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Home My WebLink About113 Calabria Springs Cove - BR03-002073 -PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER Beazer Homes Corp. 215 N. Westmonte Dr. Altamonte Springs, FL 32714 407)339-4114 CBC 053044 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE Ci C1 SUBDIVISION' Ift 1Qn ti En PERMIT # © ' ckl DATE! PERMIT DESCRIPTION PERMIT VALUATION %0 SQUARE FOOTAGE aas;L 0 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 113 CALABRIA SPRINGS COVE for which permit 03-00002073 has heretofore been issued on 6 10/03 has been completed according to plans and specifications filed in the office of the Buildin Official prior to the issuance of said building permit, to wit as tw5V,ey ;Ly asdkAkL complies with all the building, plumbing, elect al, zoning 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 DATE APPROVAL BUILDING: / FIRE: Finaled lD tQ-4 owJp Inspected y" ZONING. ' Inspected UTILITIES: Water Sewer Lines In Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs 1\ ,S; Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 01-PLANS - EXTRA SETS 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE FEES PAID DATE AMOUNT 7/01/03 6/11/03 7/17/03 6/24/03 6/11/03 6/11/03 6/11/03 6/11/03 10.00 10.00 10.00 10.00 18.00 10.00 59.2'7 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 113 CALABRIA SPRINGS COVE for which permit 03-00002073 has heretofore been issued on 6/10/03 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 TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 6/11/03 6/11/03 6/11/03 6/11/03 6/11/03 6/11/03 6/11/03 6/11/03 279.61 91.93 11.26 847.00 11.26 1384.00 650.00 1700.00 t4AkaE — i l r-e—k tt OWNER ING OFFICIAL DATE I - /CD Fema Rec' d Slab Rec' d nspec rj App'' d --- IQeFORFINALINSPECTIONN CERTIFICATE OF OCCUPANCY LU Q SINGLE FAMILY RESIDENCE""" I I I DATE i — G3 1 I I I I 0 3 J.ZD-7 3 ' 1PERMIT #, I ^ VQ i `c o 1415 W IADDRESS N I 1 q,i ` I SUBDIVISION a— t m IuaQlu CONTRACTOR & A V-i 0 c W V . VCL V V) c W G L The Building Division has received a request for a final inspWctio a d aCertificateofOccupancyfortheabovereferencedaddress. We would appreciate a final inspection of the site by your department. Approval by your departmentwouldresultinagrantingaC.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or aconditionalagreementtobeattachedtotheC.O. Thank you for your cooperation. Engineering Public Works Utilities Conditions: (to be completed only if approval 4 conditional) Herx & Associates Inc. 769 Douglas Avenue Altamonte Springs, Florida 32714 407.788.8808 - 407.788.8762 (fax) October 21, 2003 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32772-1788 RE: Lot 31 Calabria Cove 113 Calabria Springs Cove To Whom It May Concern, The finished floor elevation of the structure located at: 113 Calabria Springs Cove, Sanford, Florida Legal Description: Lot 31, "Calabria Cove", according to the Plat thereof, as recorded in Plat Book 60 At pages 8 through 10, Public Records of Seminole County, Florida. eets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec 6-7(a). Sincerely Yours, Herx & Associates Inc. _ Darae L. Przemieniecki , P.S.M Associate Vice President FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insuranoe Company Use: BUILDING OWNER'S NAME Policy Number BEAZER HOMES, INC. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 113 CALABRIA SPRINGS COVE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 31, "CALABRIA COVE " PLAT BOOK 60, PAGES 8-10, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 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): or ##. NAD 1927 ® NAD 1983 USGS Quad Map ® Other: RECORD PLAT SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 61, NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITYOF SANFORD / 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL 139. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AD, use depth of flooding) 12117CO040 E 4-17-95 4-17-95 X 47.0 610. Indicate the source ofthe Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile ® FIRM Community Determined Other (Describe): B11. 