DESIGNER TYPICAL M TO JAMS TO O'.RMB SILL CTYP.) & 2' XS TO JAMS UWOWHM 1" X 4" S. MULLION low P.v./DESIGNER k Y X 4" TUBE MUL1J014S ARE USED) Q SILL (TYPJ N8 X 3/4 SELFri8X3/4 SELF TA iPPDiMS TAPPINGSMSCONCRETE OR MASONRY—\ BY OTHERS IX2X1/ 8 IX2X3/8 TUBE MULLION TUBE MULLION 1 SEALANT BETWEEN OHE By VlX3D MULLDS FLORIIDA B.O.A.F. BUCK BY OTHERS G X 3/4 SELF . 1 SA TAPPING SMS HEAD CTYPJ SECTION A —A (t ) t " LLM 1000 P.V./DESIGNER SILL CTYPJ t8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION R8 X 3/4.SELF Fi 1000SNTAPPINGSMSHEAD CTYPJ SECTION A —A (2) 1000 P.VDESICNER 1000 P.V./IESIGNER INSTALLATION ANCHOR 3/16' WA TAPCON SCREV ANCHOR CM) EXTERNAL MULLION INSTALLATION CLIP U4A. LION r SILL (TYPJ SILL mr.) a 08 X 3/4 SELF s8 X 3/4 SELF TAPPINGSMS1X27/16 X 3/8 TAPPING SMS I TUBE MILLION /2 X 4 X 3/8 L1 1/4' MIN. TUBE MULLION EMBEDMENT SEALANT ZETVEEN VINDOV FLANGES VETVEEN L N LLIDN WNDOTOWW FLANGE t MULLION 6 X .3/4 SELF` 88 X 3/4 SELF 1000 S.M. TAPPING SMS -1000 . S.H. TAPPING SINS ILI HEAD (M.) HEAD CTYP1 FLANGESSEALANT SECTIONA —A (3) SECTION A —A (4) WINDOVBe x 3/4 SELF t UItB LB7CN TAPPING SMS 1000 P.W./DESIGNERSEALANT BETWEEN 1000 P.W./DESIGNER _ SILL CTYPJ WINDOW FLANGES SILL CTYPJ 1000 S)L il- Nk8 X 3/4 SELF MULLION #9 X 3/4 SELF HEAD CTYPJ TAPPING SMS MULLION TAPPING SMS 1 X 4 X 3/8 SECTIQN A —A (7) TUBE M 1 X 4 X IO ` TUBE MULLION L 8 X 3/4 SELF !8 X 3/4 SELF 1000 S.K TAPPING. SMS TAPPING SINS ' 920 HEAD CTYPJ 1MEAD CTYPJ 1ETML. 11 - . ..rr A r LEA..._. EtEYAT. QN YWEWED FROM -EXTERIOR' FLORIDA EXTRUDERS l,° F omuTmz: SER, 1000/150or FLANGE SHEET 1--OF. 2 TRIPLE - HORIZONTAL MULLION SECTIONS__ SEE OTHER SIDE (SHEET'. SHEET^2 OFrr ., 2> 'FOR DESIGN., PRESSURE CAPACITIES = DRAWN BY: MSH . AMftOVED BY. DAiF2/6/ 02 SCAM NTS : DVG.: "IHMFLGTR I= P.VJDESIGNER SILL .(TYPJ s8 X 3/4 SELF TAPPING SMS IX2X 1/8 TUBE MULLION SEALANT BETVEEN VINDDV FLANGES' i HAAMN SEALANT BCTVEIr B \—*8 X 3/4 SELFaFLANGESMULL1aNL1000S.M. TAPPING SMS HEAD (TYPJ EENFLANGES SECTION A —A (1) IDW P.VJDESIGNER SILL (TYPJ s8 X 3/4 SELF TAPPING SMS IX 2 7/16 X 1/8 TUBE IniLLIDN APPLIES TO HEAD do SILL WHERE 1" X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING IKSTALLATION ANCHOR s8 VDOD ' SCREV (TYPJ EXTERMAL MLLL113N INSTALLATION CLIP -- TVO BY WOOD s8 X 3/4 SE NTRAL FWBMA . D Y OTHER 1000 St1 -TAPPING SMS HEAD '(TYPJ XAMWACTUM IfAMULLIONSECTIONA —A (2) -. ZoRll f ' . p s .. ,._. _ T'A"I SILL SIGNER E1ypr1 6 3/4 SELF 1000 P.VJDESIGNER * r — A SMS L1X27/16 X 8 l IrA J TUBE MULLION3/4 SELF NGSMS 2 X 4"X3/8 . TUBE MULLIONSEALANT a. K LLIONLi SEALANT BETVEEN VDMV FLANGE a MA_LDDN to x 3/4 SELF SMS 1000 S M s8 X 3/4 SELF 1000TAPPING S HTAPPINGSMSHEAD (TYPJ HEAD (TYPJ E LAICTVCgx SECTION .A —A (3) SECTION A (4) a MULLION. . I P J SIGN£ R SEALANT BETVEL PW mPDESIGNER VDNBOV FLANGESt_MULLION 08 X'3/ 4 SELF " s8 X 3/4 SELF TAPPING SMS TAPPING SMS TUBE MULLION TUBE ' MULLION 10D0 P.VJDESIGNER SILL (TYPJ AUXILIARY PLATE WO ADDITIOUL ANCHM. VNEN DETAIL C se X 3/4 SELF TAPPING SMS iX2 X3/8 . TUBE MULLION — — as X 3/ 4 SELF \_s8 X 3/4 SELF TAPPING. SMS SN. TAPPING SMS 1000 Si1,... WAD (TYPJ .. HEAD "( TYPJ . . SECTION A —A ( 5) SECTION A —A (6) EMBEDMEN - 9IE91ED-FROM oamwR DETAIL APPLIES TO WAD A SILL -WHERE- 1' X 2' t 1' X 2 7/16-A $E M U1016 AST£ USED NyATION SAND= Nre wm sc v Ara NORIL.CUP.. s8 X 3/ 4 SELF, TAPPING SMS 1000 S.H. SECTION -A-A (7.) I1 NX HEAD (TYPJ FLORIDAEXTRUDERS >rr mAnONA'4 INc SAIMIM. F PMA t _ -TInxSER. 1000/ 1, 500 FIN SHEET L I OF 2- Suite!'HORIZONTAL MULLION SECTIONS h _ SEE OTHER SIDE ( SHEET 2 OF 2) FOR FDESIGN„PRESSURE ,CAPACITIES I WN BY. MSH APPROVED, BY: 2/6/02 scAtt- NTS" " OxG• IHMFINTW 8 SEA_.ANT aEiV'EEN vN, v0v FLANGES i n,.cL1 Igoe P:k10ESIGp;E; SIL: (TYP.) e8 X 3/4 SELF TAPPING SYS r-: X 2 X 1/8 TjEE KjL:IGN SEALANT 3:TVEe V.IIw"'v FLAI-GES' L fk wch G X 3/4 SELF 19C•2 SL. TAPP1N6 SMS S:AL4NT, vI>sBI1',/ FL SECTION A -A (1 ) L !eA r— 1000 P.V./DESIGNER SILL (TYP.) cS X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/6 TUBS MW-LION, SEALANT BETWEEN WINDOW F,-A.•GES L MULLION 09 x 3/4 SELF t000 S•M. TAPPING SMS HEAD CTYP.) SE"'Truls SECTION A -A (3) VINWV L MULLItA 1000 P.V./DESIGNER' SEALANT BET'/I£NSD1CTYP.) VINW f FLANGES r8 X 3/4 SELF L MULLION TOPPING S'4S dK K;LLN r- ICGC• P.V,lD-r S/GNER I SILL YP.) DE x 3/4 SELF TAPPI< SMS f :X 2X3/CI. B M _: oN TYPICAL :MULLION TO CONCRETE t JAMS AP FL£S TO .AMS WHERE I' X 4' k 2' X A' TUBE MUIIJOSM A..PE USED) Q CGNCRET-e OR MASZNRY BY OTHERS I iNE B`r Von— I CENTRa FLOR iA .O.AF. K BY OTHERS 4• XANMACTi NAW i 8 X 3f4 $E:i Q fIJ It I y. ICE' V. TA"rF1kG SY.S MAQITRTYf .) ITSt INSTALLATION ANDCR 3/16• ILIA. TAP=N SMV A..4C.R Q' C'TPJ EXiEAN4L - MUPLLICN INSTALLATION CLIP: SECTION A —A (2 , arc: P.V DESiG:tiER SILL ITYP., SIi1 C(YP.7 Q48X3/4 SELF -e8 x 3/4 SELF. TAPPING SMS !tiX27/16 X 3/8 TAPPING SMS TUBE MITLIM %2 X 4 X 3/8 , T1 LM' 1 - B MIN. B Mi,:. Y c'?IFEBiiEN, S_4LAXT BETWEEN lV4 CV FLANGE - L ILL GN t8 X 3/4 SELF 1 SAPPING SMS i+LAD (TYP.) SECTION A —A (4) r 1000 P.v./OESICICR SILL (TYP.). M8 X 3/4 SELF 7 ING SMS 1 X 4 X 3/8 S X 3/4 SELF `-48 X 3/4 SELF IMIU SR TAPPING SMS . IOvi SIi . TAPP14C SIN' 14EA2 CTYPJ WAD C;YP,) SQCT.Oh A --A (5) ' f T? N A_e aAy I L: ae X 3/4 SELF TAPPING SMS HEAD GIYP.) fi SECTION A (7) VIENED^FROM EXTERIOR 1 SER.:_ 100011500 fLANtE . SHcET -1 E_E, : 2 I TwIh HORIZONTAL MULLION SECTIONS" SFOE , nca S Eic : SriC.r. i 2 0r . c. r L,R DESIGWPRESSURE CAPACITIES .: y'DRAWN BY. MSH APPROVED BY: FEB .5. , ;DATE:2f4/^?" SCALE: s TS ' OlrG.: " ; i-fh,f LEiT`«, A. 1000 P.W DESIGNER SILL (TYPJ I SELF SMS 1X2X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES - MULLION i MGES 08 X 3/4 SELFL1000S.M.TAPPING SMS HEAD MP.) VVQ1OV FLANGES SECTION A —A (1) - 1000 P.W DESIGNER S]lL CTYP" i8 X 3/4 SELF TAPPING SMS . 1 X 2 7/16 X 1/8 yn TUBE MULLION SEALANT BETWEEN wPiWv FLANGES - t MULLION f8 X 3/4 SELF 1000 Sx _TAPPING SMS HEAD (TYPJ SEALANT "BETvEEN SECTION A —A Q WINDOW FLANGES 6 Muohl Iwo P.W DESIGNER SEALANT BVSILLCTYPJrLMUtJ_MNI #8 X 3/4 SELF SMSTAPPING/, 1 X 4 X 1/8 TUBE MULLION T t8 X 3/4SELF 1000,SJi TAPPING SMS. HEAD CTYP.) 1000 P.WJDESIGNER A ] IARY P1ATE APPLES TO HEAD & SILL WHERE 1* X 4' Stu (TYPJ TM ADKTDwu AKHML +ncu RCQMtM ... & 2- X 4- TUBE MULUONS ARE USED 9 X 3/4 SELF DETAIL C TAPPING SMS SHEATHING 1X2X3/8 TUBE MULLION C+ INSTALLATION ANCHOR f8 V= y SCREW (TYPJ. EXTERNAL MILLION INSTALLATIOM CLIP CEN' Rn FWIRWA B.®.A '° $r WooD K $Y OTHER t-1000 S.H. THINGSMSSELF ANWACi MM N • HEAD (TYPJ SECTION A -A (2) 18DO P.V./DESIGNER MAS Fazv, r -- A -- 08 X 3/4 SELF 1000 P.W DESIGNER TAPPING SMS SILL (TYPJ 1 ;, X 2 7/16 X 3/8 l L_ A / TUBE MILLION DS X 3/4 SELF TAPPING SMS 2.X4X3/8 TUBE MILLION SEALANT vbcwv FLANGE I. MLLLD]M . ItB X 3/4 SELF 1000 S!i TAPPING SMS MEAD CTYPJ SECTION A —A (4) 10DO P.W DESIGNER SILL (TYPJ lib X 3/4 SELF TAPPING SMS 1X4X 3/8 TUBE MULLION t8 X 3/4 SELF 1000 S.M. TAPPING SMS HEAD-(TYPJ SECTION A —A (6) 1 1/8, MIN. EMBEDMENT VIEWED FROM EX1EMOR DETAIL 8 aA°'UES 207/16a TUBEWLLpNS ARE USED TEN Amm to -wmD scj Ev .. cr;ca NORM CLIP B X 3/4 SELF TAPPING SMS I 1000 Sx SECTION A —A (7) 1 HEAD (TYPJ FLORIDA EXTRUDERS nON - N TT'rLE: SER, . 1000/1500 FIN` SHEET 1 -OF, 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2. OF 2) FOR DESIGN PRESSURE CAPACITIES '.. IDRAvN BY; MSH APPROVED BY: DATE:2/6/02 ISCAMNTS DWG. iHMFIN SEALANT B£ri•EEN VINDQV FLANGE - t )LIVi rE x 3/4 SEAF 1000 S.N TAPPING SMS HEAD (TYP.) SECTION A —A (4) 1000 P.W./DESIGNER SILL (TYP.) B8 x 3/4 SEt-F TA==PING SMS 1 X 4 X 3!8 LI B-7 K-LLiu+ WILME 000 F.V./;iESIGhER S:_L (TYP.) to x 2/4 SELF TAPPING SMS P. X 1/8 T.9E MULL;utir SEA-A.NY H£T'ri•.2 WiNxd FLA4tS- 2 trw.. t SEALA.N; 3ETWEENJ 1-s@ x 3/4 SELr L rotww .ANci.:^^3 Sx TAPPiNS't5r+ GAL. C4 YP.J SEAIavY BCTV-£,5 WIIaW FLAW,! SECTION .A —A (? i M A1131IWO rP.W./DESiG!*ER SILL ( TYP.) r x8 X 3/4 SELF TAPPING SMS 1x27nsx1/e TUBE MULLION SEALANT BETWEEN WINX- VFLM•ES- L MiLLIO)i 9 x 3/4 SELF 10GG S,H. TAPPING SMS HEAD < TYP.) SEALANT BETWEEN SECTION A -A (3) WINDOW FLA.N:r'_S i KLL1t)N F000 P.W /DESIG) R SEALANT SEtVEE!i SILL ( TYPO WINDO•r rLANGESL4 A9X3/4 SELF a NLLLLi7 j TAPPING SMS IX4x1/9 IUBI NULLfCC4 • 100: P.W DESIC•NERi IPfCALMULLiON TO CONCRETE C JAMB p I SILL CT F.) (AF?UES TO JAMe WERE 1 X dt 2' x 4' TUBE MULLIONS ARE USED) Q 3/ 4 SEj.= i TAPPING SMS I CONCRETE OR MASONRY BY CTi (ERS \ j i A Z Tu=_ u_.L:1a I i ONE. aY WI7C^s— BLC;< 5v OTHERS ! I!! CENTRAL . FW=A B.O.A.F. s8 X 3/4 S'a.. 1rf s TAPP!,; sMs 1AMACTURER.,NAMr: A , < rPJ t DRD.4 FX7'R cT J 3 INSTWA LATICN ANCHCi 3/i6' $iA TAPMN S:aEV ANCrICR :Ty*.) ExTERNAL KA-L;D.rINSTALLATION CLIP i vDt=RS ± , W SECTIONA —A (2) MASTS FYLw; ICZG a.W./LESIGr R f SILL ( TYF.) I K9X3/4 SELF Q 10, 10 P.W./DESIGNER TAPPIN SMSI % 2 7I15 % 3/8 SILl (TYPa TUB: MULLION I .- 1 1/4' MIN. sF % 3/4 SELF EMBEI)KNT TAPPINGSMS / TUBE MULLION TAP RE x.3/4 SELF TAPPING SMS ELEVATI S. S. SEC TIOItiA —A (7) i vsEWEC FROM EXTERIOR FLORIDA EXTRUDERS rNTERNAL , lard SANFORD. FLORIDA ITME-SER. .1000/ 1500 FLANGE SHEET 1 Or 2 HOR1ZONTAL MULLiGad SEE - IONS 1 SEE OTHER SIDE (SHE(SHEU2 !if ' 2, FOR i) 8 x 3/4 SELF #5 % 3/4 SELF DESIGN PRESSURE CAPACITIES 1: 00 S-ATAPPING SMS ``. om Ss... 'i h?pu44 S+S I HEAD tTYPa HEAD ( YP.) jDFiA1 N BY:IkSH APPROVED BY. _ ECT 3'+I .A-r"t .(5. SECTI ti .",-'A (: __... _ _ _..._..._.. i 1 _ J .._.;DATE: ! 4' ti 2 SCALE:iiTS. DWq.: IHM'LG' 1000 S.H. i x 2 x 1/8 1000 S.F1 JAMB (TYPJ TUBE MULLION JAMB (TYPJ i x 2 x 3/8 TUBE MULLION TWO BY WOOD DETAI L C K)CK BY OTHERS R9 X 1/2 SELF 8 X 1/2 SELF 11/9' MIN. TAPPING SMS TAPPING SNS EMBEDMENT I 2 x 4. x 3/8 SHEATHING EN SEALANT TUBE MULLION. INSTALLATIONANCH[U2 !8 WADVI F L MULLION FRAME N U LIDN SCREW (TYPE 08 X i-1/2 SELF 118 X 1=1/2 SELF_EXTERMAL MILLION TAPPING SMS TAPPING SMS INSTALLATION CLIP SECTION A -A (1) SECTION A —A .(2) : MULLION 1 X 2 7/16 x 1/8 1000 S.M. APPLIES TO HEAD do SILL WHERE i' X 4' 1000 S.H. TUBE MULLION 1000 S.H. I X 2 7/16 X 3/8 JAMB (TYPJ 2' X 4' TUBE MULLIONS ARE USED JAMB (TYPJ JAMB (TYPJ TUBE MULLION APPLIES TO HEAD do SILL WHERE 1- X 2' 1- X 2 7/16- TUBE MULLIONS ARE USED B8 X 1/2 SELF 09 X 1/2 SELF 99 X 1/2 SELF TAPPING SMS INSTALLATION AMC" TAPPING SMS TAPPING SMS DETAIL B 118 WOOD SCREW tYP BSI9P SILL CLIP KN- EM i8 X.1-i/2 SELFW&ANT BETWEEN TAPPING SMS FLU t IULLKIN 11/8' MIN.' Wi FRAME L y EMBEDMENTMU.LMN 8 x _1-1/2 SELF L..MUl.L10N s8 .x 1-1/2 SELF. SECTION A —A (7) sfrAYrrnc TAPPING SMS TAPPING SMS DETAIL C SECTION A -A ( SEGTION A —A (4) vmD ikwn6 8 XMLI./8LIO Q '• AUXILIARY PLATE TOR ADDITIONAL.At S. WHEN REOUIREB> TUBE MULLIO TUBE ys•Ey OFLO aR DA p - plocoS.K.00 S.H. F # JAMS (TH.YPJ JAMB (TYPJ D8 SELF TAPPING SMS CTYPJ r DETAIL II MU.I MN 09 x 1/2 SELF 8 x 1/2 SELF ELEVATION TAPPING SMS TAPPING SMS VIEWED FROM EXTERIOR v FLORIDA EXTRUDERS °NFoRma TrrW.SER. 1000/1500 FIN SHEET 1 OF 2VF8VERTICALMULLIONSECTIONSSEALANTBETWEENSEALANTBETWEEN r NWV FRAME MULLI SEE OTHER SIDE ( SHEET 2-OF 2)' FOR DESIGN PRESSURE CAPACITIESN6Xi=1/2 SELF _ ' R9 X..Iri/2 SELF TAPPING SMS TAPPING-SMS DRAWN BY: MSH APPROVED BY:: _ ..- SECTION A -A (5) SECTIONA—A (6) DATL:2/6/02 SCALE: NTS DTG.: IV IN y 1Xcxi/? 1000 IX2x3/8 TUBE ONE BYv'JOD_^ DVAIL C JP.?!e CTY?.) ML".-IuK ,;AM2 (TYF.) TU=::'Ul! iC•Vi j 3CCK BY 07SERS CONCRETE OR MASZNiY 1/ A' MIN. 11/4 1BY GTrr KS 9 X L2 SELF 8 X 1/2 SELF TAz;;; Nit S-usTAPPING S> S 1• EAX v. BETWEEN i - S .S%Citit MULI CYv'P.SSALAN TAAPLLLf4. NTI RA4 41e IEEE TaDE TAPPIN SMSArzTA-- s+S 1 I EISA !Fi CL:P 5EIQ{ N._- L— + 3 SECTiON A—f % j 1 "=!CA- MULLON ?Q CONK. TE 6 HIEAD M r_ ttGn T r 4::T JES T- HEAD do SILL WHEK 1 X 4 La itafitBMUL7/ A6LION TUE.MCLiI7hiX c iii6 x 3/fi 3009 E i - t i, A. 2" X uEr ML"1tCl:SA.4E USEC` lost S- ilcmv S.M. TUBE MLa.LIDN JAMB (TYPJ JAMY CTYP.) JAM3 ( TY?.) Qf—tt Me x :/2 SELF r-INSTALLATION ANCHOR S x 1/ 2 S-r 1 r8XI!2 SELF TAPPINS SUS I I 1 3/1V Di4 TAKEN TAP?Eti: SMSTAPPINGSMSSCREWANCHOR.CTYP.) 1 SILL CLIP SEALMiT S-ALANT BETViEN WIN FL:1 S 8 X 1- 1/2 SELF SEALANT BETVEEN TAPPINGSMSVINDGVFLANGESll:TYt VlMWW FLAI"S i WJAJON Q EM3csii'i7 109 e x1-1/2 SE a MuucaM SECTION A —A (7) L o, T- X :-:• 2SE TAPPING SMS. TAPPING :SMS DETAIL r PRECAST SILL BY ¢T gR$ SECTION A —A ( s: SECT;ON A —A (43 ; A_1xs_;ARY P1 ATa: tOR- ADATICNALAN- K RS, V EN REOUMED) Ix4Xi/e TUBEMULLIONiX 4X2/6 ! TUBE MULLION .©• ry' im". S-K lam S.M. JAMB (TYP.) JAMB ( Y?.) I M2 CC,_f TAonTW- SMS CTYPJ `— . - A T B I 1 O oe X 1/ 2 SELF lee X i!2 SELF YI£WEC X7ERfOR TAP?It YTSMSTAPPINGSMS ----- FLORIDA EXTRUDERS =°A nORW mu-SER. 1000/ 1500—FLANGE: SHEET I OF 2 VEK LA 1`". J_L i DN SET T 1LlNS SEALANT BETWEEN T\--08 SEALANT"IrTV- u— N I ,, . VINmv FLANGES. - - VINDOV tLANGES j SEc. I'ITHER SIDE ( SHEET -2-Or e x l- 1%2'Seu x 1-112 DESIGN, PRESSURE, CAPACITIES. TAPPING SNS _ TAPDiCr SMS FEB t DRAIPN E r;MSf SLC:1C1N' p— A lJe J l.aN3 H—A (o "- `APPROVED BY-. ;. t TATE:2/ 1 /CIE I SCALE: ?.ITS DWG-' :11M LC P6 low S-0 1! I X 2 X 1 /lacc S.4, 1 X X 3/8 JA!P '7Y-.) TUBE K-.-LICN :.Amz TYP.) TLAZ HLPL:12h 06 X 1/2 SELF 8 x 11v SELF 2 x 4 x 3/6 TUBE *AA:LL!34ri loCZ, S,--j xrwrtp A.4.8 (TYz,' V'f4DLnW VE X —12 SSLF L !-MILLM L &-i- 06 X '-!IE SELF axtHGVs TA.F?i*4n- Sms SEC -LION A -A (I SECT:Q,*N A A I x 2 746 x 1/9 1 Y -2 7/16 X 3/B 1020 S-L IUBC TUM KJv---!M JAMS ITYP.- JAMS ITYP-1 8 x 1/2 SELF !G X 112 SELF TAPPING SMS !APPINr, sms TYPICAL VER';CAL TO i4,4R'ZC%7AL MULLION TO MULL*4 DE -AIL R 2X P;!'-L iNTERNAL CLU 8 x A/-: SS-1 TAPP;-.0 SKS I 1.X DIR 2X MJLL (Typ.) INSTAL-,ATMi ANCMGQ I , ., SEALANT BEWEEN , DUL TAPMM W,NDOV -,LAt4GES 1- \— #8 X 1-1/2 SELF ", tav AMcrcQ Cryp.) IL" T11PI'l< SMS 1i SECTION A -A 121) SP-L C; -Z RZ sSEA,ANT KTNtMN SEA,.ANT BETWEEN wInDow FLARMS WN1074 FLANGE \-.e x 1-1/2 SELFLMLLLMNLMWD41APP1N*-S14S e x I v2 StLr TAPPING SMS, SE9 C)N -AE! SECT. -ON A- AJ4 I X 4 X l/e I X 4 X 3/8 TUBE WLL MN TUVC;j!%5Ll0NU PLO low S.M. , sull eIWC SJj% .—, A TYr-i 1111ASIza 9 X1/2 S-ELF #11X 1/2 SELF TAPPING NG SMSTAFFING SMS SEALANT BETVCEM SEALANT BET;,--M WltdMW FLANGES mmv rLAI*-rS —V to X 1-1/2 SEL.- L MJLLtDK S WLUON, TAMNIG Sm-S 8 X1-112 SELF SECTION A — A (5 TAPPM SMS SIC TQN A —A t-6 11/ 4' RIK EMEZDKNT PqECAST SILL 3y OTHM I (F:; Z A=jTMKAL A.NC-MS. WHEN REWIRED, 0 ICR FLORIDA EXTRUDERS wmAn"Nu, 'Nc SgftlW,' FWfOA am-SER 1666/1500 FLANGE SHEET. 11 OF-:2 W VERTICAL MULLIOINT , INTO HORIZONTALSEE OTHER SIrt- (SLIEET-2 OF 2) -;7OR DESI,GN. PRESS,URE CAPACITIES. RAWN BY. POSH: APPROVED` W. ATE -2/ 6/02 , ISCALE: INN TS DWC.: 1 VM.HMFLG., 3/ SEALANT FBETW,EE APPLIES TO HEAD & SILL INHERE I" X 4•WINDOW - t M1LLUR AuX m w ATc DETAIL C & 2" X 4' TUBE MULLIONS ARE USED sae AnmUNAL Ate,-VNW RCWW.02000P.V./SIGNER * TAP P.W./DESIGNER SILL (TYPJ 0 . V_Ds9 X 3/4 SELFX 3/4 SELF SHEATHINGTAPPINGSMSPINGSMS I X 2 7/16 X 1/81 X 2 7/16 X 3/8 © —Q 10 TUBE MULL TUBE MILLION D9STALlATIav ANCFiiR i8 VOID SEALANT BETVSEN SCREV (T1PJ VD1DW FLAWGES O t MILLION r2CA XTERNAL ' LION TWO BY VOODSTALLATION CLIP BUCK BY •QTHER i9 X 3/4 SELFX 3/4 SELF 1000 SA TAPPING SMS TAPPING SNS fA>LLIDri.. . MEAD (TYPJ MEAD CTYPJ 2000 P.V DESIGNER TO WAD t SaL NR1fRE I' X 2' SECTION A —A (21 SILL CTYPJSECTIONA —A (1) DET2/ 16' n S ArsE Lie R8 X 3/4 SELF TAPPING SMS . 2X4 X3/8 TUBE MALLmN WN—LATION ANC pv000 SCAEv CENTRi L FLORMA B•O'A"F• SEALANT, rtjm> rvEE N`"POIrAz' a:P. Aw iwumm FLANGE SQAjD s t lulli0i us• MIN ENBEDIWENT ' I/r mix F # SEALANT SETWEEN VDaW F V WVFL TA'18PPINGSMS 3. 14F t Mq.LMN t MILLION L.... A / 2000 P.V DESIGNER 2000 P.V DESIGNER HEAD T HEADCTYPJSILLCTYPJSILLCTYPJ0 9x 3/4 SELF NB X 3/4 SELF SECTION A —A , TAPPVC SMS TAPPING SMS 1 X4X1/8 1 X 4X3/8. TUBE MULLIQN TUNE MILLION FLORIDA . EXTRUDERS IrnTmT'oN'v„ me SANFORD, PWWA' SER. 2000 _ FIN SHEET 1 ; OF 2 _ r. ' irt21d' HORIZONTAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2, OFJ 2) FOR TA x 3i4. SELF e x 3/4 SELF DES:I GN i'RESSURE uCAPAC I T IES .., 1000TAPPINGSMS1000SxTAPPINGSMSHEAD CTYPS HEAD (TYPJ I EB 4W DRAW BY. MSH APPROVED sir: SECTIONA —A (3) SECTION A -A (4) DArE:2/b/02 SCALE NTS D1fG.: 2HMF IIVTR TYPICAL MULLION TO CONCRETE O JAWS APPLIES TO JAMB WHERE I' X 4' DETAfL B k 2t X 4' TUBE MULLIONS ARE USED) Q 2000 P.VJDESIGNER 2000 P.WDESIGNER SILL (TYP.) N8 X 3/4 SELF r SILL (TYP.) 18 X.3/4 SELF CONCRETE OR MASONRY_ BY OTHERS TAPPING SMS TAPPING SMS 1 X 2 7/16 X 1/8 1 X 2 7/16 X 3/8 INSTALLATION AN 316'M, TUBE MULLION TUBE MULION ONE BY V D EXTERNAL' MLLD1 INSTALLATION CLIP BUCIC BY l]Th RS SEALANT KTvEENFLANSAVIETWEENVINIXIVFLANGES t M umm L MILLION 2000 P.VJDESIGNER .' MILLION 8 X 3/4 SELF 88 X 3. SELF . SILL <TYPJ 2000 SJi TAPParG`SMS 2 SJ1 TAPPING SMS HEAD CTYPJ HEAD CTYPJ R8 X 3/4 SELF SECTION A —A (1) SECTION A —A (2) TAPPING SMS 2X4X3/8 TUBE KXJ-I BI Q g.®.A.• L11/4' EMBEDMENT Y, cwrwjl IC K+ SEALANT rAmv EN A L MULLION IPA K P 48 X 3/4 SELF SEALANTE Av F TAPPING'SMS,.. VINDL MULLD7N 2060 2000 P.V./DESIGNER 2000 P.VJDESIGNER HEAD CTYPJ SILL CTYPJ-SILL.CTYPJ SECTION A —A -(S) N8 X 3/4 SELF Is X 3/4 SELF _ TAPPING SMS gTAPPING SMS -, 1X4X1/81X4X3/8 TUBE MULLIONTUBE MULLION TI VIEWED. FROM EXTERIOR S WT"&FLbRID '-'EXTRUDERS n RxATiONAL INC VINDON FLANGES 3A"ORD, FWRMALIMLIO,. SER. ,2OQQ,;FLANGE SHEET= I--17 TRIPLE HORIZONTAL MULLION_,SECT;IONS . t8 X 3/4 SELF 9 X 3/4 SELFTAPPING =SAPPING SMS SEE OTHER SIDE <SHEET 2 OF .'2) FOR6002000 W- a MP _ HEAD(TYPJ DESIGN PRESSURE. -:CAPACITIES'.. SECTION A A (3) SECTION A —A (4) i 8 $2002 DRiwN BY:MSH APPRCYED HY - 2DATE:-2-/6/0se tE: T-. fprG..2HMFL-GTR 9 2000 S.ti 1. 1 X 2 7/16 X 1/8 2000 &K i X 2 7/16 X 3/8 JAMB (TYP.) TUBE MULLION JAMB MP.) TUBE MULLION DETAIL C T pjr-AL YEffric& TO mmoNTAL 11UCUON TO MULLION r8 X 1/2 SELF D t8 X 1/2 SELF r- TAPPING SMS TAPPING SNS WTAU.ATMN SCREW INTERNAL CLIP--,, 2X4_X3/8 '. TUBE MILLION SEALANT pETVEEN'.. SEALANT BETWEEN, t8 X 1-1%2 SELF - 2000 Si WINDO W FLANGES Vh100W FIANC£s_ TAPPING'SNS JAMB (TYP.) t'MUJ.TN s Mu mN .. L IX OR 2X MULL i8-X i-1/2 SELF TAPPING SMS c DETAIL B i8 X 1/2 SELF SECTION A —A (tl SECTION A -A (21 TAPPING SMS tnsrALutmN mom 3/W' DIA. TAPCCNLSCREWANCHDRIn', 1 X 4 X 3/8 SILL CLIP1X4Xv8 _ TUBE MULLION TUBE NULLIGN A 2000 StI 2000 Sii VIMBOV n_ANGES TAPPING SMS V 1 1/4' NIN 4B (TYP) JAMB (tYPJ Q ENK1rt1.1.7ON _ 1 DNENT SECTION A—A'(5) .. • Q • PRECAST rn L BY an*3ts N8 x v2 SELF D8 x 1/2 SELF _ AUXILIARY" PULTE TAPPING- SMS TAPPING SNS OMR ABBITD?IAL ANCHORS, WHEN REQUIRED) o 0tAuwt :pEjVEEN SEALANTTVEEn i8 X 1-1/2 SELF WINDOW FLANGES TAPPING SMSMMIWFLANGES MU'LION •8 X 1-1/2 SELF L MULMN A A TAPPING SMS NU.L10N . SECTION A -A (3) SECTION A —A. (4 8SELF TAPPING _ SNS NTYP.) WTATL I fl. EVAT QN MEM FRAM EVEI80R FLOC, ..• FLORIDA EXTRUDERS n°>nA Tmz: SER.. 2000 FLANGE SHEET '1 flF 2 VERT I CAL-- MULL ION I NTO HIIR 1201 TAL17 _._. SEE OTHER SIDE° CSHEET-2 OF 2) FOR_: DESIGN -PRESSURE' CAPAC I TaI ES 18 2( 2 Dasirx »: JBH A>ovmr: DATL2/2/ 0 .';r,% :NTS— MM.—_-_.2VWh FLG : - 1X 13R 2X MULL i AMIJARY PLATE OW ADMTMWL ANCHM, WHEN REOIIDIM Li'iTi•'a,a.'f j..A,iN. O DETAIL C APPUES TO HERO & SILL WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING FcwRro JZ59r` o 0 INDOW FLANGES MA $ INSTALLATION ANCHOR r8 WOOD L MULLION SCREV (TYPJ 2DQ0 P.WDESIGNER 2m P.V DESI1GNER SILL (TYPJ SILL TTYPJ - Q OTA X 3/4 SELF t8 X 3/4 SELF EXTERNAL MULLION PING SMS. TAPPING SMS INSTALLATION CLIP TWO BY WOOD BUCK BY OTHERS IX27/16X1/8 1X27/16X3/8 TUBE MULLION ` TUBE MULLION MLILLiON _ SEALANT BETWEEN WD(DW FLANGES ecT'nLMUL.IION 2M P.V DESIGNER SILL (TYPJ X 3/4SELF M8 X 3/4 SELF \ IWO S.H. TAPPING SMS low S.H. TAPPING SMS 68 X 3/4 SELF t_ A / HEAD ( TYP.) HEAD (TYPJ / TAPPING SMS 2x4x3/ 8 /V/.