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 or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3: a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used forthe BFE in Section B, convert the datum to that used 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 Same as BFE Conversion/Comments Elevation reference mark used On -Site BM Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 59. 5 ft.(m) o b) Top of next higher floor NA. _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) NA . _ft.(m) o d) Attached garage (top of slab) 59. 2 ft.(m) o e) Lowest elevation of machinery andlor equipment servicing the building (Describe in a Comments area) 58.9 ft.(m) AC Service o f) Lowest adjacent (finished) grade (LAG) 58.P.0) o g) Highest adjacent (finished) grade (HAG) 58. P.0) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade NA o i) Total area of all permanent openings (flood vents) in C3.h NA sq. in. (sq. cm) A. Professional Surveyor and Mapper No. 6030 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME Darae L Przemieniecki LICENSE NUMBER PSM 6030 TITLE Professional Surveyor and Mapper COMPANY NAME Herx & Associates, Inc. ADDRESS CITY STATE ZIP CODE 769 Douglas Avenue Altamonte Springs FL 32714 DATE TELEPHONE c Q/Y) 10-21-03 407-788-0808 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. geolicy Number 113 CALABRIA SPRINGS COVE r CITY STATE ZIP CODE I Company NAIC Number ISANFORDFL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS NGVD datum assumed from on site Temporary Benchmark (TBM) provided by contractor from approved engineering development plans. TBM's not verified. Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Secfion C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) aboveor below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community s floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B. C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmyknowledge. 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 ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Sectio. , Cwas taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or communityassued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions Herx & A. ssociates .Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping LOT 32 345.37' Map of Survey LINE BEARING DISTANCE L I N 89°40'49"W 60.00' L 2 S 89°45'58-E 60.00' KAYWOOD REPLAT PLAT BOOK 30. PAGES 27 d 28 0.7 L 2 0.7 FD 5' 0/5 6' VINYL FENCE FO 5' 0/S o+ LOT 31 A- GRADING 9.142 SO, FT. Z cn Q 38.0' Q POOL a o DEG Ktp ko c c A 10. 0 z=o n 17. 3 • COVEREDoVIEM n _ ZN Nz LOT 30n' m n' n1. rm m 8.7 0.0 rr,tn o FP-311 r rreoo0 o cnn; 00 m A. B & D 2.8 Q A ONE STORY RESIDENCE In y rn N o FIN. FL. ELEV:59.5 N b Iw N 6.7' o_ o CITY OF SANFORD 10. 12.0 19.3' to ADDRESS: 113 CALABRIA SPRINGS COVE SETBACKS: r, Front 25' Rear 45' v Side 7.5 ' Corner 25' N V 00 u, P.C.P. CIL CALABRIA SPRINGS 50 ' R/W) TRACT PRIVATE ROAD. & UTILITY LEGAL DESCRPTION: Lot 3 1. - CALABRIA COVE " according to the plot thereof as recorded in Plat Book 60 . of pages 8 - 10 of the Pubbc Records of Seminole County. Florida. 0.8' REFERENCED BEARING COVE N 89°40'49 W 954.46' - P. )c.P. F EASEMENT FLOOD HAZARD DATA: The Parcel shown hereon les within Flood Zone -X" according to the Flood hsuronce Rote Mop Community Panel Number 120289 0040E.Doted 0 4 / 1 7 / 9 5 . General Notes: O 1. This is a BOUNDARY Survey performed in the field on 2. No aerial, surface or subsurface utility installations, undo round improvements or subsurface/aerial encroachments, if any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, if any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise note::, ar;d are Slwwn only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -of -way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. Denotes f"iron rod with yellow plastic cap marked LB4937 or LS3182, or iron rod with red plastic cap marked 'Witness Corner", unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument Note: Bearings shown hereon are referenced to the C/L of CALABRIA SPR1IGS COVE as being N 89°40'49"W. Vertical datum is based on NGVD per Engineering construction plans by Burkett Engineering, hc. Project No. 9709-3 