^_ FCTIONA —A (1) SECTION A —A 0I TUBE MlALION SEALANT BETWEEN SEALANT RETVEEN WINDOW WINDOW FLANGES L MLLLIDN t MULLION 2= P.V./DESIGNER SILL : TYPJ 68 X 3/4 SELF TAPPING SMS 1X 4 X1/8, TUBE MULLION 8 X 3/4 SELF 1000 S.M. TAPPING SMS HEAD ( TYPJ , ION L A f 3) I 1/8' M EMBEDMEN FJ EVATON SEALANT FJCTVEENLANGEVIEWED! FI M OMMR VINDaW. ,. APPLIES TO TOME0,& UL MR E 1' X 2' t'MLILLION @_. k_7•...X 2 7/16'-TUBE MULLIONS ARE USED SWATH" ALUTm ANCHOR S6 VOOD SCREW CTTPJ EM P,W./DESIGNER 69 X 3/4 SELF 1oR1L CLIP r SILL (TYPJ' TAPPING SMS jLFTnaPINGSMSIWOSjKSECTIONA -A (5) 1 X 4 X 3/8 HEAD (TYPJ LEMDEDnp TTUBE MILLION FLORIDA EXTRUDERS_ s D° Fw=a MIM SER. 2000 FIN SHEET 1 OF .2 ya TWIN HORIZONTAL MULLION SECTIONS T SEEOTHERSIDE (SHEET 2 OF:2) FOR . e x 3/4 SELF DESIGN PRESSURE CAPACITIES t000 sx TAPPING sMs f 2020 = HEAD ( TYPJ DRAWN BY: MSH APPROQED: SY. - SECTION A —A (4) DAM2/6/02 SCALE:NTS- nxG.:.: 2HMF^INTW TYPICAL MUUJON TO CONCRETE • JAMB' APPLIES TO JAMB WHERE I' X 4- DETAIL B 2' X 4- TUBE MUWQNS ARE USED) Q CMCR£TE OR MASONRY'1 2000 P.V DESIGNER POW P.VJDESI.GNER BY OTHERS SILL (TYP.) SILL CTYP.) IMSTALLATEN AN01OR 3/16' DNA. 48 X 3/4 SELF 09 X 3/4 SELF TAPCON SCREV mom CTYPJ TAPPING SMS - TAPPING SMS EXTERNAL MULLION 1 X 2 7/16 X 1/8 1 X 2 7/16 X 3/8 ONE BY VDDD' INSTALLATION CUP TUBE MULLION TUBE KA.LMN HOCK BY.DTHERS_ Q SEALANT VETVEEN V fLANGEi WlNww FL t MULLION t MILLION t* TA"l IGNER SILL X 3/4 SELF. _ t8 X 3/4 SELF •8 X 3/4 SELF .PING SMS 2000 SJi TAPPING SMS TAPPING SMS2000SJi. 2 X' 4 , X 3/8 HEAD CTYPJ HEAD CTYPJ TUBE 7QJLLMN Q SECTION A -A W SECTION A —A (2) ISEALANTBETVEEL11/4' MIN. WOW FLANGE GEEMBEDMENT t MUILLM N J jL"R NAME: SEALANT HETVEEN 08 X 3/4 SE TAPPING SMS A VDWV FLANGES t MILLION 2000 P.WDESIGHER 2000 P.V./DESIGNER 2000 SJi HEAD CTYPJ SILL CTYPJ SILL (TYP.) SECTION A -A (S) f8 X 3/4 SELF TAPPING SMS A8 X 3/4 SELF TAPPING SMS i X 4 X 1/8 I X-4 X 3/8 TUBE MULLION TUBE MULUt1N/ MEWED FROM,EXTEMOR INTERNATIONAL, INC FLORIDAEXTRUDERSaMFOM, PMA VINDCV H DESr• t MLL1.IDN Thl SER.: 2000.FLANGE. -SHEET-I OF-2- _ TGIN HORIZONTAL"MULLIbN'`$E>rTIi7NS i8 X 3/4 SELF TAPPD4r' sMs a X 3/4 SELF TAMPItNG SMs 01B SEE OTHER SIDE (SHEET-2 OF-2)-FOR 2000 Paco S" HEAD CTYP.) DESIGN, PRESSURE-, CAPACITIES _. MEADCTYP.) SECTION A -A: (3) - SECTION A —A A nxsirtr By. MSH _. AtrnaOvtD.cz. ; r.°, x 2HMFL; GT41 14 AUXILIARY PLATE APPLIES TO HEAD do SILL WHERE 1' X 4' WIN A9e17MMA1. ANCHOM %AEN AC & 2' X 4' TUBE MULLIONS ARE USED O DETAIL CCEiV`TRAL FLORMA R.O.A.F. MANNA MM NAM: SHEATHING O O FGoR/of F uOt S -- SEALANT BETWEEN MA9M FILE # 7 »ALMNINSTALLATION ANCHOR •9 WOOD W1NDOvFLANGESscaEv <TrPJ aMULLION2000 P.WDEStGNER 2000 P.V DESIGNER ,.- SILL. CT1fPJ SILL (TYPJ t 8 X 3/4 SELF 118 X 3/4 SELF EXTERNAL ACLIPMILLION TAPPING SMS TAPPING SMS TWO BY WOOD BUCK BY OTHERS IX27/16XL8 IX 27/16.X3/8 TUBE MULLION TUNE NUIION MULLION SEALANT BETWEEN WINDOW FLANGES .. . a MULLION WTAIL C Tom.. A X--08 X 3/4 SELF 1000 Sx TAPPING SMS HEAD MP.) ' SECTION A — A (1) SEALANT BETWEEN SEALANvv4wvT LANG ES WMMMULLFLANGES a MULLION MULLION 2000P. V./DESIGNERSILL (TYPJ T X 3/ 4 SELF TAPPDIG SMS 1X4X1/8 TUBE MULLION - 2000 P. Y./DESIGNER SILL CTYPJ *, / f8 X 3/4 SELF L" A 1000 Sit TAPPING SMS 08 X 3/4 HEAD CTYPJ TAPPING SMS 2 X 4 X3/$ SECTION A — A (2) TUN£ raltLlDN T EMBEDMEN BiYdIIgtl .. SEALANT BETWEEN VIEWED FROM,EXTERIOR M00v FLANGE DETAIL B APPLIES TO WOO t SILL WHERE t• x Y L aMULLmNerYx27/15' TUBE MULLIONS ARE USED acAIW4 Tim Now SECTION A — A (5) IS V= 2000 P. W./DESIGNERHMM CLIP r ISILL ( TM) TAX 3%4 SELF TAPPING SMS 8 X 3/4 SELF TAPPING SMS 1000 S.H. I X 4 X 3/8 HEAD (TYPJ L TUBE MULLION FLORIDA, EXTRUDERS II"PERi+t m, - F L; i A SAHFORD, . FLORIDATmz. SER , 2000 f IN SHEET 1 OF.. J HORIZONTAL' MULLIONI-SECTiONS 7t, SEE OTHER SIDE (SHEET 2, OF. 23 • FOR fie x . 3/4 SELF s8 X 3/4 SELF DESIGN PRESSURE -CAPACITIES. TAPPjtiG SMS TAPPING -SMS 1000 'S1i _ two S H 8 HEAD Mp.) HEAD (TYP) DRAWN BY: M$H ::., _ APPRDVED EY . '_ SECTION A — A (3) SECTION A —A (4) DATE:2/6/02 SCAt.E:NTS -* DWG: -21-tMf I:N;.-. - S SEALANT BETWEEN SEALANT BETWEEN MA.wF VVIMIV FLANGES 2000 P.Y./DESIGNER 2000 P.W.*XSIGNER SILL CTTPJ rSILL CTYPJ N8 X 3/4 SELF r ITB-X 2/4 SELF TAPPING SMS TAPPING SMS1X 2 7/16 X 1 X 2 7/16 X 1/8 TUBE MULLMN I TUBE 1XLMN B8 X 3/4 SELF 88 X 3/4 SELF 2000 S.N. TAPPING SMS 2000 M TAPPING SNS HEAD CTYPJ HEAD (TYP.) . SECTION A -A (1) SECTION A -A (2) SEALANT BETWEEN VDWV FLANGE L NULMN FL Uo A' ' NUF o SEALAWv4wNT fA FLAT L M ulm L MLLIDr1 41ftIGNER _ 2000 P.WJDESIGNER SILL CTTPJ X 3/4 SELF Tt8 X 3/4 SELF PPING SMS TAPPING SMS 1.X4XIA IX4X3/9 TUBE MULLION TUBE MULIITN I 9 X 3/4 SELF $9 X 3/4SELF TAPPING, SMS TAPPING SNS sit -. _ tMEADtTYPJ . FEAD CT P.) 1 SECTION A -A -(3) sECT10N A -A (4) raVAL MULLION TO CONCRETE O JAMS TO JAYS WHERE 1' X 4' MAIL B 2- X 4' TUBE MULLMNS ARE USED) Q r HY OTHERS NASIINRY INSTALLATMN A cHm 3/16• DIA TAPaw SCREW AKHOR CTYPJ EXTERNAL NULLMN v8 ONE BT LIt14D T CLIP HOCK BT.OTHERS 4lk 2000 P.YDESICBTER Mf. LMN SILL CTYPS f8 X 3/4 SELF ' TAPPING SMS ' > 2_ X'4 X 3/8 TUBE MULLION Q 1+ 1 U4' HIK EMBEDMENT . ff t8 X 3/4 SELF TAPPING SMS 2000 SA HEAD CTYPJ -. SECTION A -A (5i ELEVATION VIE140 FROM EXTERIOR FLORIDA: EXTRUDERS two rwpmA SAI+iI'4iiD. FLORIDA r TM&- SER. 2000 ; FLANGE SHEET;-1 OF- 2 N' HORIZONTAL MULLION SECTIONS SEE OTHER SIDE <SHEET 2 OF 2) FOa e f!f(14 DESIGN M,5SURECAPACI IES = ' T) iuwx BY MSH am SA 1 X 2 7/16 X t/9 A" (TYP.) JAMB (TYP.) TUBE MULLION 8 X 1/2 SELF doTAPPINGSNS TWO BY WOOD DUCK BY OTHERS EMBEDMENT 1 )(2 7/16 X 3/9 TUBE MILLION 2 X 4 X VS SHEATHINGTUBEMULLION X #8 Iii SELFX INSTALLATION ANC #8 VWDTAPPINGSMSSCREV (TYP.) EXTERNAL MILLION INSTALLATION CLIP 2000 S.H. KLLMN JAMB (TYP.) APPLIES -To HEAD &,SiLL WHERE I' X 4 2' X 4' TUBE MULLIONS ARE USED SEALANT ICTWEEN SEALANT Kr4m VVAW FRAME VINM FRAME KA-Law i MAJIM 8 X 1-1/2 SELF #8 x I -in my TAPPING SMS TAPPING SMS SECTION A —A (1) SECTION A —A (2 CENTRAL FLORIDA B.O.A.-F. MANUFACTURER NAME: God= lem9la&Z - -- 14ALSM FIM I X 4 X 1/8 1 X 4^X 3/8 TUBE MULLMN -TJJK MULLION ml SxL 2000 S.H. JAMB (TYP.) JAMB (TYP.) n Ita x 1/2 SELF 18 X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN WINDOV FRAME VINWV FRAME MULLMN i MULLMN 8 X 1-1/2 SELF-- 9_X 1-1/2 SELF TAPPING- SMS TAPPING, SMS SECT -ION A —A SECTION A —A (4) T#8 X 1/2 SELF APPLIES TO HEAD & SILL WHERE 1" X 2" A8PPING SNS & V X 2-7/16- TUBE MULLIONS ARE USEDINow14m INSTALLATION ANCHM r DETAIL B its VOIDSCREV TYp.) I d4q= SILL CLIP 8 x 1-1/2 SELF VINDOV FLANGES TAPPING SMIS 16 MLLLMN 1 1/8' MIN. EMREJ)WmT SECTION A —A L51SWATMW , DETAIL C VUW, FRAM" AUXILMY- EJAX- FMlADDtTj&& AL_ANMI3RS._!WHEII REMMMM V A 8 SELF. TAPPM SMS CTYP.>, DETAIL 9 MJLLiON EL VI ; FROM EXTERIOR FLORIDA!, - EXTRUDERS ""mNA"O" Dic SA" 00, np=A Tmz: SER.' 2000r FIN SHEET 1,0F 2 VERTICAL . MULLION: SECTIONS' SEE OTHER SIDE (tHEET 2 OF .2)1.-!FOR DESIGN PRESSURE: -CAPACITIES MSH App DRAINBY.:ROVED'BY- ISCALE: NTS IDIM-4. 2VMFIN 2000 SR /-I,X 2 7/16 X 1/8 2000 S.M. I X 2 7/16 X 3/9 Q (TYP.) TUBE MULLION JAMB CTYPJ TUBE MULLION ONE BY WOOD QETML Q BUM BY OTHERS CONCRETE OR MASONRY 1 1/4' MIN. BY OTHERS EMBEDMENT 4 6 X 1/2 SELF #8 X 1/2 SELF 1 TAPPING SMS TAPPING SMS SEACANT BETEEN VINDOV FLANGES L WAAJOH 9 X I-1/2 SELF TAPPING SMS SECTION A -A (1) I X 4 X t/9 TUBE MULLION ANCHOR 4fL6 w ' I- I I - SCREWREW ANCHOR (TYP.) EXTERNAL MAIM INST2x4X3/9 ALLATION CLIP TUBE MLLSEALANTiETWEENLION WINDOW FLANGES MULLIM S.H. TIMM-MULUON TO CONCRETE 0 HEAD 9 X 1-1/2 SELF JAMB (TYP.) WJJ_ION (APPLIES TO: - HEAD A Sli-WHERE I- X 4' TAPPING SMSyp" _X'4', TUBE UUUJOKS; ARE USED) w SECTION A -A (2) DEMNL' X L/2 -SELF TAPPING SMS TIM ANCHORI 3/16* DIA. TAPCOM IIX4X3/8. SCREW ANCHOR CM.) TUBE MULLION SILL CLIP 1-1/2 SELFSEALANr-BETWEENTAPPIMWNG.. VINMV -FLANGES a x L NUUMN 1 1/4' MIN. C ENBEDMENTSECTIONAA - DETAIL C- I,—PRECAST -07HM 06 X 1-12 SELF TAPPING SMS BETWEEN' SEALANT BETWEEN WINDOW FLANGES WINDOW FLANGES MULLION & MULLION ANCHUtS r" Ft E) D 08 X 1-1/2 SELF to X 1-1/2 SELF SMS CTYP.) —\.- TAPPING SMS TAPPING SMS ELF -WON sEcnQN, A —A SECTION A -A (4) VIEWED FROM EXTERIOR FLORIDA., EXTRUDERS suemo• wl', `c jpjgR - NAIMMANUFACII., TM& SER. 200-O.-F-LANGE SHEET-t -I -,[!Fz 2; zo 11 %VERTICAL MULLINISECTIMS-- -- JqgaTMF"I# S-1-DE,-k-SHEE-T., SEE OT. -13F-12I - 18 20 DESIGN PRESSURE ITI ES,, _ lvr ab" PRODUCT CONTROL NOTICE Or ACCEPTANCE Prcmdor Entry' Systems 911 E. Jefcrson, P.O. Box 76 Pittsburgh ,KS 66762 MIAIVII-DADS COUNTY. FLORI METRO-DADE FLAGLER BUILDI BUILDING CODE COMPLIANCE OFF) METRO -DADS FLACiLER nUll r?I 140 %V1Xr rLAGLER S"rRCi137T. SUI'Ct: I MIAMI, FLORIDA 33130.1 305) 375-2901 FAX (305) 375.2 mtcrwt.r, ron mci:Nsv4c sxc r; 303) 375.2527 FAX (3n5) 37$-: co,wit, rolt rNvottct ,%ir4yr mvis 305) 373.29" FAX (105) 37S.: Pttot)ucr CONTROL UIVIs 305) 37S-2902 FAX (305) 3724 Your application for Notice of Acceptance (NOA) of Etttergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal 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 I product or material at any time from a jobsite or manufacturer's plant for quality control testing. If I product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material faits to meet the requirements of the South Flor Building Code. The expense of such testing will be incurred by the manufacturer. c-' ACCEPTANCE NO.: 01-0314.2i EXPIRES: 04/02/2000 Raul ttounguez Chicf Product Control Division THIS IS THE COVSRSIJEET, SEE ADDITIO`IAL PAGES FOR SPECIFIC AND GCtNER,%L This application for Product Approval has been reviewed by the BCCO and approved by the BuildiCodeandProductReviewCommitteetobeusedinNliami-Dade County, Florida under the conditions forth above. APPROVED: 06/05/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Orlic Prgmdor Entry Systems ACCEPTANCE No.: _ 01-0314.25 APPROVED ; JUN 0 5 2009 EXPIRES : _ April 02, 2006 NOTICE OF ACCEPTANCE:: SPECICIC CONDITIONS I. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepts designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 21 not exceed the Design Pressure hating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-NV/E Instving Clazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constricted in strict compliance with the follo% documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Prcmdor (Entcrgy Sr. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.: This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. door units shall include all components described in the active ieafo this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang .such that tiie ang!c between the edge of canopy or overhang to sill is*lcss 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 protection system (shutters): the installation of this unit will require a hurri, protection system. S. LABELING 5.1 Each unit shall bear a pern»ancnt label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING I',ERMIT.REQUIREINIENTS 6.1 Application for building permit shall be accompanied 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 (lie proposed installatio 6.1.3 Any other documents required by the Building Official or the South Florida Building Co. SFBC) in order to properly evaluate the install 'on of this system. tvianu 1 Perez, P.E. Product CoC Exan: Product Control Division Prcmdor Enter Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE. STANDARD CONDITIONS t. Renewal of this Acccptancc (approval) shall be considered after a renewal application has been fi, and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. . If the Acceptance holder has not complied with all the requirements of this acceptor including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for terruination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate feel and granted by this office. S. 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 followed by the expiration date may be displaycd in advertising literature. irony portion of the Notice of Acceptance is displaycd, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and 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 Acceptance shall be cause for termination and removal Acceptance. 9. This Noticc of Acceptance consists of pages 1, 2 and this last page 3. END OFTHIS ACCEI'"Ai`10E Manuefterez, P.E.; Product Contr xam Produ 'ntrol Division COP-WL-MA0100.02 J FIBERGLASS DOORS Glazed Units 6'8" Height — Inswing 2'6" X 2'8" COP-WL-MA0141-02 02-0419.08 52.0 NO 2'10" (Application Filed) 3'0" 37 Not Listed Not Listed — — X0, OX, OXO i 2'8" + 1'0" COP-WL-MA0143-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 17 2'10" + 1'0" 210" + 11" 3'0" + 1'0" 3'0" + 1'2" l'O" + 2'8" + 1'0" COP-WL-MA0144-02 02.0419.08 Application Filed) 52.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" J 1'0" + 2'8" + 1'0" I V' , 37 + l'0" 17' + 2'10" + 1'2" 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2T + 2'8" 2'10" + 2'10" + 2'l0" 37 + 3'0" + 3'0" XX, OXX0 I 1 21" + 2'8" COP-WL-MA0142-02 02.0419.08 Application Filed) 52.0 i NO i 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COPVL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2 8" ; 2'8" + 2'8" + 2'8- 2'10" + 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown In the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (wWW-masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads forbuildingsandotherstructures). National, state or local but?ding codes specify the edition required. 5. Masonile International structural, cyclic, air, wafer, forced entry/or Impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, P.A202 & PA2:,3. O ale aft AR EK 1+Inv iar"L, I,wts uun"e w-.4..-w rAwp"owyDe.n 1 yt/.n,,..a1..uJT •/. G'nf/m Apr ti. iODi o. ..y sr..r OW rrapnW!1p popoq p1py,,,n pNpPrimeM mNrs roer IKNanl, eesip" )nra000r1 Masonite international Corporation COP-WL-MA0100-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Owswing 1 COP-WL•MA0161-02 f i f 02-0418.03 Application Filled) t' *' . 55.0 1 •. >, NO Arrangement X X0, OK OXO it i 1 d 2'v" 2'6" 2'8" 2'10" 3'0" 3'6" MultiplesArrangement 27+ 1'0' Not Usted Internationalt COP-WL-MA0163-02 Not Listed GCC0 02-0418.03 Application Filed) OP Rating 55.0 Impact Rated NO 2'8" + 1'2.' 2'l3" + 1'0" 2' 10" + 1'2" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 Appiicilion Filed) 55.0 NO IIII I 10" + 2'10" F 10" 17 + 2'8" + 1'2" 1'0" + 21" + 1'0" 1'0" + 3'0" + I'll" 1'2" + 2'10" + IT" 11" + 3'0' + 12" 2'6" , 2'6" + 2'6" 2'8" + 2'8" + 2'8- r2'1G" + 210" + 2'10" j 3'0" + TO" + 3'0" XX. DUO 2'8" + 2'8" COP-WL•MA0162-C2 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8' 2'l0" + 2'l0" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165.02 02-041803 Application Filed) 5&0 NO 21" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notc' 1. Occr arrangements using fewer panels than wha! is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonits International website (www.masonfte.com) or from the technical center. 3. Installation instructions are available from the Masonite International websfte (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASC€ 7 (Wnimum 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 8CC0 protocol PA201• PA202 & PA203. gqhgaft ARTEW I .U..w::l .1<t hhfkY UOOA{ M.,F4.wMr,Uwr4..IwYCp;.: APH K 2002 •<.+"w Dung u•... / Owco9aw:•aoropaMofPeocwnwomvwdmressocise om.a "AAdaroan Masonitt Internatiohdl torporatior Cta7ed Units COP-M-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing X Arrangement X3. Ox, CXO XX, OXXO Singles 2'0• Masonite International COP-WL-MA0146-02 1 02-0423.01 Application Filed) 7" 40.0 NO 2'6" 2 8" 210" _ 3'0" 3'6" Multiples (vjidth) T + 1'0" Not L sfed masonite International COP-WL-MA0148-02 Not Usted riliami-Dade OCCO 02-0423.01 Application Filed) OP lilting 40.0 Impact Rated NO 1 2'8" + 117 2'10" * 1'D" 2'10" + 17" To" + 1'0" V0* IT COP-WL-MA0149-02 COP-WL-MA0147-02 02-0423.01 Application Filed) 02.0423.01 Application Filed) 40.0 40.0 NO NO I YQ" - 2'10' + 17 17 + 2'l1" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + To" + 1'0" 1'2" +2'10" + 1'2" 1'2" + 3'0" + IT 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2.8" 2'10" + 2'10' + 2'10" 3'0" + TO" + 3.0" 2'8" + 21" 2'6" + 2,811 2'10" + 2110" TV + TO" 76" + 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" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements usicg fewer panels than what is st(own in the above chart also comply under the product approvals shown, 2. Assembly detai!s are availab!e from the Masonite Internalonal website (www.masoNte.com) or from the technical center. 3. tnst Ii3on insirectio.".s are availa5le from the Uasonite International website (www_masonite.com) or from the technical center. 4. Actuai design pressure requirament for a spaci`Ic cuild!ng design & geographic location Is determined by ASCE 7 (Minimum design loads forbuildingsandotherstructures). National, state or local tuillding codes specify the edition required. 5. Masonite International structural, cyclic, air water, forced entry/or Impact testing is done In accordance with Miami -Dade 8CC0 protocol PA201, PA202 3 PA201 El 0 akaraff r(NTkY (b00Ht u Cr D- Q I•VVl O f,'cra.m^z Masonite Ir(ttroational CorporationQa ca1Gs,,K m; am of yr•Gurr arpM(nrM :oaaM fp(:k:::4y, crsq.::.s;v : a COP-WL-MA0100-02 7 FIBERGLASS DOORS Glazed Units 8'0" Height — Outswing 7X7 2-0" Masoniter COP-WL-MA0166-02 02-0423.03 Application Filed) t- 47.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed X0.OX. OX0 2'8" + 1'0" COP-WL-MA0168-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 1'A" 17 + 2'8" + 1'2" 1'0" + 2'8" + 10" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" IT + 3'0" + 1'2" 2'6" + TV + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 210" 3'0" + 3'0" + 3'0" XX. OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Fitted) 47.0 NO 2'8" + 2'8" 210" + 2'10" 3'0" + 3'0" 2'6" + 21" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 78" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 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. 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. 0 Q akcxaft ARTEW F1"M.kG4.Att KHTAY 0ook5 Mwri+MMfW 0u/ r10rr. ' IryN • CMWOw Masonite Ittteroallonal Cor orationOurew•nu+looroprlulla O'oEua +"aaamakmeMn riCCiRNliorn. tlefipn arkt WOCucI P Oa+dS.e1M IG Ck*W .0" Mike. Opaque Units COP-V'JL-MA0100.02 FIBERGLASS DOORS 6'8" Height — Inswing 1111111111F.111011h' X 1 2.0" r 1 COP-WL-MA0101-02 fd r. O. Rating 01-1031.01 76.0 r. .... r NO 2'6" 2'8" 2.10r 3'0" 3'6" Not Listed Not Listed 1 X0, OX, OXO r 1th) 2'8" + 1'0" Riasonite International1 COP-WL-MA0103-02 f. 02-0109.10 Application Fled) i4• Rating.r.1 55.0 NO 2.8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 10" 3'0" + 17 1'0" + 2'8" + 10" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 210" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + IT" 17 + 2'10" + IT 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 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" + 210" 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. 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 -trade BCCO protocol PA201. PA202 & PA203. 