1. Legend qi Temporary Benchmark O/S Offset assumed datum) ORB. Official Records Book BOW Back of sidewalk PB Plat Book C/L Centerline PC Point of Curvature a Central or (Delta) Angle PCC. Point of Compound Curvature CALC Calculated PCP PC' . Permanent Control Point PCBr'hord Bea.inq P.R.M. Permermanen., Reference Mont mnntCDChordP/L Property lineCMConcreteMonumentP, 0. B Point of BeginningELorELEVElevationPO.C. Point of CommencementFINALEL. Elevation (Measured) P. I Point of IntersectionFDFoundPRCPointofReverseCurvatureFin.Fl. Elev Finished Floor Elevation PT Point of TangencyI.P Iron Pipe R RadiusI. R. Iron Rod RAO Radial LineLArcLengthRES, ResidenceLBLicensedBusinessR1WRight -of -WayLS, Land Surveyor TBM Temporary BenchmarkMeeMeasuredTYPTypicalN/D(N&D) Nail and Disk Fence symbol (see drawing) N.R. Not Radial X—X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor a "! he Dr o. n b y : CM This survey meets the require m fs o he Florida Minimum Technical Check ad b y : OP rds as contained in tar 6 17-6 Florida Adminisfr ve Coda. CERTIFIED T0 : Prepared For: BEAZER CRAIG J. & SANDRA M. FISCHBACK Job Number: 01-005-02 BEAZER MORTGAGE CORPORATION Scale : 1-- 30' VYA .Q/Y) HOMEBUILDERS TITLE SERVICES. INC. plopion performed: 05-14-03 LAWYERSTITLEINSURANCECORPORATIONWiliamA. Herx, P. L. S. Floride Regist ad Land Surveyor No. 3182 Foul nd o f i o n Survey: 07 - 01 - 0 JDarse L. Przemieniecki, P.S.M. Regi red Surveyor and Mapper No. 6030 Final Survey: 10. 16.03 William R. Herx, P.S.M. Registered S eyor and Mapper No. 6092 OCT 2 0 2003 Revisions Herx & Associates Inc., State of Florida La 4937 Ste R04 -4- 7 O j tq n o Ko US c. CZiY OF SANFORD PERM II APPL7CATB)N Penn itNo.: D ate: Job AddrPss: 113NJ PamelN o.: _ Q% tlach PIDofofOwnerhip & LegalDessiption) DescrptnnofW odc: SriI-Am l C POCA Type of C onstrncbon: { ^ y Fbod Z one: V abatbn ofW oik: $ (` /` O ca:pancy Type: k,rtce.'ben ial C an m e--ial _ killsbial N tanberof Stories: N un berof D w ellng U nits: Zoning: TotalSgtraFootage: Owner. -& oae c- i-ig 'v`yzAddress ai J N LK)y* ,\Carfe- iV C City: }+, a )r. _ State: 10— [I zjP: 3cA7` Phone N o.: d Fax N o.: '7107 C onbwton c k -Bt`&4" Ak% A/i1b r\ Add ress: 14:5o &WNdR Yi `IrlI :'- C ity: _ l qt A State: L- Z jp:3a-j State Lim N,o.../}C PhcneNo. 0O 7t 3-, g4(ri Fax No.: 9,On 31r)- s.15 !iContactPemom ZDm.% AAAet-j0 YL Phon.N o- qo-2 343 ` A q(.:, T itb H oberof other than0 w nerj : Arki : B onding C om parry: Add : M or3gage Lender: A ddress: A > C A cidtess: Phone N o FaxNo.: Application is hereby m ade to obtain a pear itmdo thew ouic and nsta.ations as indicated. I oextify thatno w oric orinstalladonhas comm enced priorto the issuanoeofa pelt itand thatallw ork w illbeper3oan ed Wm eetstandaaisofalllaw sregulating constwcdon nthis )L n. Iundecstandthatasepamtnpen itmustbesecured forELECTR ]CAL W 0RK,PLUM BING,SIGNS,W ELLS, POOLS,FURNACES, BOILERS,HEATERS,TANKS, and AIR CO N D Ir ID N E R S, etc. 0 W N ER IS A FFIDA V 1T : I certify thatallof the fbnagoing infoan at hnis accurate and thatallw orlc w illbe done in axn pliance w it; anapplicablelawsmgulat>ngconstracdonand zoning. W ARNING TO OW NER: Y0UR FAILURETO RECORD A N0TIDE OF COMM ENCEM ENT MAY RESULT IN YOUR PAYING TW ICE FOR IM PROVEM ENTS TO YOUR PRO PERTY . IF YOU INTEND TO OBTAIN FINANCING,CONSULT W IrH YOUR LENDER OR AN ATTORNEY BEFORE RECORD y1G YOUR NOTICE 0 F COM M EN CEM ENT. N 0 T IC E : In addition to the requ iren ents of this pear i ; thew m ay be additional zesuictiuns app liable •a th is pm)pexty thatm ay be jb and in the public recon is ofthis county, and there maybe addibonalpenn its requimd from otf ergovenn entalenet:ice s ch as w aterm anage n entdistr , state agencies, or fbieralagencies. AcxiFptanceofpeanitisve' that Iwill no theowneroftreprDpertyof exequirrtn fFbridaLien. Law, FS' 13. ignatrrle of rnerAgent ate Signs o ontra=rA gent D atQ D an Signature of Prim C ontrm=vA gen1fS Nam f, 71i D ate Expires 11/1212006 Bonded through Florida Notary Assn., Inc. of Fbrs]a O w nerA genu%% s ! Personally K now n to M e or C ont =rA genus -i/ Personally K now n tD M e or Produced ID y _ Produced ID (d APPLICATDNAPPROVED BY 't11" Date:' 