0 Oakeraff r .'t.a AR EK" f.a.,...., .."r F."C.GCAAS 1iNTNY 1)001t5 rl.C/f'ILII/.HiI.M • O"• e O•e., ea.».mooa Masonite International CorporationOwtonanu.np Mop a eroa"p .no.waMM metfi uecah*an, aespn ant aoa"p 441.1 saeem'o page wawa na.ce Opaque Units COP-WL-MAOIOO.02 FIBERGLASS DOORS 6'8" Height — Outswing Miami-Dade'BCCO 01-1031.02 DP Rating 76.0 NO 20" Masonite International COP-WL-MA0121-02 i. s" 8"X 2' 2'10" 0"3' 3'6" Not Listed Not Listed Arrangement X0.OX, OXO Multiples rth) 2'8" + 1'0" masonite internationalMiami-Dade COP-WL-MA0123-02 CC, 02-0109.09 Application Filed) Rating 55.0 Impact Rated NO 2'8" F 117 2'10" + 1'0" 210" + 17 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 10" 1'0" + TO" + 1'0" 1'2" + 210" + 1'2" 17 + TO" + 12" 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 Fled) 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-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 21" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + TO" + TO" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chaA 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. 13 Oakcraft AR EKw VINHNCI.ASS ENTRY DOORS NewTw""N NwMYr E<", 0— uvn f .rI.NN w Q"<Inr O<a.r Ao"". 2oa7 Masonite International CorporationOurCW41,oa OroWaRI ol,ro" MlWW4W aM makes *KftaM". desq<am DM" QluM suw to chNw -Moan ONRM. Opaque Units cop-WL-MA0100-02 . FIBERGLASS DOORS 8'0" Height — Inswing X 2'0" COP-WL-MA0106-02 02-0109.08 Application filed) 70.0 NO 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed X0. OX. OXO Multiples 2'8" + 1'0" Masonite International1 COP-WL-MA0108-02 e• t 1 02-0109.08 Application Filed) Ills= 55.0 1 ., .1 NO 2'8" + 1'2" 210" + 1'0" 2'10" + 17 3'0" + 1'0" TO" + 1'2" IV + 2'8" + 1'0" COP-WLAW109-02 02-0109.08 Application Fled) 55.0 NO 17 + 2' 10" + 1'0" IT + 2'8" + IT 1'0" + 2'8" + 10" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 17 + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-Wt-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 21" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" + 3'O" 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 Masonde International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonde 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 8CC0 protocol PA201, PA202 & PA203. OakQraft AR .K` FINIi"CI A([ f:NTMY IIOONt alaw.in"„""ft-0—E,"ry 0— We 29, MW Ow tamft" W000111 a W0000 mOMvem m makes metAiGlgeN. 0aep1! a1W Wa01R1 aaud So" ro tealpe " t" no" r llu u./tt/(r .n a 6 Masonite a+ternational Corpoaat on COP-WL-MA0100-02 FIBERGLASS DOORS Opaque Units 8'0" Height — Outswing X 2'0• COP-WL•MA0126-02 02-0109.07 Application Filed) 70.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrugernent X0, OX, OXO Multiples 2'8" + 1'0" t l COP-WL-MA0128-02 1 2 t 02-0109.07 Application Filed) 1• 55.0 i .. NO 2.8• 1.2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 37 + 17 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 21" + 17 1'0" + 2'8" + 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" 210" + 2'10" + 210" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 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-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" + 3'0" Notes: t . 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. 0 Oakgraff AR0EK'" V'I"EkC,LASS kN'i'kV DOORS Nwrl,"rw'0-•n AWA 29. 2oW Masonite International CorporationOacoN+".Iqaroaamaaoalcl :aeo.anlenl makes wec+wraan+. aaspn ae0 nroalu aw SUW 10C%*W "*hall awi . X 1 +t1') t Unit SINGLE DOOR Ns• TYP. s- TYP. 6'8" UNIT 8'0" UNIT 13.15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 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 6 PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. E•<rw..e.r r.o Avid 2T 2002 0.....r o•".. our CON."ip VQW3a aprooua-01WMerM mkkes SWdKZ M. Masonite International Corporation oesq• EM mooutt omw segM tothaw wieoa notice- XO or OX Unit SINGLE DOOR WITH 1 SIDELITE 6' TYP. 6'8" UNIT 8'6" UNIT 13.15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening- 'O Width of door unit plus 1/2" Height of door unit plus 1/4" t t t t .t t t Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16"' Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSUAF 6 PA NOS for southern pine lumber with a side member thickness of1.1/4" 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. APm29 2M2 Masonite International Corpora(ion OW COnI•+. ^y ;HOO in, 0, O,.O„CI nWht1 tPKnKNNn1. OeS. jK YOOJtt Oe"d Sub" 10CNnge *dh W WIK Ox0 N 0t0t Unit SINGLE DOOR WITH 2 SIDELITES 6• TYP. 6' e" UNIT 8'r UNIT 13. 15/16' 17-1/8' MAXIMUM ON CENTER MAXIMCountMinimum Fastener6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2. 1/2" long screws per location. Rough lid. g •t Width of door unit plus 1/2" Height of door unit plus 1/4" f f f f t f 1 f f f Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. fasteners analyzed for this unit include N8 and #10 wood screws or 3116" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber wfth 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. AptilM2002 Masonite International forporation W rwM..4nnp www Nn Q. O. Wu(! r::.•'JVM l1M nWti NMC ItXVn•. angn Ono woouo dtu+ %WKa 10.- n" w~ 'Are. OXXO Unit 1 DOUBLE DOOR WITH 2 SIDELITES 11 CL TYP TYP. TYP. TYP TYF 6-V 13- t t f f t t t W111MINIT "I, " t® 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require two 2.112" long screws per location. f t f UNIT 811" UNIT 5116' 17.1/8, MAXIMUM DN CENTER TYP. 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 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA At56.16) 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 N10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. E •tlut relY Iron F/'i ir oaf/. J Apid29.2002 Masonite International Corporation Ow commu" oww>'• of wod•a t"ororemem mfYes sOadKalgM. dmp 40 addle deUd S OK'n a 03-W.+now dWXt XX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-A012-0 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". r Double Door MIAMUm unit we . 6'0- lr fir Design Pressure 52.0/-52.0 Limpedwater Wiles$ special Mueshoid design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific buddinq design and gaognpbic location is dekrnwmd by ASCE 7rmatiorw, stale or local building codes specify tits edilim requlred. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have be6h 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-MAD002-02. APPROVED DOOR STYLES: 114 GLASS: 00 as on oa 00 00 11 00 100 Series 133.135 Series 136 Series $22 Series 1/ 2 GLASS: n n M 00 00 00 00 00 n0 105 series 106.160 Series' 129 Series* 12 PA. 23 RA., 24 RA. 107 Series • 106 ,§eries 304 Series Series' Tri s glass sit may also be useo in die following door style: Eyebrow 5-panel with $crop Oak raft A EK" woue• rua 'r n"r<e 111MCOWLASS L`N7'NY 0001ts NeaG.uMP w7(Iw [wrOew. pOLl ill/1r)+/ » April 29.2002 Masonite international Corporation OW tauMwrg eroeraa W ereeun .nyo+emem makes Set tXr*ft. drsrerr ano Maeutm aru+ logo a ChWV wmmwum Hale XX Glazed Inswing Unit COP-wL-MA12-2 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 e0e Series 410 Serks f09 Sedes II 120.122 1s2 Series 149 Serlss 300 series 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Qakraff ARkEK'" 1:11IL- CLASS 1'Nl'kV 10/110\ Nu+•A•W". AM - E.."po— Apra 29.2002 Our cotew11"apWam of Iwo" momwnem ""1Les seecie"ons. ow &N woew+ dew sU01e0 to Onalve a011o1A here. r'- e 0a11•ely I.on PREM Drt .a (r/..Jrx 1 1 e Masonite International Corporation XO or OX I l Glazed Inswing Unit APPROVED ARRANGEMENT: 0 0 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3r0" x 6'8". Single Door with 1 Sidelite Maldmum unt size • 6'0- a6'r Design Pressure 52.0/-52.0 Limited water uNess special threshold design isused. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specitie building design and geographid location is determined by A= 7•nationei. stale or local building codas specify the add" rerlldred. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beets 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: an C, a n WW 00 00 00 0o 00 , oo 100 Series 133. 135 Series 136 Series $22 Series 1/2 GLASS: 0 Ou go 1 ° M 00 oa 00 0o 0o 0o 105 Series 106.160 Series' 129 Series' 12 PA. 23 RlL, 2e RA. 107 Series' 108 Series 304 Series Series' This glass kit may also be usedin the tollowig door style: Eyebrow S-panel with scroll OakWraff AR k EK" 1'Irt:k0l.ASi t'.N'I kV WHIRS t-,tow. ry)CC Mn' 6 ApM29,2002 Masonite International Corporation W com' „M; -WAInof wad- mW OVtAWl HolM esSWJKXlt , asq. eM WW"l MWO f'Wttl It: C'.W MAMW notce. XO or OX Glazed Inswing Unit COP-tNl+-MA014-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 4 404 Series 410 Series 109 Series 114. 120. 122 152 Series N9 Series 300 Series Series APPROVED SIDELITE STYLES: v 129 Series 200 Series 12R. 12L. 23R. 23L. 450Series 152 Series 149 Saks 109 Series 120. 122 Saks 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805w-2 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 TESTED IN ACCORDANCE WITH MIAMI-DADE 8CCO 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 Oakcraff tubs .elr 1 -^ c r J a Masonite International Corporation AR EK'- C."I.%, I-V Oewf April 29.2002 ow cmwQ"p p.epam o1 proou v wav~ mikes swei c"ns. eesgn ene omuc1 Je44 s4lect 10 COMee -nnow 0014! OXO OPtl 4] I Glazed Inswing Unit r 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 61". Single Door with 2 Sidelites Maximum unit sin . 9'0- x 6T Design Pressure 52. 0/-52.0 LI( Mod water unless special thresfwld design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requimments for a specific building design and geographic location Is determined by ASCE 7-tutional, state orbeat building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004.02 or MAD- WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/ 4 GLASS: aoa as ao ao as 100 Series 133. 135 Series 136 Series 822 Series 1/ 2 GLASS: n Q M na na an as na as 106 Series 106,160 Series' 129 Series' 12 RIL. 23 RfL, 24 RIL 107 Series' 108 Series 304 Series series' Tms glass kit nuy also be used in the following door styleEyebrow 5-03" with SC1011 O aka AR1 r.<wr:+•rr ae.. I IULMr LASS CN7 MY UOOKS N••'r••••lFMN"ewrn>b.. !•N. i." • • Aotd29,2002 Masonite International Corporation Ow C" MuMe Moer)m of Mo" .npo MVA .1WS tOKO"10S, desbO me vedun W" S. W 10 C.^..~ ro1Ke. Ox0 Glazed Inswing Unit COP-WL-MA0144-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: i io io 1311 404 Series 410 Series 109 Series 114.120.122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: F 129 In 200 Series 12A. 12L, 23A, 23L. 450 Series 452 Series 149 series 109 Series 120,122 Series 300 Series 24A, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 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 TEST:1N ACCORDAHMIAMI- DADS202COMPANCITY. 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 Oakcraff AR EKw E.<w,:.ar,.•T 1'ItlLN4L A!\ L'Nl'Mt' U<Il)NS Now A•dneiMEYr Envy Oa•.. a April 29.2002rM owr.., o.... Masonite International Corporation 0. cauaw+ro aooof aoaw mmo. em Mon spealaaons."n rauana ao detMSVI00 to chw4t wenan MCC. Oxxo Glazed Inswing Unit APPROVED ARRANGEMENT. COP-M-MA0145.02 FIBERGLASS DOORS pTK O a, 41 j:r,s O s x LL Double Door with 2 Sidelites Maximum unit size - 12'0" x 8'8" Design Pressure 52.0/-52.0 Limited wale( unless special threstwid design is used. Note: Units of other sizes are covered by this report as tong as the panels used do not exceed 3'0" x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impacl resistant requirements for a spedrrc budding design and geograpW location 1s determined by ASCE 7-ngtional, Mate or local building codes speca tiN 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: 03M Q 9000011 0o an oo 0o 0o 0o 100 series 133. 135 Series IN Seres 022 series 1/2 GLASS: 0 n 00 QO0 ao an oo 00 00 00 105 series 106. 160Series' 129 Series' 12 RA.. 23 Rfl., 24 RA. 107 Series' 108 Series 30e Series series' This glass kit may also be used in Me kh wing door style: Eyebrow 5-panel with scroll Oakcraff A_R, kEK" - 1'INI k<.I ACti t:.MY'N\' UnorlC K^•t:.+--lrM'N. f^-10--•• PREMDaP w a.."" D...• April 29, 2002 Masonite International Corporation eta Wftft a poe'am of woeoa .nao"emem owes seeed"..seesgn aW mooun aeu+ cameo to ewge wdae nonce. OXX0 Glazed Inswing Unit COP-WL-MA0145.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a0170 110 404 Series 410 Series 109 Series 114. 120.122 152 Series 179 series 300 Series Series APPROVED SIDELITE STYLES: r ,,A 1 129 Series 200 Series 12R, 121.23R, 23L, 450 Series 1S2 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, 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). t State of Florida, Professional Engineer IIKurtBalthazor, P.E. — License Number 56533 Oakc aff Al k EK'" V10LNl k,A%S LNIMI I... 1w OM.. ()/)C,I /-•/ a April 29.2002 0,,..... o.•.. OWCoft"pap4"aaaduOMWweff"MAtSSWd +oes.aeSW314aaa•n Masonite International Corporation etua s•oieu rochsn0ewnMM naKe. XXCOP-WL-MA0147-02 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 TO" x 8'0". Double Door MGidmum unit size = 6V x8V* Design Pressure 40.0/-40.0 umded water unless special 91reshnld lesion is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific buldirq design and geographic location is determined by ASCE 7-nahoml slate or local building codes ape* dN wffm 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: 010 oa as 822 series 0 eoe Series Ilia series 0 Q akraft AREK.. FIBERGLASS LNY'RY UUUKS ARTS 29.2002 Masonite International Corporation dW C"Iuu e moram of aroeua wnplo. RM M*CS &W&a1Vns. "n and "UC1 o" Su Wa 10 C"t NM101• nW tt. XX t '" , I ' I Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 series 852 Series 300 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). aaf 5 t State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR4EK" s<lutl••1, I o n W..nJ •n e I IUI"1 LAIS LN IN% I1/ UK, PIo..•G—ft—PL ew, 0-1 Aptil29.2002 Masonite International Corporation ow co'"" MOram ofttmouet u"Goyeme"1 Nl "speoftmeo"s. eery" Ala swoeuct 0"" sugtct 10 ch~ wet." Iwe XO or OX t t : t Glazed Inswing Unit 1 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 87. Single Door with 1 Sidelite Maldmum unit size - Orx 8'0' Design Pressure 40.0/-40.0 United water uniess specialIMeshold design Isused. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. AMW design pressure and impact resistant requhements lot a specific builft design and geographic location is determined by ASCE 7-national. state orlocal building codes specity 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: Dm 0o oa 822 series 1/2 GLASS: 0 log 404 series 108 series O aka ARkEK" 1;1111 "r l \\\ li.1f"\' IleNl"N H.MA.-e.A re..N."t^.n D.... dal(,/e..,/V . Apn129,2002 Masonite International Corporation OW C"g* "WdWam 01 Wddua me.o. %tell IIWes &Wft lmdS. deign and p.0duc1 del.dS.4,K, W cnalpe u..*W Ml1.te.. XO or OX ' t t Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: H ' 0010Series300Series APPROVED SIDELITE STYLES: 450 Series 852 series $10 Series 300 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). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oaks aft AREK" 171OLNf LASS LNfKV nnt1N[ raon.A..wN t-%..&"r Ow. t....mw Or•u4 o•e.. AD"29.2002 Masonite International Corporation ow cwft a eropram of woa"l mwvmnem man wmot ,om. desen and G00oe1 0nid S"WK110 C"t t" .' r oKe. OXO 1 Ptt t 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 2 Sidelites Wdenum unit site - 9'0• X er Design Pressure 40. 0/-40.0 Umited water unless speeial IMeshO d design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant F"L*enW isfora sped0c build" design and geogtapW location Isdetermined by A= 7-nati&W. state orWA building codes spedfy the edition r"Wred.. 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: 1/ 2 GLASS: Dm as ao 822 series 404 series 108 Series 0 Oakr, aft ww. J a,a... I r c A AR kEK" t.dVtlrele Irew er V1Ut: NfiLAX\ LW IK\' U/IfIKti W-•fi.--M fiw'N"furry Qorr Apra29. 2002 Masonite international Corporation OWCMermaag program of 0r0014 mWOWN tl awes SWOKM.M. oeUr am 1"O*M do" suoien 10 C"Ne M th" eorKe. OX0 'I 9t Glazed Inswing Unit 8' 0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: rx a 810 series 300 Series APPROVED SIDELITE STYLES: k 45Q Series 852 series 810 series 3W 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- OAOE 8CC0 PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001`Florida Building Code, Chapler 17 (Structural Tests and Inspections). af3 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akcraff ARTEK" t.e3aUvrh r.. Y' Itl!"<3LAS5 ENTRYDOORS 0- s Klr` a April 29.2002 Masonite international Corporation 0, coia eNnp VnW, of Iwo" mpmremea mtlms SeeCeCMWO. &SV One erooud W SUNMto Nomewie,ow "lice. JA it• tI I Glazed Inswing Unit , APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS 0, 0 0 x Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Double Door with 2 Sidelites Madmum unit size • ITW x87 Design Pressure 40.0/-40.0 UrMed weer w kss sWW Inresbold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and IeW resistant ""rents for a spedfk building design and geagrap* W.Won Isdelemlined by A=?-,WWW. me or local owiding codes specify"e0itlon 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: 010 as oa on series 1/2 GLASS: 0a ao eoe Seri" 108 Series 0 O akraft ARk EK . 14&M'k( LASS vN'ruy Lioo Ks N.w"A.v.O rMrNx [.w. 0o.nfwvlOo.n Are29.2002 Masonite International CorporationdmCme.o "e oe.rm of ao" .mWownem nines soecatKrom, ftw endOMoeutl nvJZVX 1' 1 t i f Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: a H Wo Seft 300 Seeks APPROVED SIDELITE STYLES: k k 450 Saks 852 Saks $to Series 300 Sales 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: 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 conlotms 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 Oa craft AR EK" I.o 1'10C 01G L.\Cti e;NYMY 00".S .+ei.t. rM(W. 1--, 0— [WEM e O•• • Oar Aprd29.2002 Masonite International Corporation ow e0.0ift ,9 e1wa. 0l p.uO,K1 .,yOvrTea n An rWICMa' dew am Woeuo ee1Md UMIel 10eNe9a .nlnoN rolree XX O" ai:, 1= Glazed Outswing Unit APPROVED ARRANGEMENT. FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed WO" x 6'8". Double Door Maximum unit size . 6'0• x 6.6" Design Pressure 55.0/-55.0 Umned 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 aspecific bulft design and geographic location is determined by ASCE 7-national, slate 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: as as a as 00 00 0o 100 Series 133. t35 Series 136 Series 622 Series 1/2 GLASS: an 00 00 ao as 00 105 series 106.160 Series' 129 Series 12 M. 23 R/L 24 NL 107 Series 108 Series 304 series Series' This glasskit may also tie used in the following door style Eyebrow 5-panel with scroll O akcraff AR4EKI. 11"1:"I:lr\ l:t'1'"\' 1., I(lll Ibn t ..n.. io.r.0 Entry Oe.e, APO 29,2002 Masonite International Corporation Ow coM .-g p.og— of ,,00v l +.o.oVemenl "ts SoKd. ~S. 61SV. W 010u i oeua SOW1 to cr~ w"IWW Mlle XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR -STYLES: 3/4 GLASS: FULL GLASS: 0jai on ao 404 Series 410 Serbs 109 Series 114,120.122 152 Series 149 Series 300Series 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 Baithazor, P.E. — License Number 56533 O akcraff AREK" 1'I"LKOLASS L'N'FNV UOOKS WrT ae1nerM•i6" E—,pow, ry»• !/ n Ow r Doo•• ApIb29.2002 Masonite International Corporation ow wlm"o•Ile wbwl or om"-wowmem mites so o".m. eespn am www oeu+suolen ro CWWat -MIA M0 t XX 1. tl a I Glazed Outswing 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". Double Door Maximum un9 sin . 6'0' x 8'0- Design Pressure 47.0/-47.0 UMted water umess special We3hold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual designpressure and Impactresistant reWkementsfor asped& building design and geographiclocation isdetermined by ASCE7-nationat. state or bcal 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: 1/2 GLASS: 1111111 0o 00 822 Series n 1:1 00 404 Series 108 Series O aka aaafff W ARTEK " UUNS11Itl.aeilIGLASSLMrN1.DOORS iN.rpFM/DePRC,.Mi 0 .. S i o•• •wo.... Apr 4 29. 2002 OW comYlwNa O, 40,41laWe" "Ov""M mats swit"gm. all" ad wad oMasonit! International Corporation dew5uel"I W ch~ -" e A'OKI 4 OPTIONAL SSE! CLAW OR A 1 ACITILIC LOTseamLim AVAEABIE / y yI]IIII / 011111110 01111114 y C 1M-lll[FW-ll 3 INIEIe1ED1AiE sIEEs r(a(1Ie0ppp4• eeeoppcTT))DGGR. GREINVC ADN6AE (AANf'YCFTAIFR) 1- kk III 111'lk t111111'\k 1 fi REVISIONS DATE: I ECN NO.1 APPVD: I DESCRIPTION 11/00 - MWW I 01Y (1) WAS (2) FOR TRACK BOLT HOOMOAL TRACK SPPartr m 20 G WIN, ED STILES ATTACHED TO DOOR DOOR INSFALLER (TO SUIT) SION WON PATENTED IOG-L-IOC SnUM TOP. B01T011 a CENTER). 13 G CAW. STEEL FLAG BRACKET. EAtHs IAr41o1 ED 10 rWDODODoWITH LISTED (' l LOW ,,, IS AVMVAE AS AN OPTION VIEW,v 2' DAY. sTm TRACK, t. MR TRACK THICIwF54 Aw i IYP. 2-1/rxl2 G (LAY. STEEL TRACK MACTO!T. PONT NG (4) TRACT( BRACKETS PER WE y UNIT TOP BRACKA REPORT#9606C Moro:aMTK PATTERN n.E T1B0 "IRS ON eDn0P1 8ONIOM. ONE U BYES art NEXT sEc,DK c1c) /1{d/s' s,H¢T META sGm.s M 1R1Fi A OUTSDIE XEYED LOCK POSITION wx. DOOR WIDTH - Ir-r IIOHs i O. 1/4's7 {' SELFrAPPw6SCiWS. le G INIfIYAEOIM NOILL, I 6 U1G ON 19 CBTlIFRS / OA 1MlFRONTPRAYSWITHU.Y. DOORS w ro 7-p• IAxaH rnrLstst OF {) SECTIONS ca1xD ON OUTAK SSA¢ ML4ER ROOUMfD. L.D SCREWS NO' K H•AIRIIFRSIM( DOORS OVEN Y-0 HR01 CONMT OF ( SECTIONS (M+1 g1Orw). {iR NOTRWIEOD) To PM+OE A FLUSH MOIMIIC 14 G OD IEIIE6 wACE I g STOP MODU)INC BY DOOR IWAUFB (TO SUIT) SURFACE. IHOIQGUTN ,WIGS 00 NOT 1RAHM LOAD. 20 G UM. [i1W. Sim d0 S" EIdHEELED» PINE .IAYB I 2' THICK }58 CUSS OR 20 G CRY. Sim BOEK. SIRE1/e ACIU EBE MOLDED fI51OE SEOION B-e t2 G GW. 57lEt TRACK 25 G EEL SffEl LIFE RETAEIER jy3/a• PAN MEAD SCREWfallRI 00WITHowdales -Sr SC5SIOMCONEDWINC-40 EMT. GKwYAZNO. BAKED -ON PRINIM 10 SCAEMS PEA CIE) ON Z. C ,M {C-90 OR 2{" CDR 6 P9 NN p0N 1E) OP PER TRACK IKAORT. IA. 80" PU4 1ANDABM®-0N POL ESTER TOP COAT APPLIED ro 90 H 1/41W TAP'OON SOIDIS M 17-I/2• CENIF% SNAP ENOVTES P9 HEN HMRE7Ely tEA4ER5 ECEDED WTM 0002fA5TO1FR (ONE PER ROLLER) 1e G (ALY. 5/m CEFUIFR MIIGE SIDES OF Stm +IQI 12 LE CRY. 3/m TOP ROVER BAACKlT. fICM ONTO NF' LA TRACK. WITH ANCHORS, i OA. MN. WASHER PEOUEDOAE = WGH WITHTAPCO16. ANCHORS MAY BE COUMTFRAMtfi1G1910EOFODOR. 2' CAV. STEEL TRACK PASATED TO 1{ G OAyY. gyE ROUEA PK7ElIEq f0 N1ER SIRES f/(+) i2 G GLY. STEEL TRACK SRMXER i 10 HAD SiLLES SAG! W/fs) Pisd/e- sRET YETAE 9lY1fY4 BPAGET A17ACNED W/{!) w1FJt 5111E14d/e' SHEET IETK BUT MOT REOUI ED) 10 PRDIDE A HINT IIOIRIIEIC SURFACE. IIOIe2pRK .1YM3 W NOT AMTRACKAITACUEDroEACHDRAGNET1h5// 9,HFkT HHETK SCRETlS 4) IJ{ /4 Sflf TAPPNC SCREWS PERETD MIAGE. SHIP LAP X)wTS. OUTSIDE KEYED TRANSFU LOAD. YAM ONE 1/{'d/e' BOLT !NUT OR TWO 1/4" CSETS. uMANUS E!D Do 2' DM SMM S/FN. 10 BALL SIM ROLLER. 14GCRY, STEEL END HINGE. EACH STILE STILE OCINFICURNTION NAM WEFFER O. PE fASTEMED TO 00 KIER. STILEPREPAMttON DF JYHRS BY ohms_ A.n10N [-C AARDA P.E. /b4" SEEE5 • 4) //46/e' RL90E M14W NORM CARDINA P.C./23632U 3' TAu-BAN k (F 1 //{' M9Elf5 20 G CAM sTm SDI. TOLD STRENGTH: SO K9 TAPPwO SCREWS. WyA —_ OVIIeN w TRACK OM liD1F. 2: IIIE OESIOM OF IME 9UPPORIwO SIRUCft amain DESIGN LOADS: +24.0 PSF & -24.5 PSF OIDSI E EACH SIDE SMAE BE RE RESPOHL4BUIY OF THE PRomspo" OF TEST LOADS: +36.0 PSF & -37.0 PSF 1 1j 3' Fr TALL , 20 G ULY. STEEL U-BARS E1H0 w A 2- 1-2-1 PAi1ERUN1 01. TWO U-BNRS STET eur101E OF ODOR SLIDE B3lT LOCK F'NCICES RECORD FORTIE BUEDWG OR STRUCTURE MID w A0001mWCE WITH CURRENT BIMDRI` CODES FOR ME EMOS LISTED ON ORRInI pM,Lt ,YE N MITE THIS awavc. HN RAM A IYM®!Ca' a). PART NO.: - 1-Y/e' r- ON BOTTOM SECTION. ONE u-BW ON moa SEa1DM ETC . EN2H u-aAR ATTACHED WIIII 1//4' a3/4" SEtf TAPPRD 9CRM INTO fEIMAL TRACK. ONE Loac ON NOTICE: oNwsY .w..w.fon I,WC IRAs. StotwOU— WI.. TOLERANCES.,. 312 11" SL SNb I90D ON 45202 IDEAL PER SF4ELOGiIOM. EACH WEE PNOOUCIS aD 1}1 DD tALUNINUM Of 0". a.'""A'eA.r ..a~a 0 - 1.03 BEnsEeaaasEBa Fm NP 1-513-M-3519 SECTION A -A / 5DE VISA lMM g.py B0`r 13G CKv. Sim SDITOM BRACKET YETK SCREENS. wiyp'b rba,,,.RbOiOf e„ b AAos4A"EW W "F 4A-q r 00 - t.015 000 t.005 0000 . t.001 DESCRIPTION: MODEL 6RST W4 16-0 x 8-0: 24/-24.5 DESIGN LOAD DRAWN 8Y: BMM DATE: 4/18/00 SCALE: NTS DWG. R ATTACHED WITH (2) /14d/e' SHEET ExmYSDN A"WA. Cs Degrees - t 1/ 7 CHECKED OY: Mww DATE: 4/18/00 SHEET I OF I SIZE 1> e AtAtL Third. plD)"[t + DBeoraARE: IN vcHm DWG. NO.: 1021-M I REV. NO. Iu C m- A MODEL• 6RST (25 GA STEEL SKiNI SKINTMODEL: 4RST (24 GA STEEL OPTIONAL OSB CLASS OR LISTED la ACRYLIC UTES AVAttABLE A 11 p ( 1) INTERMEDIATE STILE T . SECTION 8-8) 20 CA. MOL END STILES ATTACHED TO DOORAlURETHANESKINWITHPATENTEDTOG-L-LOC SYSTEM r- _AOP, BOTTOM & CENTER). F 1 REPORT#9606CI25C.A. MIN. GALV. LACK POSITION STEEL SKIN COATED BOTH SIDES) WITH A BAKED -ON PRIMER, A BAKED -ON POLYESTERTWOPOINTLOOKINGTOPTOPCOATAPPLIEDTOBOTH SIDES OF STEEL SKIN. ONE 3' TALL x 20 CA U-BM (50 KSI) PER DOOR SECTION. F BOLT I sEi OC ENG+IG£S. INTO VERTICAL TRACK. 004E i J GIit F r^ " LOCK ON EACH SIDEORMTIFOPIION+4 TSIDE _ POSITION OF DOORDOORWIDTH9LOCK OESIOE SLK1E BOLr j14x5/8- SHEET METAL SCREWS NOTE t DOORS UP TO 7'-0' HKTH CONSIST OF 4) SECTIONS [gSHOWN). DOORS OVER Y-0' . CONSIST OF ( SECTIONS (NOT SHOWN). 0 0 1/4'x3/4' SELF TAPPING SCREWS. 14 GA END HINGES 18 GA. INTERMEDIATE HING NEW 'B NEW 'C• 2x6 YELLOW PINE 12 GA GALV. STEEL BRACKETS FASTENED TO WOOD WITH ONE 5/16'0-5/8' LAG < PER TRACK BRI 2' GALV. STEEL TRACK FASTENED TO 12 GA, GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE IlCx5/8- BOLT 8t NUT OR TWO 1/4- OUL RIVETS. 1 1 REVISIONS DATB: ECN N0. APPVD: I DESCREMON it/00 - I MWX I OTY (1) WAS (2) FOR TRACK BOLT 2' THICK 3' TALL U-BAR HORIZONTAL TRACK SUPPORT BY20GA. GALV. STEEL Dolt INSTALLER (To SLIT) D T 3 GA. GALV. STEM STEEL FLAG BRACKET. is u utr. stm Tar ACH FASTENED i0 WOOD JAMB WITH 3) 5/16-xl-5/8- WOOD LAG SCREWS. BRACKET ML404ED 3) 9EET METAL bQM DOUBLE TRACKrEGICCONFKSIRAiIUNAHEADROOM1SILTRAPdDN1SAVAILABLEANOPTION 14 u CALV. STEEL DOORHEIGHTENDHtlEA(7/ CE. O 7 676S /t(TO4 SHEET =) . L• 2' GALV. STEEL TRACK. MIN. TRACK THICKNESS:.060' - t ( 4) 1/4-.3/4- saF TAPPING SCREWS. 8 -0 88 f3 C 3" TALL x 20 CA CALV. STEEL UDR ONE U-BAR PER SEC lCK EACH V-9Ut ATTAUm TYP. 2-1/2'xl2 GA QALV. STEEL TRAGIC BRACKET. 4) TRACK BRACKETS PER S10E, WPM 45tti4"ILCwtlolEMSOPEkLHR TOP BRACKET DOUBLE THORIZONTAL FRONT FRAME COATINGONWITH U.V. OUTSIDESURFACEDOUBLE TRAGIC 4 B ATTACHMENT (rxv n SPAN m wet. t3 GA DNY. STEEL 8DTf0y LOW HEADROOM OPTION 1/' 2..1' *-uc scREWs oN 24Yf NiE.RS. 1 o.D° . MIN." t4+dK%e.S StATTACHED WNEwSnIs n WASHER REQUIRED. LAG SCREWS MAY COUNTERSUNK S5B CLASS R EOPTK)NAL f0SCREWBUTNOT REOIARED) TO PROVIDE A FLUSH MOUNTING AILAWIIM EXTRUSION 1/8' ACRYLIC UTE WINDOW LFE SECTION SURFACE. HORIZONTALJAMBSDONOTTRANSFERLOAD. t VW& ' I STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA MIN. GALV. STEEL END STILE 20 CA. GALV. STEEL INTER. SECTION A - A (SIDE NEWT j8 (10 SCREWS DP RUFF) END2_ xPst MIN. (bNCRE7E COLHNM . MOLDED INSIDE STILE 3 W. x4SLEEVE ANCHORS ON 24 CENTERS (BOTH UTE RETAINER INTI C-90BLOCKOR2,000 PSI MIN. CONCRETE) at SNAP LATCH ENGAGES STIL 1/4"x4' TAPOON SCREWS ON 24' CENTERS (2,000 ONTO VERTICAL TRACK. PSI MIN. CONCRETE). WASHERS NOAMED WITH ONE SNAP LATCH ON SLEEVE ANCHORS, 1' OZ. MN. WASHERS REQUIRED EACH SIDE OF DOOR. WITH TAPCOiS. ANCHORS MAY BE COUNTERSUNK INTER. STILE BUT NOT REOUFtED) TO PROVIDE A FLUSH OUTSIDE MOUNTING SURFACE. HORIZONTAL JAMBS 00 NOT HANDLE TRANSFER LOAD. OUTSIDE KEYED 18 GA. GALV. STEEL CENTER H wcE FASTENED TO INTER. S111E5 W 4) j14x5/8- SHEET 1 ETAL 14 GA GALV. STEEL ROLLER HINGES CR FASTENED TO END STUM EACH W 4) 14x5/8" SHEET METAL SCREWS 4) I/ 4'x3/4" SERF TAPPiNO SCREWS PER END HINGE. PREPARATION OF JAMBS BY QTIJERS• 12" DIA. SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIGURATION SECTION C- C NQTE 2- THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS % SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MARKWESTERFIELD. . P.Ea WITH CURRENT BUILDINGCODESFORTHELOADSLISTEDON / p THIS DRAWING. FLORIDAP.E. 148495 /// NORTH CAROLINA P. E. 123832 4 3 LOCK BAR ENGAGES SH TRACK ON EACH SIDE OF DOOR. HANDLE END { V STU 1E1 LOCK LOCK BAR INSIDE HANDLE OUTSIDEKEYEDHOCK DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. SNAP LATCH LOCI[ OPTK)P TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. A. SANS PART NO.: - ND1A Ikx..x swl.a oul«.la. TOLERANCES , 312 " SL Sib 16M IDEAL r> ON45202awA.Mx _ a ia..Id ... A 4yEcvaA, 0 - t.03 Td HL 1-513-3l1-35119 YY WiOotll6 IsIRAI-5i3-162-SI9 P ' a 00 a t-015 DESCRIPTION: MODEL SRST W4 9-0 x 8-0: +25/-32 DESIGN LOAD ODD a t'm A000 . t.00t ow° t I/ T DRAWN BY BMN DATE: 4 18 00T SCALE: NIS DWG. B TNro An* CRECKMBY: MWW DATE: 4/18/00 SHEET 1 OF I ' SIZE unw" SHWA otlwni.e OrDAsoNs Ant; HES DWG. NO.: 102137 1 REV. NO. 1 A FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE r FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1965 Address: 31 ' Builder: DR HORTON City, State: ` t t= l Permitting Office: Permit Number. iTN 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: 42.0 kBtu/hr 3. Number of units, if multi-family1 — SEER: 12.00 4. NumberofBedrooms14 — N/A — 5. Is this a worst case? yes 6. Conditioned boor area (ft') 1967 ft' c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft' — 13. Heating systems b. Clear - double pane 0.0 ft' — Electric Heat Pump Cap: 42.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft' — HSPF: 7.60 d Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab - On -Grade Edge Insulation R=0.0, 202.0(p) ft — N/A b. N/ A c. N/ A 14 Hot water systems 9. Wall types — a. Concrete, Int Insul, Exterior R=3.0, 1026.0 ft' Electric Resistance Cap: 50.0 gals _ gallons lonb. Frame, Wood, Exterior R=11.0, 28.0 ft' — EF: _ N/ A C. Frame, Wood, Adjacent R=1 1.0. 302.0 R' — d`4 — r. Conservation credits e. N/ A 10. Ceiling types HR-Heat recovery, Solar a. Under Attic R=30.0, 2005.0 ft' 15 DHP-Dedicated heat pump) HVAC credits b. N/ A — PT, — CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ductsa. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft — PT -Programmable Thermostat, MZ-C- Multizone cooling, b. N/A MZ-H- Multizone heating) Glass/Floor Area: 0.11 Total as -built poin Total 27923 PASS base poin29480herebycertify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: t6 -__ 1 hereby certify that this building, as designed, is in compliance with the Florida Energy, Cpdef OWNER/AGENT: _ - DATE: few of the plans and cifications covered by this ulation indicates compliance the Florida Energy Code. we construction is completed building will be inspected for Ipliance with Section 553.908 ida Statutes. ILDING OFFICIA_ TE: tnergyGauge® ( Version! FLRCSB v3.2) FORM 60OA-2001 i 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 Omt Len Hgt Area X SPM X SOF Points 18 1967.0 25.78 9127.7 Single, Clear M 1.0 6.0 32.0 37.74 0.97 1172.9 Single, Clear NE 1.0 6.0 23.0 43.65 0.97 974.8 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 8.0 54.0 56.64 0.99 3034.9 Single, Clear NE 1.0 6.0 33.0 43.65 0.97 1398.6 As -Built Total: 222.0 10768.3 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 302.0 0.70 211.4 Concrete, Int Insul, Exterior 3.0 1026.0 1.40 1436.4 Exterior 1054.0 1.90 2002.6 Frame, Wood, Exterior 11.0 28.0 1.90 53.2 Frame, Wood, Adjacent 11.0 302.0 0.70 211.4 Base Total: 1356.0 2214.0 As -Built Total: 1356.0 1701.0 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 1967.0 2.13 4189.7 Under Attic 30.0 2005.0 2.13 X 1.00 4270.7 Base Total: 1967.0 4189.7 As -Built Total: 2005.0 4270.7 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 202.0(p) 31.8 6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p 31.90 6443.8 Raised 0.0 0.00 0.0 Base Total: 6423.E i As -Built Total: 202.0 6443.8 INFILTRATION Area X BSPM Points Area X SPM Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGauge@) DCA Form 60OA-2001 EnergyGauge®/FIaRE52001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , . , PERMIT #: BASE AS -BUILT Summer Base Points: 37380.3 Summer As -Built Points: 38631.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 38631.1 1.000 1.087 x 1.150 x 1.00) 0.284 0.950 13036.5 37380.3 0.4266 15946.5 38631.1 1.00 1.250 0.284 0.950 13036.5 EnergyGaugeT" DCA Foam 600A-2001 ErwgyGauge@/F1aREV2001 FLRCSB v3.2 FORM 60OA-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 1967.0 5.86 2074.8 Single, Clear NW 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear NE 1.0 6.0 23.0 12.00 1.00 276.1 Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 8.0 54.0 8.34 1.01 455.9 Single, Clear NE 1.0 6.0 33.0 12.00 1.00 396.1 As -Built Total: 222.0 2238.8 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 302.0 1.80 543.6 Concrete, Int Insul, Exterior 3.0 1026.0 3.80 3898.8 Exterior 1054.0 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 56.0 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6 Base Total: 1356.0 2651.6 As -Built Total: 1356.0 4498.4 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 1967.0 0.64 1258.9 Under Attic 30.0 2005.0 0.64 X 1.00 1283.2 Bass Total: 1967.0 1258.9 As -Built Total: 2005.0 1283.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0 Raised 0.0 0.00 0.0 Bass Total: 383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM Points Area X WPM Points 1967.0 0.28 550.8 1967.0 -0.28 550.8 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v32 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , . . PERMIT #: I BASE AS -BUILT Winter Base Points: 5224.7 Winter As -Built Points: 8232.8 Total Winter X System .= Heating Total X Cap X Dud X System X Credit HeatingPointsMultiplierPointsComponentRatioMultiplierMultiplierMultiplierPoints DM x DSM x AHU) 5224.7 0.6274 3278.0 8232.8 1 8232.8 1.000 1.00 1.078 x 1.160 x 1.00) 0.449 1.250 0.449 0.950 0.950 4392.1 4392.1 EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeOFIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 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 + Heating + Hot Water = Total Points Points Points Points 15946 3278 10256 29480 1 13037 4392 10495 27923 PASS EnergyGaugeym DCA Form 60OA-2001 EnergyGaugeWFlaRES2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST SECTION RE MENTS FOR EACH PRACTICE CHECK Exteriors & DoorsFExterlor& 1.AB .1.1 Maximum:.3 cfm/ .ft, window area:.5 OWs .ft. door area. ent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding we 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 6t)6.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss orjoint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the Ped eter enetrations and seams. Ceilings 606.1 ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, Chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is Installed that is sealed at the Perimeter, at Penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on Perimeter of floor cavity between floors. Additional Infiltration reqts 606A.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. RA-99 nTUCO 00C0fr171n'n1'41Fr SaMAC-1lMnOl L- W-- -- ---- .. .. COMPONENTS SECTKNI are aa aanssFa, RE REMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or dearly marked circuit breaker electric or cutoff as must be Provided. External or built-in heat traprequired. Swimming Pods & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commerdal pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Duds in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readilyaccessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 JCeilings-Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 Ft.RCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.5 The higher the score, the more efficient the home. I . New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit 3. Number of units, if multi -family I 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (02) 1967 ft2 c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump c. Tint/other SHGC - single pane 0.0 ft2 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance a. Concrete, Int Insul, Exterior R=3.0, 1026.0 ft2 _ b. Frame, Wood, Exterior R=1 1.0, 28.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=1 1.0, 302.0 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=30.0, 2005.0 112 _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A 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: C Date:3 Address ofNew Home: 15 Aeo_Nbo&A City/FL Zip: Cap: 42.0 kBtu/hr _ SEER: 12.00 Cap: 42.0 kBtu/hr _ HSPF: 7.60 Cap: 50.0 gallons _ EF: 0.86 PT, _ NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is-W a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPADOE EnergyStar designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. I 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 of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) a RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 D.R.HORTON vveatner: Winter.. Design Conditions Orlando -AP, FL, US Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 33617 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 33617 Btuh Infiltration Method Simplified Construction quality Fireplaces Average 0 Area Heatingg Coolingft2) 1967 1967 Volume (W) 15736 15736 Air changes/hopr 0.80 0.40 Equiv. AVF (cfm) 210 105 Heating Equipment Summary Make TRANE Trade Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 24414 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 24896 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3100 Btuh Total latent equip. load 5724 Btuh Total equipment load 30620 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Heating input 7.5 HSPF Efficiency Sensible cooling 10.2 EER 29050 Btuh Heating output 0 Btuh @ 470F Latent cooling 12450 BtuhHeatinggtemprise0OFTotalcooling41500BtuhActualheatingfan1383cfmActualcoolingfan1383cfmHeatingairflowfactor0.041 cfm/Btuh Cooling air flow factor 0.057 cfm/Btuh Space thermostat Load sensible heat ratio 82 Boldinalk values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 1 wnglhtSoft RightSuRe Residenbal- 5.0.64 RSR26015 2002-Mar-06 12:12:28E:\Fd.Mdrhonon\1965\1985.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House a 1 DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16198 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15736 W x 0.0167 = 210 cfm 2. Winter infiltration load 1.1 x 210 cfm x 32 OF Winter TD = 7400 Btuh3. Winter infiltration HTM 7400 Btuh / 260 ftz Total window = 28.5 Btuh/ftz and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15736 ft3 x 0.0167 = 105 cfm 2. Summer infiltration load 1.1 x 105 cfm x 18 OF Summer TD 2081 Btuh3. Summer infiltration HTM 2081 Btuh / 260 ft2 Total window = 8.0 Btuh/ft' and door area Procedure C - Latent Infiltration Gain 17 0.68 x 43 gr/lb moist.diff. x 105 cfm = 3100 Btuh rroceaure u - tquipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 OF Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24414 BtuhSumofventilationandstructureloads = 25404 Btuh Rating and temperature swing multiplier x Equipment sizing load - sensible 0.98 24896 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 BtuhInternalloads = 230 Btuh x 5 people + 1150 BtuhInfiltrationloadfromProcedureC + 3100 Btuh Equipment sizing load - latent = 5724 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldlflallo values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wr mgh'tSOft Right -Suite ResidenUal- 5.0.64 RSR26015 2002-Mar-06 12:1228 AI,Cd\ E:THe81 t orton11965\1965.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING a n ne a c' n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 a n se a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 2.9 LAUNDRY M/BTH M/BR a n nw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 BR 2 a n nw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 I BR 3 a n sw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR 4 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 FAMILY b n sw a C n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9 KITCH/NOOK a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2 BTH 1 ^' I/VnghtsOft RightSuite Residential"" 5.0.84 RSR26015 2002-Mar-0612:12:28 E:\Files\drhorton\1965\1965.rsr Page 1 RIGHT-J WORKSHEET Entire House 3 0 DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: fm ha. 1 Name of room Entire Howe LIVING LAUNDRY M/BTHI4MMUAL2Lengthofexposedwall202.0 ft 54.0 ft 10.0 ft 6.0 ft 3 Room dimensions 31.0 x 13.0 ft 10.0 x 6.0 ft 9.0 x 18.0 ft Ceikrgs Condit. Option 8.0 ft heat/cool d 8.0 ftl heat/cool 8.0 111 heaVcool 8.0 1111 heat/cool TYPE OF CS HTM Area Load (Btuh) Area load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Cig its Htg IC19 OF) Htg I Cig 112) Htg I Cig ft') mg Clg 5 Gross a 14B 4.6 2.1 1248 320 0 0 Exposed b 12C 2.9 1.9 48 48 0 0 walls and c 13C 32 1.2 320 64 80 48 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 37.0 168 6209 55 2033 0 0 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 0 0 Heating c 9A 29.9 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 20.4 16 325 3 59 0 0 0 0 glass doors NE/NW 39A 80 3152 32 1261 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0 0 0 0 SE/SW 47.4 126 5975 20 953 0 0 0 0South0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0 b 10D 14.7 9.9 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 1026 4728 2113 265 1221 546 0 0 0 0 0 0exposedb12C2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0wallsandc13C3.2 1.2 302 961 353 64 202 75 62 195 73 48 151 56 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 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2005 3400 4463 403 683 897 60 102 134 162 275 361 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 0If0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 54 1400 0 10 259 0 6 156 0Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0Doors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 28.5 8.0 260 7400 20811 75 21351 600 181 512 1441 0 0 0 13 Subtotal loss=6+8. +11+12 30561 8048 1334 581 Less external heating 0 0 0 0 Less transfer 0 0 0 014Ductloss10305610805109133100/1 58 15 Total loss = 13+14 33617 8853 1467 640 16 Int. gains: People 300 5 15M 0 0 0 0 0 0 Appl. @ 1200 2 1800 0 0 1 600 0 017SubtotRSHgainn=7+8. +12+16 22195 4644 1129 417 Less extemal rrooling 0 0 0 0Lesstransfer000018Ductgain10QA'"« 2219 101% 464 100/ 113 100A 4219TotalRSHgain=(17+18)•PLF 1.00 24414 1.00 5108 1.00 1242 1.00 458 1201 Air required (cfm) I 1 1383 1383 1 3641 289 1 60 70 26 26 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. W 7C I 1t50R RfghtSuite Residential^' 5.0.64 RSR26015 2002-Mar-0612:12:2841ME:tF0es\drhonion\1965t1965.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONINGA Job:1965 11116198 109 COMMERCESTREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2N5 J: fm to. 1 Name of room MBR BR 2 BR 3 BR 414MMVAL2Lengthofexposedwait33.0 ft 11.0 ft 26.0 ft 11.0 ft 3 Room dimensions 14.0 x 17.0 ft 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 ft Ceilogs Condit. Option 8.0 ftj heat/cool 8.0 ft heat/cod 8.0 ft heat/ood 8.0 ftj heaUcool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft') Hlg Clg ft') Htg Ci9 Htg Clg Htg I Clg 5 Gross a 14B 4.6 2.1 136 88 208 88 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 128 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 32 1183 16 591 16 591 16 591 glass doors b 8C 37) 0 0 0 0 0 0- 0 0 Heating c 9A 29.9 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 20A 0 0 0 0 2 41 2 41glassdoorsNE/NW 39.4 32 1261 16 630 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 47.4 0 0 0 0 14 663 14 663 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 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14,7 9.9 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 2.1 104 479 214 72 332 148 192 885 395 72 332 148exposedb12C2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 128 403 150 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 2.2 238 404 530 154 261 343 1611 285 374 121 205 269b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0..00 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 11 285 0 26 674 0 11 285 0Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ, d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 28.5 8.0 321 911 256 16 455 128 16 455 128 16 455 128 13 Subtotalloss=6+8..+11+12 4235 1925 2890 1869 Less external heating 0 0 0 0Lesstransfer000014Ductloss10942310192102801018015Totalloss = 13+14 46M 2117 3179 2056 16 Int gains: People @ 300 1 300 0 0 0 0 0 0 Appl. Q 1200 0 0 0 0 0 0 0 017SubtotRSHgain=7+8..+12+16 2711 1250 1601 1250Lessexternalcoding000 18 Less transfer Duct gain 10 0 271 109 0 125 10 0 160 10 0 12519TotalRSHgain=(17+18)'PLF 1.00 2982 1.00 1375 1.00 1762 1.00 1375 1201 Airrequired (cfm) I 1 192 169 87 78 131 100 85 78 Printout Certified by ACCA to meet all requirements of Manual J 7th Ed. C W r" Gj"tsOf : RlghlSuite ResidendelTM 5.0.64 RSR26015 2002-Mar-0612:12:28 E:\Fl1es\ditdon\1965\1965.rsr Page 2 RIGHT-J WORKSHEET Entire House r DEL AIR HEATING,AIR CONDITIONING,R Job:1965 11/16I98ll 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: tin to 1 Name ofroom FAMILY KITCH/NOOK BTH14MANUAL2Lengthofexposedwall33.0 ft 18.0 ft 0.0 ft 3 Room dirnensions 15.0 x 19.0 ft 18.0 x 17.0 ft 12.0 x 9.0 ft Ceil gs Condit Option 8.0 ftl heat/cool 8.0 ft heal/cool 8.0 It heat/cool TYPE OF C HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) AreaEXPOSURENO. Htg I Clg W) Htg Clg ft2) Htg I Cig W) Htg Clg Htg CI9 5 Gross a 14B 4.6 2.1 264 144 p Exposed b 12C 2.9 1.9 0 0 0 walls and c 13C 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 Windows and a 1C 37.0 0 0 33 1220 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0f0.0 0 0 0 0 0 0 7 Windows and North 20A 5 99 4 85 0 0glassdoorsNE/NW 39.4 0 0 0 0 0 0 Cooling F_Mr 0.0 0- 0 0 0 0 0 SE/SW 47.4 49 2329 29 1367 0 0South0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 210 968 432 111 511 229 0 0 0exposedb12C2.9 1.9 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 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 2.2 285 483 634 306 519 681 108 183 240 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 0f0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 18 467 0 0 0 0Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 is dpl. d 0.0 0.0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 54 1537 432 33 939 264 0 0 0 13 Subtotal loss=6+8. +11+12 5839 3656 183 Less extemal heating 0 0 0Lesstransfer00014Ductloss10OA58410366109' 18 0A'••' 15 Total loss = 13+14 6423 I 4022 201 16 Int. gain& People @ 300 4 1200 0 0 0 0 1200 0 0 1 1200 0 017SubtotRSHgam-77++8. ++112+16 5127 3826 240Lessexternalcoding00 Less transfer 0 0 018Dudgain10°/' 513 10 383 109 24 19 Toted RSH gain=(17+18)•PLF 1,00 5640 1.00 4208 1.00 26420Airrequired (cfrrl) 2641 320 I IrZi 238 81 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed wngHtsoftt RighlSuite RoWential- 5.0.64 RSR26015 2002-Mar-06 12:12:28AE:\FiIesWdiorton\198511965,rsr Page 3 Must have a Nnhus QeararKe Of 4 inches ¢round the ofr hhanndtor per the State Enerfly code. AU duct has an r=6 YKulatbn yalue. Z Cl 0 o A 0" (, Rating 9 c mEJLJ Q w MIC MiTek' July 3, 2003 MiTek Industries Inc. 14515 Nodh Outer Ford he, Sub 300 Chesterfield, ISO 63017 USA The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu Span truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I4673734 thru I4673754. Total: 21 drawings. Job DR1965F Builder D.R. HORTON Location STANDARD MODEL 1965, ELEVATION F County SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 21 Truss drawing. 2) Truss Index. July 3, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. OF TRUSS INDEX OF JOB DR1965F Trusses Induded=21 0,"0R1965F\a.tre" 14673734 1,"'\DR1965F\all.tre" 14673735 2,MR1965F\al3.tre" 14673736 3,"\DR1965F\al5.tre" 14673737 4,"1DR1965F\al7.tre" 14673738 5,"\DR1965F\al9.tre" 14673739 6,"\DR1965F\a2.tre" 14673740 7,"'\DR1965F\a7.tre" 14673741 8,"'0R1965F\a9.tre" 14673742 9,'1DR1965F\agl.tre" 14673743 10,"\DR1965F\ag2.tre" 14673744 ll,"OR1965FW.tre" 14673745 12,VR1965F\bg.tre" 14673746 13,"\DR1965F\cg.tre" 14673747 14,"\DR1965Fy.tre" 14673748 15,"\DR1965F1j1.tre" 14673749 16,"'\DR1965F\k.tre" 14673750 17,"\DR1965FU.tre" 14673751 18,"1DR1965F\m.tre" 14673752 1'9,"\DR1965F\s.tre" 14673753 20,"'\DR1965F\sl.tre" 14673754 r * ' NO.45161 v STATT O 0 IONAL April 1, 2003 AWARNntit3 - V*rW design ,p&mnwtw* and Raw MMS ON Tans AND JWVBRSX fame B&?OPe VSC- ••asss e Design vaNd for use ony wNh MRek connectors. Thh design It based only upon parameters drown, and k for an IndlAduol buNdkrg component to be Installed and loaded verticaNy. AppNaabMy of design parameters and proper Incorporation of component It responslbMy of bulding desgner - not truss designer. Wooing shown Is lot literal support of Individual web members ony. Add Donal temporary bracing to Insure stabMy during construction is the responsiblNty of the erector. AddIflonal permanent brbcktg of the overall structure Is the responslbNNy of the bulding designer. For general guidance tegordIng tobrbatbn, qualty contIC1, storage, deNvery, erection and btocIng, consull OST-86 Oually Standard, DSS-89 tracing SpecMeatlon, and HIS-91 M iTek® Handllna Instulllna and Srackv Rocommenddlon avallable from Russ Plot* InstNute, 693 D'OnofRlo Drive, Modkon. W153719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 0110, 13/4 *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property f 'fie securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachuother. o WEBS J5 Cr 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , Q joint and embed fully. Avoid knots and wane plates IA" from outside edge of v o a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices I/4at panel length(+ 6' from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal rotor to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicuk7r slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM A CLIP erection and installation of trusses, 81993 Mitek Holdings, Inca FORM18,019 Cwws'nw4 ® ffMRO,AIA® 4 ...' . Jdib russ Truss Type ty Y 14673734 R1965F A ROOF TRUSS 16 1 Job Reference to tion01) sFebr eIndustries, na on Mar 31 14:;3: age 1 7-1.3 13.6-10 20 0 20-5-e 32-10-13 40 0 j1-02-y 1-0-0 7-1.3 8.5-e 6s6 6se 6-5-6 7-1-3 :: 1-" Scale - 1:68.6 5.00 52 5x8 5 5x6 % 5xe Z 4 8 2A 2x4 3 7 c 2 8 _ 9I 1 Us - 14 13 12 1110 3x8 40 = 3x8 = 3x8 = 30 3x8 = 10314 i 20-0-0 29-8-2 40-Mr. 10-3-14 9-8-2 9-8-2 10314 Plate Offsets 81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) -0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-12 > 753 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2.8-6 oc purlins. BOT CHORD 2X 4 SYP No.2D BOT CHORD Rigid ceiling directly. applied or 4-8-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS ( lb/size) 2 =1951 /0-8-0, 8 -1951 /0-8-0 Max Horz 2=-190(load case 5) Max Uplift 2=-809tload case 4), 8=-809(load case 5) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2-14 2.3=-3714, 3.4=-3345, 4-5=-2354, 5-6=-2354, 6-7=-3345, 7-8=-3714, 8-9= 14 BOT CHORD 2-14=3396, 13-14=2826, 12.13=2826, 11-12=2826, 10-11 =2826, 8-10=3396 WEBS 3-14=-410, 4-14=536, 4.12=-866, 5-12=1329, 6-12=-866, 6-10=536, 7-10=-410 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 809 lb uplift at joint 2 and 809 lb uplift at joint 8. LOAD CASEIS) Standard Junaidie Budiman, Lic.#461 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Ced,# 6634 O WARMIYO - Vtr(& design puns tom sad RCM NQ=9 ON TWO AND RSVCRBIC BUDS SCP'OtRS USX, w Design valid tot use only with MITek CannecIOM This design Is based only upon parameters shown, and is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown it tot lateral support at Individual web members only. Additional temporary bracing to kuure slabMlly during condructlon k the responsibility of the erector, Additional permanent bracing of the overall structure Is the iesponskrlNty of the building designer. For general guidance regaiding tobricatlon, quailly conhoL stotoge, delivery, erection and bracing, consull Q$1-66 Quality Standard, 096.89 Bracing Specification, and HIS-91 M Tek HandlingInstallingand6rooft6eeommendallonavolioblefromhuaPlateInstitute, e63 D'Onohb Drlve. Madison, WI 63719, Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 Follow Could Cause PropeiPry 1JA * Center plate on joint unless DClr'I'iage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. 8 J2 J3 J4 owner and ail other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2cs other. o ' WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q joint and embed fully, Avoid knots and wane plates I/s" from outside edge of 0 a _ at joint locations. truss and vertical web. o a o 4, Unless otherwise noted, locate chord splices at I/4 length(+ 6" fromC, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in JI J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6, Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1691, 1329, 4922 ft. spacing, or less, 'rf no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. 41993 Mtaic Holdings, Inc. FORM018,019 aniuo-ano. ® HYDRiil —AIN ® L 1 : ruse Truss Type ty y 14673735 R1965F A11 ROOF TRUSS 1 1 Job Reference to tional) s e i e Industries, nc. on Mar 31 14:31:46age o-q 6-9-14 „ao 17.0.0 23-" 29.0-0 i 34-2-2 i 40-0-0 91-00I 1.0.0 5.944 5-2-2 6-o-0 B-0.0 6-0.0 5.2-2 5.9-14 1-" Scale = 1:69.8 54 — 5x8 = 5x8 = 3x4 = 5.00 F,2 4 5 8 7 2x4 2x4 3 a F F2 9 1 1oi I o 3x8 - 15 14 13 12 11 3x8 = 4x8 = 3x4 = 3x8 = 3x8 = 3x8 11-0.0 20-0.0 29-04) , 40-0-0_ If-" 9.0.0 9-" If." Plate Offsets[2:0-4-2,0-1 - - . e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP WILL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) -0.36 13 >999 M1120 249/190 7.0 Lumber Increase 1.33 BC 0.97 Vert(TL) -0.6611-13 >715 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.19 9 n/aITCDLBCDL100CodeFBC20011stLCLLMinI/dell = 360 Weight: 192 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. SOT CHORD 2 X 4-SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7.4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 =1951 /0-8-0, 9 = 1951 /0-8-0 Max Harz 2=114(load case 4) Max Uplift2 = -7631load case 21, 9=-763(load case 3) FORCES (lb) - First Load Case OnlyTOPCHORD1-2 -14, 2-3 - -3770, 3-4 = -3361, 4-5 = -3129, 5-6=-3856, 6-7 =-3129, 7.8 - -3361, 8-9 = -3770, 9-10 =14 BOT CHORD 2-15=3439, 14-15=3798, 13-14=3798, 12-13=3798, 11-12=3798, 9-11 -3439 WEBS 3-15=-368, 4-15=872, 5-15=-854, 5-13=106, 6-13=106, 6-11 =-854, 7-11 =872, 8-11 =-368 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h-18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DO1=1.33 plate grip DOL-1.33. 31 Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 763 lb uplift at joint 2 and 763 lb uplift at joint 9. LOAD CASES) Standard Junaidie Budiman, Lic.#451111 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.N6634 A, WARMNO - Yer{Jjf design pararr sterat "dRCAA NOTES ONTM5 AND Rlli SM 8EMR6 V=. "losses 41) Design valid toy use only with Mtfek connectors. This design sis booed only upon potametets drown, and is tot an IndMduol butding component to be installed and loaded vertically, ApplcabtRy of design patomet•ewrsandpropetInpotatlon isofcomponent tesponslaMly of building deslgnet - not flue deslgnet. Bracing shown Is toy loterat support of IndNkAral web members only. Additional temporary bracing to Insure stability during oondruction Is the responsibaty of the erector, Additional petmonent brbcing of the ovetal stfuctuie is the iesponslbllty of the buildup designer. Foy general guidance , regarding fobrioation, quall1y oontfot :totals, delivery, erection and byacetg, consul! GST-88 Ouallly Standard, 031.89 Iroaft SpecRlcabon, and HIN-91 Handling Installing and Iokm roVRecommendationavailablefroTrussPlate Indaute, 543 D'Onoeb Dtive, Madison, W 153719. MTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13i. *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. 8 J2 J3 J4 owner and all other interested parties., 1 TOP CHORDS 2. Cut members to bear tightly against eachirC1 other. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ;' 00 joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a ° _ at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at /4 length(* 6" fromceC, r6 panel adjacent joint,) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and M %k/Gang-NaH Joint/Plats Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 0010 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTeke engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 IV Mf/0R0 air 0 1 111 A ruse Truss Type ty Y 14673736 R1965F A13 ROOF TRUSS 1 1 Job Reference fo tionaq s e l e n ustries, no. on Mar 31 14:31:47 2003 Page 1-0-0 6-9-14 1340 17 8 0 I 22-4-0 I 27-" 1 33.2.2 40.0-0 j/.4Q1 1-" 6-9.14 6-2-2 4.8-0 4.8-0 4-8-0 6.2-2 6.9.14 1." Scale = 1:69.8 5x6 = 2x4 II 3x4 = 5x8 = 4 5 6 7 5.00 12 20 \\ 2x4 3 6 w2 9 1 t0ida 3x8 = 16 15 14 13 12 11 3x8 3x4 = 3x8 = 3x8 = 3x4 =3x8 = 30 9-1-14 17.8-0 22-4-0 30-10.2 40.0-0f 9.1-14 8-6-2 4-8.0 8-6.2 9-1-14 Plate Offsets i12:0-4-2,0-1-81,14:0-3-0,0-2-4],17:0-3-0,0-2-4],19:0-4-2,0-1-81 LOADING (psf) SPACING 2-0-0 CS! DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.68 Vert(LL) -0.31 14 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.56 14-16 >844 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1 at LC LL Min I/defl = 360 Weight: 201 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No2D TOP CHORD Sheathed or 2-9-8 oc purlins. BOT CHORD 2 X 4 SYP No2D BOT CHORD Rigid ceiling directly applied or 5-5.10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 =1951 /0-8-0, 9 =1951 /0-8-0 Max Harz 2 =131(load case 4) Max Uplift2=-7350oad case 41, 9=-7350oad case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3759, 3-4=-3463, 4-5=-3281, 5-6=-3281, 6-7=-3281, 7-8=-3463, 8-9=-3759, 9-10=14 BOT CHORD 2-16=3436, 15-16=2877, 14-15=2877, 13-14=3281, 12-13=2877, 11-12=2877, 9-11=3436 WEBSt 3-16=-368, 4-16=554, 4-14=622, 5.14=-341, 6-14--0, 6-13=-341, 7-13=622, 7-11 =554, 8-11 =-368 NOTES t ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; paitially;MWFRS gable and zone; cantilever left and right exposed ;Lumber DOL- 03 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 735 lb uplift at joint 2 and 735 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4511 i1 MiTek lndusties, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cent. #6634 B, wMMO - verW &#Wn pad ama*m and RRAD NOTE* ON rareAND MVZRW 81102 eJit+DRX USX. (10 Design valid for use only with MRek connectors. This design is based only upon parameters drown, and Is for an Individual building component to be Installed and Waded vertWdNy. Applicability of design parameters and proper Incolporation of component Is responsR>Wty of building desl*ner - not hues designer. Brackia shown Is fa lowal support of Individual web members only. Additional temporory broclng to Insure stability during condructbn Y the iesponsibittly of the ersclor. Addillonal permanent bracing of the overas structure Is the responsibl ity of the building designer. For general guidance regarding tobdeatlon, quasty conhoL stoic**, delivery, erection and brocln*, consull 057-88 GualRy Standard, 031-89 Sraaht* SpealRcalbn, and HIN-91 Handling Installing and Nacmg Recommendation avolloble hom Truss Plate Institute, 583 D'Onoblo Drive, Madison, WI $3719. M iTek® Symbols PLATE LOCATION AND ORIENTATION Y/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE 0 0 U L O Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING VnA FORM018,019 Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N 14! 0 MTek® MYOAOA® nw iPANE Cup L General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4, Unless otherwise noted, locate chord splices at )/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. It / Job Truss Truss Type Qty Ply DR HORTON 14673737 R1965F A15 ROOF TRUSS 1 1 optional) A CUSPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MITek Industries, Inc. Tue Apr 01 11:07:26 2003 Page it-0Q 7-9-14 15-" 20-0-0 25P0 { 32-2-2 40-0-0 1_4F 1-0-0 7-9-14 7-2-2 5-0-0 5-0-0 7-2-2 7-9-14 1-0-0 Scare • 1:68.5 Sa3 2W II 5)e_ sm 12 4 b 8 Us 5e 3 2 8 1 C US = 14 13 12 11 10 3.0 = 3W= US = 3Wx 34= 3.4= 10314 20.0.0 29-8-2 40-0-0 10314 "-2 9-8-2 10314 Plate Offsets MY): 2:0-4-2 0-1-8 3:0-3-0 0-3-04:0.3-0 0-2-4 6:0-3-00-2-4 :0-3-0 0-3-0 8:0-4-2 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.94 Vert(LL) -0.28 12 >999 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.62 10-12 >759 BCLL 0. 0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.16 8 n/a BCDL 10. 0 Code FBC2001 1 st LCLL Min Well = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No2D "Except* TOP CHORD Sheathed. 1-3 2 X 4 SYPNo.1 D, 7-9 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 5-3-7 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No 3 REACTIONS (lb/ size) 2=1951/0.8-0, 8-1951/0-8-0 Max Horz2= 1 48(load case 4) Max Uplif12=- 759(load case 4), 8-759(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3661, 3-4=-3332, 4-5=-2888, 5-8=2888, 6-7=-3332, 7-8=-3661, 8-9=14 BOT CHORD 2-14=3351, 13-14=2667,12-13=2667, 11-12=2667,10-11=2667, 8-10=3351 WEBS 3- 14=-448, 4-14-685, 4-12=355, 5-12=-363, 6-12=355, 6-10=685, 7-10=-448 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001;120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; perually;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 759 lb uplift at joint 2 and 759 lb uplift at joint 8. LOAD CASE( S) Standard Junaidie Budiman, Lic.N451 1 MiTek Industies, Inca 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 O Wmmo - Ver{ f jr andRun HOT6s ON ms ANDRnmRSlt sm im"an un. aria w. Design valid for use only with MRek connectors. This design Is based only upon poametea shown, and is tot an Individual building component to be Installed and boded vertically. AppNcabMty of design paramWots and proper howporallon of component is responslbMy of building designer - not buss designer. Stachg shown Is to lateral support of Individual web members only. Additional temporary btacing to Insure stability duthg consltuction is the responsibility of the erectoi. AddSlonal permanent br'tchg of the ovetal structure is the tespon"y of the building designer. Fat 9eneral guidance regarding fabrkatbn, quality control, storage, deNvery, erection and bracing, co cult OST-88 Cually Standard, 031-69 tracing Specification, and HIS-91 Handling Installing and Stock* Recommendation ovalloble from Truss ive Plate Institute, 883 D'OnoUb Dr, Madison, WI 53719, M iTe k® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property i3/19 *Center plate on joint unless carnage Or personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each other. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of c 0 a _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices length(' 6" fromcat'/a panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 JT J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Pilate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-76, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, ff no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MTek® engineer. 15. Care should be exercised in handling, TM PANEL CLIP erection and installation of trusses. C 1993 Mltek Holdings, Inc. FORM018.019 HMRD A/A® ruse Truss Type ty y 14673738 R1965F A17 ROOF TRUSS 1 1 Job Reference (o tional) sFebr eindustries, of , on Mar age 1 0 6.1.3 11-6-10 17-oo 23-0-0 285" 1 33.10.13 1 40.0-0 -09-0I1-0.0 6-1-3 51" 5.5-6 6-0.0 55-6 5.&6 6.13 1.0-0Scale = 1:69.85x6 = 5x8 6. 00 12 5 6 3x4 3x4 4 7 5x6 i 5x6 3 8 2 1 8 70Id 3xa j 16 15 14 13 12 11 US 3x4 = 3x6 = 3x4 = 34 = 3x4 = US = 8. 4-11 17.0-023.0.0 31-7-5 _ _ _ l84- 11 0-75 6.0-0 8.7-5 8-4-11 IPlate offsets : - : LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.27 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.54 11-13 >880 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1 at LC LL Min Well = 360 Weight: 207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS ( lb/size) 2 =1951/0-8-0, 9 =1951 /0-8-0 Max Horz 2-165(load case 4) Max Uplift 2 - -781 (load case 4), 9=-781(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2-14, 2-3--3817, 3-4--3552, 4-5=-2689, 5-6=-2494, 6-7=-2689, 7-8=-3552, 8-9=-3817, 9-10=14 BOT CHORD 2.16 = 3485, 15-16 = 3023, 14-15 = 3023, 13-14 = 2494, 12-13 = 3023, 11-12 = 3023, 9-11 = 3485 WEBS 3-16=-305, 4-16=468, 4-14=-716, 5-14=613, 6-14=-0, 6-13=613, 7-13=-716, 7-11 =468, 8-11 =-305 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h-18ft; TCDL=4.2psf; BCDL-5.Opsf; occupancy category 11; exposure 8; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 1 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 781 lb uplift at joint 2 and 781 lb uplift at joint 9. LOAD CASEIS) Standard Junaidie Budiman, Lic.#461 MiTek industies, Inc. 14515' North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert.# 6634 A WAR NG - v rft destn parmwirterar wW XtAD NMN ON T= AND RBVRRBB dQM BEAN EM. am"" 49 Design vaN d for use only with MItek aorinectots. This design is based only upon parameters shown, and is for an IndMdual binding component to be El Installedandloadedvertically. AppACobMca lllr ofdesignparametersandproperInporatlonofComponent is responsbllty of building designer - not truss designer. Bracing shown is for lutsralsupport of Individual web members only. Additional temporary bracing to insure stability during construction R the esponsbl6y of the etectot. Additional peirrlanent bibcing of the overal shucture It the responsblitty of the building designegeneral r. For guidanceegardingfabrioaflon, quollly conhol, storagtr, delivery, erection and bracing, consul OST-88 Ouailly standard, D89.89 Bracing SpecUcatlan, and HIII-91 MiTek® Handling Instal6na andgracingflecommendalionavalablefromTrussPlateInstitute. 593 D'Onohb D+Ne, Madison, W 163719, Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/14 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. 1/8u J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachC2Q other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate joint and embed fully. Avoid knots and wane plates r/a"from outside edge of o a X at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices t/ 4 atpanel length(* 6" from adjacent joint.) CeBOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT, is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75. 91-28 10. Top chords must be sheathed or pudins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M Tek® engineer, 16. Care should be exercised in handling, installation TMCPti1is€ L erection and of trusses. O 1"3 Mife Holdings, Inc. FORM016. 019 NMRO1ASNO f 0 ob Iruss I ruse I ype ty y N 14673739 R1965F A19 ROOF TRUSS 1 1 Job Reference to tion01) s e i e n ustr es, na on Mar 31 14:31:50age a0 e-s 3 1 12-10-10 19-0-0 . 21-0-0 , 27.1-e 33-2-13 40-0-0 -ao 1-0-0 6.9.3 6-1-6 5.1-e 2-0-0 6-1-6 8.1.6 6-9.3 1.0-0 Scale = 1:71.2 5x8 = 5x6 = 5.00 12 5 6 3x4 y 3x4 4 7 5x6 i bx6 3 6 2 e 1 10I$ Us — 76 15 14 13 12 11 3x6 3x4 = 3x6 = 3x4 = 30 = 3x6 = 3x4 = 9-9-14 19-0-0 21-0-0 30-2-2 40.0-0 9-9-14 9.2-2 2-0.0 9-2.2 9.9-14 Plate Offsets : - , - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LU -0.33 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 SC 0.83 Vert(TL) -0.57 14-16 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TU 0.17 9 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SYP No,2D BOT CHORD Rigid ceiling directly applied or 5-3-4 oc bracing. WEBS 2 X 4 SYP No'.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (lb/size) 2 =1951 /0-8-0, 9 =1951 /0-8-0 Max Horz 2-182(load case 4) Max Uplift2=-801(load case 4), 9=-801(load case 5) FORCES Ob) - First Load Case Only TOP CHORD 1-2=29, 2-3--3939, 3-4=-3579, 4-5=-2575, 5-6=-2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29 BOT CHORD 2-16=3523, 15-16=2946, 14-15=2946, 13-14=2304, 12-13=2946, 11-12=2946, 9-11 =3523 WEBS 3-16=-408, 4-16=560, 4-14=-863, 5-14=667, 6-13=667, 7-13=-863, 7-11 =560, 8.11 =-408 NOTES 1 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=1Oft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 801 lb uplift at joint 2 and 801 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert.#6634 0, WARNZNG - ver{ y dew pammaller. and xa w xOMS ax TRW AND XVVZR= MW eamxa trS& • Design vasd for use only with MRek connectors. thisdesign is based only upon parameters shown. and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incoipoialion of component Is responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of individual web members only. Additional temporary bracing to Insure stability duiing construction Is the responsibility of the erector, Additional permanent brbrcing of the overall structure a the iesponsbOy of the building designer. For general guidance regarding fabrication, quality control. storage, deNwry, erection and bracing, consull CST-68 Quality Standard, DSB-e9 Bracing Speeftation, and Nu-91 MiTek® Handlina trntaRlnq and Brocing Recommendationavagtruss abiehomPlate Institute, 683 D'Onollo Drive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION Is/,4 *Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 CrLr*For 0 4 x 2 orientation, locate v plates I /8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85 75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. M Teke FORPM18,019 ii/MRO-A/A0 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2, Cut members to bear tightly against each other. 3. Puce plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at A panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, ff no ceiling is installed, unie4s otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 01993 M tekHok#ings, Inc. J0*5 I ruse I ruse I ype ty y 14673740 R1965F A2 ROOF TRUSS 2 1 Job Reference to liana s e I e Industries, nc. onMar: -51 2003 Page 11.09 7-4-14 14-2-0 I 20-0-0 23.0-0 28-" ( 33-10-13 40•0-0 4100 1-0-0 73-14 6-9-2 6-10-0 3-0-0 6.58 564 6-" 1.0-0 Scale = 1:69.8 5x8 = 6.00 12 5 US 6 2x4 II 4 3x4 7 5x8 5Xe 3 axe = 16 5x12 — 8 ex8 2 9 ,} 1 10Id 3x6 — 19 16 14 13 12 11 Us — 3x4 = 2x4 11 2x4 11 5x8 = 2x4 I1 7-4-14 14-2-0 20-8.0 23-0.0 28-6-6 33-10-13 i 40-0-0 7-4-14 6-9-2 6.4-0 2-6-0 5-5-8 5-5.6 6-13 Plate 0 sets - - - '.., ' LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) -0.14 18 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.30 Vert(TL) -0.21 18-19 >999 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TU 0.05 16 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 238 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-0 oc purlins. SOT CHORD 2 X 4 SYP N0.2D `Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND JOINTS 1 Brace at Jt(s): 15 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 771 /0-8-0, 16 = 2456/0-4-0, 9 = 719/0-8-0 Max Horz 2 =190(load case 4) Max Uplift2'--3950o8d case 4, 16=-829(load case 4), 9--490(load case 5) Max Grav 2=797(load case 6), 16=2456(load case 1), 9=877(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2-14, 2-3=-837, 3-4=-327, 4-5=-327, 5-6=1791, 6-7-1387, 7-8=-223, 8-9=-839, 9-10=14 BOT CHORD 2-19=765, 18-19=-0, 17-18=66, 4-17=-468, 16-17=-1401, 15-16--1285, 13-15=96, 6-15=164, 13-14=0, 12-13--0, 11-12=762, 9-11 =766 WEBS 3-19=-408, 17-19=933, 3-17=-470, 12-15=283, 7-15=-1487, 7-12-185, 8-12=-619, 8-11 =112, 5-17=1990, 5-16=-1947, 6-16=-492 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h-18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 395 lb uplift at joint 2, 829 lb uplift at joint 16 and 490 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drve Suite 300 Chesterfield, MO, 63017 Cert.#6634 QWA/ti MO - V# jjjl design pantmstem and RLAM MOMS ON TH78 AND RCMIRSS SM 9GP'ORX U8A, e*•wr40 Design valid for use only with MRek connectom this deslgnIs based only upon parameter shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsbNlty of the erects. Additional permanent bracing of the overa8 structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, deSvery, erection and bracing. consult OST-88 Quality Standard, DSS-89 Bracing Specification, and HIS-91 Nandllnp Installing and SrocMp Recommendation available from Truss Plate Institute, US D'Onohlo Drlve, Madison, W153719, MiTek Symbols Numbering System AGeneral Safety Notes PLATE; LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1M * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property 1securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate joint and embed fully. Avoid knots and wane plates/ a" from outside edge of o d at joint locations. truss and vertical web. o 4. Unless otherwise noted, locate chord splices Plat r/4 length(' 6" from capaneladjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and x perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ff. spacing, or less, ff no ceiling is installed, 400Punlessotherwisenoted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 93WI3-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MIIre- k0 engineer, 15. Care should be exercised in handling, TM 0 PANEL CL1P erection and installation of trusses. 1 "3 Mltek Holdings, Inc. FORM016,019 mmpawp ® 1 4 ':0 6 russ Truss Ype tY R1965F A7 ROOF TRUSS 1 2 i4673741 Job Reference (o tionaD T - - , , s e 1 e n ustnes, nb. on ar : : age 3-9-14 7.0.0 13a14 i 20-M 26-6-2 33-00 36-2-2 40.0-0 4I:" i 1-0-0 3-9-14 3-2.2 6-0-14 6-5-2 6s2 641-14 3-2-2 3-9-14 1-0.0 scale x 1:89.8 axe = axe = 5 00 12 Us 7x8 = Us= 4 5 6 7 8 2x4 TTI 2x4 i 3 9 _ 2 10 71I' 1*C 3x8 = 16 15 14 13 12 axe 3x4 = 5x6 = Us = 54 = 3x4 = 7-0-0 13.6-14 20-0-0 26 5-2 33.0.0_ _1 _ 40-0-0_ 7-0.0 6-6-14 6S2 6-5-2 6-6-14 7-0.0 Plate Offsets LOADING (psf) SPACING 2.0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.72 14 >653 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.88 Vert(TL) -0.99 14-15 >478 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.24 10 n/a SCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 430 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 4-5-9 oc puffins. 4-6 2 X 6 SYP SS, 6.8 2 X 6 SYP SS SOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing. BOT CHORD 2 X 4 SYP No2D *Except* 13-15 2 X 4=SYP No. 1D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=3875/0-8-0, 10 = 3875/0-8-0 Max Harz 2=-790oad case 5) Max Uplift2 = -2028(load case 2), 10 = -2028(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2.3=-8384, 3-4=-8662, 4-5=-12493, 5-6=-13909, 6.7=-13909, 7-8=-12493, 8-9=-8662, 9-10=-8384, 10-11 =29 BOT CHORD 2- 16=7514, 15-16=8058, 14-15-12490, 13-14=12490, 12-13=8058, 10-12=7514 WEBS 3-16=562, 4-16-599, 4- 15=4848, 5-15=-1700, 5-14=1554, 6-14=-1000, 7-14=1554, 7.13=-1700, 8-13=4848, 8-12=599, 9-12= 562, NOTES 1) 2-ply truss to be connected together with 1Od Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-98 per FBC2001; 120mph; ha 18it; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 4) Provide adequate drainage to prevent water ponding. 51 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2028 lb uplift at joint 2 and 2028 lb uplift at joint 10. 6) Girder carries hip end with 7-0- 0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 383.91b up at 33-0-0, and 603.21b down and 383.91b up at 7-0.0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase= 1.33 Uniform Loads (pit) Vert: 1-4=-74.0, 4-8=-154. 2, 8-11 =-74.0, 2.16--20.0, 12-16=-41.7, 10-12=-20.0 Junaidie 8udiman, Lic.051 1 Concentrated loads (lb) Vert: 16 = -603.2 12 =-603.2 MiTek Industles, Inc. 14515 North Outer Forty Deve Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNING - Vtri,* design ps untettrt and R&W NOMB ON TRW ANDRXMM W SiD6 BXFOM USE. st tsr ® Design vaSd for use onty with MRek cone statots. This design is based only upon parameters shown, and is far an individual building component to be Inslolled and boded vwllcogy. AppSCablWy of design patorrietets and proper Incotpotation of component is tesponslblSty of buNding designer - not puss designer. Bracing shown Is tot lateral support ofIndividualwebmembersonty. Additional tomporoty bracing to Insute stability during construction 1s the responsiblllty of the ersclot, Additional petmon*nt bNcing of the ov*tall shuctum is the iesponslbilly of the bu$dfng designer. For gonetal guidance regarding tobticatbn, quality eonhol, storage, delivery, erection and bracing, consull QST-641 Quality Standard. DSO-89 $facing Specification. and, NIB-91 Handling Installlna and Bracing Recommendation ava$able from Truss Plot* Institute, 593 D'Onoftlo DrNe, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 12/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat, J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against eachI " other. o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate' i ; Q joint and embed fully. Avoid knots and wane plates I/s" from outside edge of L) o a _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at r14 length(+ 6" fromC, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular pksting format rotor to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT, practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 0010 unless otherwise noted, SBCCI 87206, 86217, 9190` 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, nTM erection and installation of trusses. OO 1 "3 "Wtej Holdings, Inc. FORM018,019 owo-nwrL ® HVIAMO,A/R0 1 4 , Job russ Truss Type ty y 14673742 R1965F A9 ROOF TRUSS 1 1 Job Reference (a tionall s e 1 e Industries, nc. on Mar age r 4-9-14 9.0-0 14-041 20.041 25-6.0 31-0-0 1 35-2-2 1 40-M j i 1-0-0 4-9-14 4-2.2 5-6-0 5-0-0 5.6-0 5-6-0 4-2-2 4-9-14 1-041 Scale =1:69.e 5x6 = 5xe = 3x4 = 5x8 = 3x4 = 5.00 r12 4 5 6 7 a 2x4 2x4 3 9 2 10 11Id1 Md 3xa _ 17 to 15 14 13 12 axe 3xa = 46 = 3x4 = 3x4 = Us = Us = 9-041 18 4 0 23 8 0 31 0-0 400 0 _ 9- 041 7-4-0 7-4-0 74-0 9-" Plate Offsets : - - - - - e LOADING'( psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.45 15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code FBC2001 1 stLC LL Min I/dell = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2D TOP CHORD Sheathed or 2-4-15 oc purlins. BOT CHORD 2 X 4 SYP No,2D BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. WEBS 2 X 4 $YP No.3 WEBS 1 Row at midpt 5.17, 7-12 REACTIONS ( lb/size) 2 =1951 /0-8-0, 10-195110-8-0 Max Harz 2=96( load case 4) Max Uplift =-791(load case 2), 10=-791(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2= 14, 2-3=-3855, 3-4=-3566, 4-5=-3329, 5-6=-4558, 6-7=-4558, 7-8=-3329, 8-9=-3566, 9-10=-3855, 10- 11=14 SOT CHORD 2-17= 3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12-13=4389, 10-12=3507 WEBS 3-17=-237, 4-17=1007, 5-17=-1300, 5-15=387, 6-15--283, 6-14=-283, 7-14=387, 7-12=-1300, 8-12 =1007, 9- 12=-237 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 791 lb uplift at joint 2 and 791 lb uplift at joint 10. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4511 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart. # 6634 WARNING - Vtrft detfyn parwrtKftrs and RB;AI! NOTES ON IWO AND RXVXMM SIDa Ol5!ORN UM. Design valid for use only with Mlek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responslblBty of building designer - not truss designer. Bracing shown It for lateral support of'Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslblity of the eneclof Additional permanent brisolng of the overall structure k the respombMy of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consul OBT-Oil Quality Standard, 05I•89 Brooing Specification, and NIB-91 Handllnq Installing and Bracing NecommwWalbn ovaeoble from Truss Plate Institute, US D'Oroelo Drive. Madison, W 163719, MiTek® Symbols PLATE LOCATION AND ORIENTATION 134 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4e continuous lateral bracing. BEARING Vn-4 Indicates location of joints at which bearings (supports) occur. FORM01 e,oi 9 Numbering System J2 J3 J4 TOP CHORDS c7 U a Q Q WEBS J5 O O aO oca ce = i CIC6 FO BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 91W80-N MiTek,& PANEL Tu CUP M WRO-A/R® AGeneral Safety !Votes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I14 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puffins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, of less, if no ceiling is installed, unleFs otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ russ ype ty y HORTON 14673743 R1965F AG1 ROOF TRUSS 1 1 Job Reference to tionaq s e r a Industries, nc. onMar age 7e-0 14-9.0 20-0-0 I 23.0-0 I 28-" 33-10-19 I 40-0-0 it." I 1.0-0 7 0 7-M 5-s-o 3-0-0 55.6 5-5.6 6-141 1-0-0 some = 1:e9.a 5x6 = 5.00 52 5 4x6 8 4 3x4 5xa 7 I I Sx6 3 7 19 5x1 a 7 1D= 06 1 2 9 II 9 101d5x8 = Us 18 14 13 12 11 Us 2.50 12 5x8 7-6.0 14-5-12 1#p 20-4.0 23.0.0 ) 28.5.6 33-10-13 40-0-0 I 7.6-0 6.11-12 0.3.4 5.7-0 2-8-0 5.5.6 6-5-6 6.1.3 Ste Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.96 Vert(LL) 0.10 19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.41 Vert(TL) -0.18 18-19 >935 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.07 18 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 294 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 3-17 WEBS 2 X 4 SYP No.3 JOINTS 1 Brace at Ails): 15 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 721 /0-8-0, 18 = 607/0-8-0, 16 =174310-8-0, 9 = 87210-8-0 Max Horz 2=190(load case 4) Max Uplif:2=-363(1oad case 4), 18=-4070oad case 4), 16--537(Ioad case 5), 9=-50211oad case 51 Max Grev 2 = 733poad case 61, 18 = 829(1oad case 6), 16 =17430oad case 1), 9 = 880(load case 7) FORCES ( Ib) - First Load Case Only TOP CHORD ` 1-2=12, 2-3=-1297, 3-4=449, 4-5-504, 5-6=885, 6-7=61, 7-8=-607, 8-9=-1215, 9-10=14 BOT CHORD 2-19-1208, 18-19--17, 16.17--718, 15-16=-57, 13-15-96, 6-15=630, 13-14-0, 12-13=0, 11- 12=1106, 9.11 -1110 WEBS 3-19=-180, 17-19-1311, 3-17=-1624, 5.16=-1030, 6-16=-984, 12-15=769, 7-15=-618, 7-12=-154, 8- 12=-607, 8-19=112, 17-18--535, 4-17=-449, 5-17=302 NOTES 1) Unbalanced roof live loads have been Considered for this design. 21 Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 2, 407 lb uplift at joint 18, 537 lb uplift at joint 16 and 502 lb uplift at joint 9. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 61 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart.# 6634 WARNING - Ver(* design parameters and RBAD NOT68 ON TAM AND RNVCRS6 WM Bi38ORX U88. Design valld for use only with Mask connectors. This design It based only upon parameter shown, and Is for an kodNWual building component to be installed and looded vertically. Applicability of design parameter and proper hocipoictlon of component Is responsibWly of building designer - not truss designer. bracing shown Is for lateral support of Individual web member only. Additional temporary bracing to Insure stobWly during construction Is the responsibWty of the erector. Additional permanent brbekp of the overall structure It the responelblWy of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and txwing, consul OST-88 Qualify Standard, OSI-89 Brooktg Specification, and HIll•91 Handllna Installing and Bracing Iecommondallon avaBPl oble fromTrussateInstitute, 583 D'Onofrb Drive, Madison, WI 53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/, * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T- For 4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabor plating format refer to the MITek/Gang-NaU Joint/Plate Placement Chart. 0 cc U a 0 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots, Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING WnA Indicates location of joints at which bearings (supports) occur. ME MTek® PANEL , TM CLIP FORM018,019 ' HYD/Tib7,Ap® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices Of I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7, Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, uniegs otherwise noted. 2. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 01993 Mtek4Holdings, Inc. Job fuss Truss Iype ty y 14673744 R1965F AG2 ROOF TRUSS 1 1 Job Reference (o tional) s e i e n ustnes, nc. on ar : age t-0-0i 7.6-0 14-9.0 1_ 67-3 22.0.0 I3-0-0iI 1-0-0 741-0 730 1-103 5-4-13 1-0.0 Us I I Scale - 1:45.1 6 2x4 11 2x4 I I 5 7 6 I$ 5xa 2x4 11 2x4 11 20 11 3x4 WO 11 5.00 12 34 II 1= 2x4 II I II 2 " 1 t 20 II 8 = 2x4 II2x411 2x4 I I 30 10 2.50 12 2x4 11 22.0.0 7.6.0 14.6-12 141r0 20-4-0 20-Br0 iFi 7-" 7.0-12 0.224 5.7-0 0-4-01.4-0 Plate Offsets : - - - ; . - - , LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.95 Vert(LL) 0.10 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.48 Vert(TL) -0.18 10-11 >949 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.07 10 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 134 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-9 2 X 6 SYP'No.2ND WEBS 1 Row at midpt 4-9 WEBS 2 X 4 SYP Noi3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 6 SYP No.2ND REACTIONS (lb/size) 2 = 734/0-8.0, 10 =1081 /0-8-0, 7 = 393/0-8-0 Max Horz 2 = 3540oad case 4) Max Uplift2 = -3080oad case 4), 10=-5140oad case 4, 7--2180oad case 5) Max Grav 2 = 7350oad case 6), 10=1081(load case 1), 7 = 405(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 -12, 2-3 =-1339, 3-4=-1339, 4-5 = 243, 5-6 = 283, 6-7 =-78, 7-8 =17 BOT CHORD 2-11 =1244, 10-11 =-32, 7-9=71 WEBS 4-11 --205, 9-11 -1382, 4-9=-1479, 9-10=-1007, 5-9=-323, 6-9--482 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partiaily;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 2, 514 lb uplift at joint 10 and 218 lb uplift at joint 7. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7. LOAD CASE(S) Standard Junaidie 8udiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Driv Suite 300 Chesterfield, MO, 63017 Cert. #6634 t& WAPJ rnvG - Voryk design ponLawtert and RXAD Noss ON TWS AND XBVZR= tsma T31SFORB X=- •,••• Deslgn vatd lot use only With M11ek connectors. This design k bated only upon parameters sflown, and k for an individual building component 10 be Installed and loaded vertically. Appl oabMy at design parameters and propel Inoorporollon of component k responsbIlly of building designer -not flue designer, Bracing shown k for lateral support at Individual web members only. Additional temporary bracing to Insure stability dutina construction Is the responsibility of the erector. Additional permanent bNoIng of the overall structure k the responsibility of the building designer. for general guldonce regarding fabrication, quality conhot storage, detvery, erection and bracing, consult GIST-a0 Quality Standard, 039.89 tracing SpeoNloallon, and HIO.91 MiTek® Handling Installlna and tracing Rraciecommendationavallablefrom Truce Plate Institute. $83 D'Onoelo Drive. Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION t'/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of a0trussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITeklGang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40,10 continuous lateral bracing. BEARING Vn Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 14! 0 M Tek® QD PEL: TM General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4, Unless otherwise noted, locate chord splices at r/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 0 I M Mitek Holdings, Inc. f FORM018,019 Job russ Truss Type ty y 14673745 1965F B ROOF TRUSS 1 1 Job Reference loptional) s Feb 19 21:103 Mi, rek Industries, Inc. on err age 1-0 oT 5.3.14 10-04) 148-2 20.0.0 12I 1-0.0 5.3-14 4-e-2 4-e-2 5.3-14 1.0.0 Scale = 1:36.0 Us = 4 5.00 FIT 2x4 2x4 3 5 2 6 CEO 3x4 = 8 3x4 = 5x8 = 10-0-0 20.0.0r 10.0-0 10-04) IPlate Offsets : - - - , -18:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 • CSI DEFL in hoc) I/deft PLATES GRIP TCLL 30.0 Plates increase 1.33 TC 0.33 Vert(LL) -0.06 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.24 2-8 >993 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1 at LC LL Min 1/defl = 360 Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-7.9 oc bracing. WEBS 2 X 4 SYP No,3 REACTIONS pb/size) 6=1004/0-1-8, 2=1024/0-8-0 Max Horz 2 =105(Ioad case 4) Max Uplift6=-429(load case 5), 2=-442(Ioad case 4) FORCES (Ib) - First Load Case Only TOP CHORD - 1.2=14, 2-3=-1569, 3-4=-1165, 4-5=-1165, 5-6=-1611, 6-7=14 BOT CHORD 2-8 =1430, 6-8 =1481 WEBS 3-8--389, 4-8=536, 5-8=-444 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h = 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category Ill; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 429 lb uplift at joint 6 and 442 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cart.#6634 Q wdRNJNG - Vor W design parameters w d R&W NOMS ON TWO AND MVERSID UM REP*= user, sue ® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and R for an lndK4duol building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of Individual wab members only. Additional temporary bracing to Insure stability during construction Is the responsiblety of the erector. Additional permanent bracing of the overall structure b the responsibility of the building designer. For gernetal guidance El regarding fabrication, quality control, storage, deNery, erection and bracing, consuit GST-era Quality standard, DSI.89 tracing Speaftatton, and HIs-91 MiTek® Handling Instalilnd and tracingRecommendation available from Truss Plate Instltute. 893 D'Onotrlo Dtive, Modkon, wi 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/14 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. i`„6 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachczc other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate joint and embed fully. Avoid knots and wane plates I /8" from outside edge of o a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splicesIatApanellength(+ 6" from adjacent joint,) ca C, BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. An and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M A iTek® engineer. 15. Care should be exercised in handling, c nTM erection and installation of trusses. 01993 Mitek Holdings, Inc. FORM016,010 HYMM AJR 0 Job russ Truss Type ty y 14673746 R1965F BG ROOF TRUSS 1 1 Job Reference 10 liana)) s e r e n ustnes, nc, on Mar age 5-3-14 10-0-0 14-8-2 I 20-" 21-0-0 I 1-0.0 5-3-14 4-8-2 4-8-2 5314 1-0-0 Scale - 1:36.0 4x6 = 4 2x4 11 2x4 11 5.00 F,2 3x4 I;, 3x4 2x4 11 3 s 2x4 11 25 4 II 11 0 0 26 2 11 1 6 7 I$ 27 2x4 11. 70 2x4 II 2x4 11 8 2x4 11 8 2x4 11 283x4 = 3x4 — 2x4 11 7x8 = 2x4 11 2x4 11 5-3.14 10-0-0 14-8-2 20-G-0 5314 4a2 4-8-2 1 5314 Plate offsets LOADING (psf) SPACING 2-0-0 CSI DEFLin (Ioc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.21 Vert(LL) -0.05 9 >999 M1120 - 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.28 Vert(TL) -0.08 8-9 >999 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1 stLC LL Min I/defl = 360 Weight: 124 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-11 oc purlins. BOT CHORD 2 X 6 SYP No 2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No3 REACTIONS ( lb/size) 6 - 902/0-8-0, 2 = 902/0-8-0 Max Horz 2 =107(load case 4) Max Uplift6=-3730oad case 51, 2=-373(load case 4) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=34, 2-25=-1514, 3-25--1445, 3-4=-1053, 4-5=-1053, 5-26--1446, 6-26=-1514, 6-7=34 BOT CHORD 2-27 =1325, 10-27 =1325, 9-10-1325, 8-9 =1325, 8-28 =1325, 6.28 -1325 WEBS 3-10=81, 3-9--445, 4-9=476, 5-9=-445, 5-8-81 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2601; 120mph; h-18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 lb uplift at joint 6 and 373 lb uplift at joint 2. 6) Girder carries hip end with 2-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 15.71b down and 10.0Ib up at 18-0-0, and 15.71b down and 1 O.Olb up at 2-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASEIS) Standard 1) Regular: Lumber Increase =1,33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-25=-74.0, 4-25--61.7, 4-26=-61.7, 7-26--74.0, 2-27=-20.0. 27-28=-16.7, 6-28=-20.0 Concentrated Loads Ub) Vert: 27--15.7 28=-15.7 Junaidie Budiman, Lic.#451 I' MiTek Industies, Inc. 14615 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert.# 6634 WARIUNG - VorM des(en pamrswters and RZAD NOT198 ON 7'=0 AND FlsveiQse swa aetronsa use. unnsum® Design valid for use only with MRek connectors. This design k based only upon parameters shown, and Is for an Individual building component to be Installed and kwded vertically. ApplicabMity of design parameters and proper ktootpoiatkan of component If responsibility of building designer - not truss designer. Bracing shown k for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erects, Additional permanent brbckng of the overall structure k the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Qualify Standard, DSI-89 Bracing SpecRbatlon, and NIS-91 MiTek® HandlIMInstallingandSrockngRecommendationavailablefromtrussPlateInstitute. 5a3 D'Ononla d Drive, Mokon, WI53719. Symbols PLATE LOCATION AND ORIENTATION is/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 For 4 x 2 orientation, locate 0 v plates 1/6" from outside edge of otrussandverticalweb. I.- This symbol indicates the required direction of slots in connector plates. For tabular pkrting format refer to the MRek/Gang-NaflJoint/Plato Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required 40,00 continuous lateral bracing. BEARING V nA Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N mi! MITeke t+ PANEL TM ELtP NroAorua® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1 /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 01993 Mitek Holdings, Inc. e Job runs Truss Type ty y 14673747 1965F CG SCISSORS 1 1 Job Reference to VonsFebenustnes, nc. on ar J1 14:31:57 2003 Page 1 ao 4-0-15 7 e-0 10-11-1 15 0 16-0-0 1-0-0 4-0-15 3-5.1 3$1 4-0-16 1-0-0 Scale = 1:28.4 06 = 4 5A0 FIT 2x4 = 2M = 3 5 8 2 5x8 = 6 I$ 3x4 Z: 2.50 F12 3x4 = 7-6-0 — — -- 15.0-0 7-6.0 7.6-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.29 Vert(LL) -0.12 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.20 6-8 >908 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.11 6 We BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-3 oc purlins. BOT CHORD 2 X 4 SYP No2D BOT CHORD Rigid ceiling directly applied or 6-9-3 oc bracing. WEBS 2 X 4 SYP No,3 REACTIONS (lb/size) 2=782/0-1-8, 6=782/0-1-8 Max Horz 2=-80(load case 5) Max Uplift 2=-340(load case 4), 6=-340(1oad case 5) FORCES (Ile) - First Load Case Only TOP CHORD 1-2=10, 2-3=-2090, 3-4= 1625, 4-5=-1625, 5-6=-2090, 6.7-10 BOT CHORD 2-8 -1935, 6-8 =1935 WEBS 4-8=969, 3-8=-394, 5-8=-394 NOTES 11 Unbalanced roof live loads have been considered for this design. 21 Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL-4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; , partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 2 and 340 lb uplift at joint 6. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert.#6634 A WARMO - verW and READ NOUS ON TM ANDMVXRW SMS BNFORX V=. assesman4p Design volld for use only with Welt aannectos. This design Is based only upon parameters shown, and Is to an IndWidual building component to be Installed and loaded vertically. AppBaabitty of deign parameters and proper Incorporation of component is iesponstbisly of building designer - not truss designer. Bracing shown k fa lateral support of Individual web members only. Additional temporary bracing to Insure stability during constwctlon Is the responslbllny of the erector.. Additional permanent bibcing of the overall structure is the responslblNty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull OST-88 Quality standard, DES-a9 tracisrg Specification, and Hit-91 MiTek® Handling Installing and sb Madison, RecommendationavailablefromTrussPlot* Institute, $83 D'OnohDrlve, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property i'/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat, J2 J3 Ja owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachC2c3 other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - 0 0r' joint and embed fully. Avoid knots and wane plates r/a" from outside edge of O a at joint locations. truss and vertical web. a 4, Unless otherwise noted, locate chordsplices o at r/a panel length(+ 6" from adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TOTHE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10, Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, f no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTeke engineer, 15. Care should be exercised in handling, PANCLIP EL TM erection erection andinstallation of trusses. IM M tqk Holdings, Inc. FORM018,019 O/M1O-tuA1L® 'iQaO•I]R® I # #.. +. Job ruse Truss Type ty y 14673748 DIR1965F J ROOF TRUSS 14 1 Job Reference to tionaq sFebt e Industries, no. on Mar : : age 1 0-0 7-0.0 1.0-0 7-0-0 3 Stale = 1:17.7 5.00 12 2 4 2A 7-0-0 — -- -- -- - 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Verli n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.22 1 > 77 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 at LC LL Min I/deft = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3-234/Mechanical, 2=424/0-8-0, 4-66/Mechanical Max Horz 2-1880oad case 5) Max Uplift '3"--213(load case 5), 2=-138(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=75 BOT CHORD 2-4=0 NOTES1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL-4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint 3 and 138 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.N6634 4& WARNJNG - Veft deeipn parameters and READ NOTEB ON TRW AND REVERSE SIDE BXMRE U86- Design valid lot use only with Mliek connectors. This design b bared only upon potameten shown, and is for an k dN"uol building component to be Installed and loaded vertically, App*oobWty of design potarnstea and prope incorpaation of component is iesponsbWy of building designer - not buss designer. &acing shown is for ioleal support at Individual web msmbes only. Additional temporary bracing to Insure dobVy during construction Is the responslblllty of the erector. Addtilonal permanent bibo" of the ovetol structure It the responsbOy of the building designer. For general guidance regarding fabrication, quality control storage, dell"y, erection and bracing, consuil OST-aa Quality standard, OSS-89 Siccing SpeaNbaHon, and HIS-91 Handling Instollina and $racing Naoammwndm Pb atlonavailablefroTrussteInstitute. 5S3 D'Onofrb Drlw, Madison, WI53719. M Tek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against eachCZC3 other. WEBS J5 o 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 h ,, ; joint and embed fully. Avoid knots and wane plates /s" from outside edge of o at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chordsplices I/ 4 atpanel length(+ 6" from adjacent joint.) C, C, BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TOTHE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade gspecified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCC{ 87206, 86217, 9i90 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a14. Do not cut or alter truss member or plate without prior approval of a professional MTek® 15engineer. Care shouldbeexercised in handling, Tu A CLIPQ0 PANEL erectionandinstallation of trusses. 3 Mitek Holdings, Inc. FORM018.019 0""' 0-"°°"- #fMR0,AJR0 1 , w J1 I MONO TRUSS 110 17 2002 MITek Industries, Inc. Tue Apr 01 11:04:05 2003 Page t-0.0 all' •-- LOADING (psf) SPACING 2-M CSI DEFL in loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) -0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2D TOP CHORD Sheathed or 1-" oc pudins. BOT CHORD 2 X 4 SYP No,2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 2=177/0-8-0, 4=9/Mechanical, 3=-17/Mechanical Max Horz4=45(load case 4) Max Uplif12=-117(load Case 4), 3=-21(load case 5) Max Grav2=177(load case 1), 4=9(load case 1), 3=26(load case 4) FORCES (lb); -first Load Case Only TOP CHORD 1-2=28, 2-3=-37 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001;120mph h=18ft; TCDL=4.2psf; BCDL-5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 2 and 21 lb uplift at joint 3. LOAD CASE(S) Standard scw - Junaidis Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Deivi Suite 300 Chesterfield, MO, 63017 Cart.#6634 Q WARNJNG - Vor yk dlestyn panzawters and PXAV NOISS ON TWO AND 1RE VEMN ISMS BRY0112 USI •,••+ Design valld tot use only with MITek connectors. This design b based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameter and proper Irncorporation of Component is iesponsb My of building designer - not truss designer. Bracing shown Is not lateral support of Individual web member only. Additional temporary bracing to Insure stability during conahuctbn b the responsibility of the erector. Additional permanent bibcing of the overall structure is the retpontblMy of the building designer. for generol guidance regarding tobrication, quality contiot storage, delivery, election and bracing, consult CST-!S Quality Standard, OSI•89 Bracing Specification, and Nil-91 MiTekHandlingInstallingandBracingRecommendationavailablefromTrussPlateInsttute, 683 D'Onottlo Dtive, Madison, WI 69719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1314 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property 1/6 securely seat. J2 J3 J4 owner and all other interested parties., F 4 TOP CHORDS 2. Cut members to bear tightly against eachira i other. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i h, 3 Q joint and embed fully. Avoid knots and wane plates r/8" from outside edge of o L _ at joint locations, truss and vertical web. 0oCL o 4. Unless otherwise noted, locate chord splices at r14 length(+ 6" frompanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Piste type size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190' 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a 14. Do not cut or alter truss member or plate without prior approval of a professional MTek® engineer. 15. Care should be exercised in handling, TM CUPCUP erection and installation of trusses, 1"3 Mitek Holdings, Inc. FORM018,079 ONW NA6' ® NYORi 1ii A® t l Qb Truss Truss ype ty y 14673750 1965F K ROOF TRUSS 4 1 Jots Reference (o tionaq 11`171171M b.000 s Feb 19 2003 Mi Fek Industries, Inc. on er :11:59 2003 Page 1-0-0 5-0 0 3 Scale = 1:13.9 5,00 12 2 4 2x4 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.25 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.07 1 > 237 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3-155/Mechanical, 2=335/0-8-0, 4=46/Mechanical Max Horz -2-137(load case 5) Max Uplift3=-149(load case 5), 2=-126(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 - 29, 2-3 = 50 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 3 and 126 lb uplift at joint 2. LOAD CASEISI Standard Junaidie Budiman, Lic.#451 10 MiTek Industies, Inc. 14515 North Outer Forty De ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 TIY.0 MWG - VerM direllpis raraistate*r+ and KVM sofas ON 1it1 9 AND RZVBMN alma HarOJW 1186. ••,a• Design valid lot use only with MI[ek eonnectom This desgn Is based only upon ptitmetets shown, and Is tot an Individual building component to be InsttNe l and loaded vertically. AppkobRly of design patometen and propel Intapotatlon of component Is tesponslblMty o1 building deslgnei - not hues designer. Bitting shown Is tot loteial support of Individual web member only. Additional tempototy btocing to Insure stability duilng construction ti the responsibility of the erectoi. AdgNlonal permanent bibcing of the overaN structure Is the responsNblilly of the building deslgnei. For general guidance regaiding ttbtlootion, quality control statge, de"ty, strectlon and bitting, consull GET -ail Quality Standard, DE11-69 Brat" Specifloatlon, and HIS-91 Handling Installing and IlroiBMp Rectmmondationavakable from Truss Plate InstBule, 583 D'Onohlo Drive, Madison, WI63719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13A ' * Center plate on joint unless Damage or Personal injurydimensionsindicateotherwise. Dimensions are in inches, Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2C3 other. WEBSNc, 3. Place plates on each face of truss at each For 4 x 2 orientation, locate oo 00 joint and embed fully, Avoid knots and wane plates t/e" from outside edge of 0 o a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords icessplicesr/ 4at panel length(+ 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, ff no ceiling is installed, 0$ 01 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15. Care should be exercised in handling, TM PANEL CLIP erection and installation of trusses. 1993 Mitek Holdings,lnC. Job Truss Truss YPe ty Y 14673751 1965F L ROOF TRUSS 4 1 Job Reference (o tionap sFebeIndustries, nc. on Mar age 100 3-0-0 1-0-0 3-0-0 Scale = 1:9.2 5.00 12 2 1 4 2x4 3.0.0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TU 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No,2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3'w 69/Mechanical, 2 = 253/0-8-0, 4 = 26/Mechanical Max Horz 2-850oad case 5) Max 'Uplift3=-83(Ioad case 51, 2=-121(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2-29, 2-3--54 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7.98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 3 and 121 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451111 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 QWARMNO - Ver{/jI deaf" parwneaters and READ MMUS ON INM AND REVERSE BIDS BEFORE USIL mow® Design valid for use only with Mliek conneclors. This design It based only upon parameters shown, and is for an Individual building component to be Installed and loaded vedleaty. Applicability of design parameters and proper Incorporation of component is tesponslblNiy of building designer - not truss designer. Bracing shown is lot lateral support of IntlNklual web members only. Additional temporary bracing to Insure stability dut" construction is the tesponslbll"y of the etealof, Additional permanent brarcing of the overall structure is the tesponstsNlty of the building designer. For, general guloonce tegarding tabtloatlon, quality Control, storage, detvery, election and bracing, oonsull OST-W Quality Standard, 031-89 Irocing Specification, and HIB-91 Handllna Installing aril IraaIng Remoomendotlon availablefrom Truss Plots Institute. 563 D'Onoeb Drlve, Madison, W153719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/, *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. o WEBS J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate o _ 0 Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a y _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromC, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in illJ8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RISHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, it no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, ZO nTu erection and installation of trusses. p IM M tek Holdings, Inc. FORM018, 019 QD HYMMAIRO Job Truss Truss Type ty y 14673752 1965F M ROOF TRUSS 4 1 1A. tanJobReference (o 1) e n ustnes, nMarage 3 1. 0-01-0-01- 0.0 1-0.0 Scale @ 1:5.5 5. 00 12 2 1 4 1- 0.0 i2x4 = 1.0-0 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vertfli We n/a MI120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 VertlTQ -0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl — 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) 3--17/Mechanical, 2=177/0-8-0, 4=9/Mechanical Max Horz 2=45(load case 4) Max Uplift3 --21 (load case 5), 2=-117(1oad case 4) Max Grav 3=260oad case 4, 2=177(load case 1), 4=90oad case 1) FORCES ( Ib) - First Load Case Only TOP CHORD 1.2=28, 2.3=-37 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL - 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; pattially; MWFRS gable end zone; Cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1,33. 2) Refer to girderls) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 3 and 117 lb uplift at joint 2v LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 I il MiTek industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.# 6634 WARMN© - VerW dsslptt porassleterst and R&W NOTiES ONTBIS AND =Vr'SRSEWM 88FORS V88. rsssntssnQ4 Design valid toy use only wBh MRek connectors. This design k based only upon parameters shown, and Is tot an IndNkWal building component to be Installed and loaded veitically. Applicability of design parameters and proper hmpoiallon of component is responsibility of building designer -not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction k the responsibility sibilityof the erector. Additional permanent bfla h of the overall structure Is the tirspontibnly of the building designer. For general guidance regarding fabrication, qua Ry control, stooge, delivery, erection and bracing, consult OST-Ie OualRy Standard, DSI•89 Srooing Specification, and HIB•91 Handling InsfatBrtp and hoeing Recommendation available from truss Plate institute, 683 D'Onoelo Drive, Madison, W 1$3719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/1 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS F 2, Cut members to bear tightly against eachC? Q other, o WEBSNOZe" 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o _ 0 a: joint and embed fully. Avoid knots and wane plates I/a"from outside edge of a at joint locations.. truss and vertical web. a o 4. Unless otherwise noted, locate chords icespl I/4at panel length('- 6" from adjacent joint.) ca C, u BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and x perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93, 85-75, 91-28 10. Top curds must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ff. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTeke engineer, 16. Care should be exercised in handling, CLIPTM PANEL erection and installation of trusses. 41993 Meek Holdings, inc. FORM018, 019 W HYMMA/R 0 s b Truss Truss Type Oty Ply D R HORTON 14673753 1965F S ROOF TRUSS 2 1 x optional) CU-SPAN-TH, LONGWOOD, FL 5 000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:04:34 2003 Page 1.5.0 5.3-5 9-10.13 15.0 535 4-7-0 sw. 1;1s.a 3.50 si 3A tr 3 d ry 2 5 2A II 7 5 5 30 = 2x0 = 535 8-10-13 5-35 4-7-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.04 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.09 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-8 oc pudins. BOT CHORD 2 X 4 SYP No 2D BOT CHORD Rigid ceiling directly applied or 9-5-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=308/Mechanical, 2=514/0-11.5, 5=429/Mechanical Max Horz2=228(load case 2) Max Uplifli=-249(load case 5), 2=-217(load case 2), 5=-123(load case 3) FORGES (fb) - First Load Case Only , TOP CHORD 1-8=24, 2-8=24, 2-3=-1070, 3-4-64 BOTCHORD 2-7=1001, 6-7=1001, 5-6=0 WEBS 3-7=166, 3-6=-1069 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 lb uplift at joint 4, 217 lb uplift at joint 2 and 123 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-8=-74.0 Trapezoidal Loads (plf) Vert: 8=0.0-to-4=-183.1, 2=-1.7-to-5=-49.5 Junaidie Budiman, Lic.#461 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert.#6634 AWARIVING - Ver(f# deatyrs pamm"orx and RUD NOTES ONTWN AND RBVZRBX SWZ sarong USE. ••••4, Design valid tot use only with Mott Connectors, This design is based only upon parameters shown, and is for an Individual building component to be Installed and boded vsitlCCNy. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is Tot lateral support of Individual web members only. Additional temporary bracing to Inswe stablilly during construction is the responsibility of the ereeiot, AddNbnal pelmonsnt biboing of the overall structure is the responabWid tyofthebuildingdesigner. For general guidance regarding fabrication, qual ly control. storage. dell"ty, erection and bracing. consult CST-eB Qually standard. DIN-89 Brocing Sp"Ill atlon, and HIN•91 MiTek NandBngInstallingandBrockMInsqRecommendationavailablefromTrussatetiluts, 583 D'Onchb Drive, Madison, W 19. 1537 Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless Damage or Personal injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each14C7C1 other. WEBS J5 3. Place pastes on each face of truss at each For 4 x 2 orientation, locate 3 joint and embed fully. Avoid knots and wane plates r/a" from outside edge of a o d at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chords icessplices 1/4 length(* 6" fromceoatpanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT, is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown Indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dirnension is the length parallel g specified. grade to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbraking. iCBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM CUP erection and installation of trusses, I M Mitek Holdings, Inc. FORM018,019 fio HG-N.4/L ® Mi Q'1% y, 40 Jieb Truss Truss Type City Ply D R HORTON 14873754 1965F S1 ROOF TRUSS 2 1 o bonal Ar-CUSPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MITek Industries, Inc. Tue Apr 91 11:05:03 2003 Page t-o ts0 t o 1-5.0 Scab - 1:6.4 1d 2 164 12 d 1 4 1.5-0 2A tvr-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - Ma M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.02 1 >887 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-5-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=-4011VIechanical, 2=193/0-8-0, 4=6/Mechanical Max Horz2=47(load case 2) Max Uplift3=-40(load case 1), 2=-175(load case 2) Max Grav3=25(load case 4), 2=193(load case 1), 4=6(load case 1) FORGES (1b) - First Load Case Only TOP CHORD 1-2=29, 2-3=-24 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2081; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf,, occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for Goss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 3 and 175 lb uplift at joint 2. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-74.0 Trapezoidal Loads (pit) Vert: 2=-2.5-to-3=-52.3, 2=0.0-to-4=-14.1 Junaidie Budiman, Lic.#451 1 MiTek industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 A&WARNM - Ver(Jjrdsalyttpstnafssetess and READ NOrSN ON TRSH AND Rd1XRSE 13=13EP'fRR Tl>TJIS. rstsis e Design vaNd for use only with MITek connectors, This design Is bated only upon parameters shown, and it tot an Individual building component to be installed and loaded vertically. AppNcgblity of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. &acing shown Is for loWat support of kx*ldual web members only. Additional temporary bracing to Insure stabMV during construction Is the responslblllly of the erector. Additional permanent bracing of the overaN structure Is the iesponslbHty of the build" designer. For general guidance regarding fabrloatlon, quality conhoL storage, delivery, erection and bracing, consul! OST-65 OualRy Standard, 031-89 Bracing SpeoMlooflon, and HI!•91 Handling Installing and Bracing Recommendation available from buss Plate Institute, 563 D'Onohlo Drive, PAWlson, W153719. M Tek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. B J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachaQ other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate' i - Q joint and embed fully. Avoid knots and wane plates I/8" from outside edge of a O a ' _ at joint locations. truss and vertical web. RN. a o 4. Unless otherwise noted, locate chord splices at 1/4 length(+ 6" fromcaI. - panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 V J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plalin9 formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Comber is a non-structural consideration and MiTek/Gang-Nail Jolnt/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown, nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MTek® engineer. 15. Care should be exercised in handling, PANEL TM CLIP erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYAOJUA® 4 -0 0 0 0 I I0 GIN ENTRY AG 17VOLUME E - L b-U -0- I V,'AI-NING IIVC: ALL BEARWALLS TO 8E PLACED— — I, tL t PLY HGR. GTICEH REVIEW ALL SPAN DIMENsms--9RG. WALLS , 1 PRIOR TO SETTING TRUSSES.. b 2 PLY HGR. ENIGNEERED DRAMANGS--LOADING--PITCH AND OVM/HANGS WALLS SHOWN ARE TO BE BEARIINQ. 6 3 PLY HGR. SIGNED APPROVAL X JOB NUMBER: DR1965F DATE: 8-6-02 PITCH:S*8RQ LOAD: SHINGLES CCU SPAN CUSTOMER: D R HORTON H:12" A7-3521-1440\BY: T.H JOB NAME: MODEL 1965 "D" ELEV. o CrI IiCy' 11 MIN 1 III 1 Iql it 1 li