7 CITY OFSANFORD ELECTRICAL PERMIT APPLICATION Permit Number: 0 /21 Date: The undersigned hereby applies for a permit to install the following electrical: Owner's Name:&,Nzaic, i6fvs Address of Job: I G b I i 3 °t l bf Q_ S, *uc SC Electrical Contractor: M lcyv"- t'f <x r\ Residential:_ Non -Residential: Number Amount Addition Alteration Repair Residential & Non -Residential New Residential: AMP Service New Commercial: AMP Service Chan a of Service: From AMP Service to AMP Service Manufactured Building Other: Description of Work: Application Fee: 10.00 TOTAL DUE: By Signinq this application I am stating that I am in compliance with City of Sanford Electrical Code. A licant's Signature t 0 Q3Q.5- State License Number 7r4f--cjoto C ity of Sanford Sw im m ing PoolPerm itting Procedures These procedures apply to any structure that is intended for swim m ing or recreational bathing and contains water over C+ enty- four inches (24") deep, including, but not lim ited to in -ground, above -ground, and on -ground swim m ing pools, hot tubs, and non portable spa's. 1. If construction is located w ithin the C ity H istorical D istrict, approval shall be obtained from the C ity of Sanford H istorical B oard before applying fora building perm it. 2. A s a courtesy, contactthe H om eow ner'sA ssociation for their approval. 3. Provide two (2 ) sealed surveys reflecting all existing structures and the proposed sw im m ing pool location in accordance w ith dista'gce from the house and property ices anb show alleasem ents on property. 4. If sw im m ing pool is to be —constructed on Iproperty other than residential, Planning and Z oning w it have to approve location. 5. 0 btain an A rbor Perm it if trees are being rem oved from the property. The E ngineering 6 Planning D epartm ent can be con tactat407-330-5674 fordetails regarding the A rbor0 rdinance. 6. Provide tw o (2) com plete sets of plans and specificatio of the pool signed and sealed by an architector engineer. 1. A Upublic sw im m ing pools shallhave approval from the health departs ent. 8. A 11sw im m ing pools shall be com pletely enclosed w ith a fence or all at least (4) four feet high, not readily clim bable and all gates ordoors providing access be equipped w ith self -closing and self-latchiig devices installed on the pool side. 9. A separate electricalperm it isrequired. If you are the ow ner/occupant, you are allow ed by 489.103 (7 ), F S ., to apply for and obtain a B uilding perm it for certain types of construction. A D isclosure S tatem entw ill require your signature and addresses the lim its of construction activity allow ed by StateLaw . S top s for P arm it P rocess: Subm itA pplication w ith required docum ents. D ocum ents w ill be review ed to determ ine if your project is in com pliance w ith the construction codes, w ith the zoning ordinance, and w ith otherm unicipalor state ordinances and statutes. R esults of review process w illbe forw arded to you. Theperm itw illbe issued upon receiptof all required fees. Call in for allrequired inspections. R eceive an approved finalinspection. Inspections: Inspections called in prior to 4:00 p m . w illbe perform ed the follow ing business day. A fter hours inspections are perform ed i the event thata perm itted construction project requires after hours or w eekend inspections. A request form shalbe com pleted and returned w ith the appropriate fee(s). If there is a rejection on an inspector„ a reinspection fee w ill need to be paid prior to reinspection. 111897 LIMITED POWER OF ATTORNEY Date: `'I -- I -- C1 I hereby name and appoint ce c u of to be my lawful attorney in fact to act for me and apply to ,..3 r for a IRC? 0 C— permit for work to be performed at a location described as: Section Lot Block Township Range Subdivision of Job) 10 Owner of Property and Address) and to sign my name and do all things necessary to this appointment. Acknowledged: Type or Print name of Contractor and License #) Signature ofCertified Sworn to and subscribed before me this h Day of T(... V A.D. e::3 Notary Public, State of Florida Seal) My Commission Expires: v /w (,t,. WEND....KDY ............FiREY.... 1. I.AUG oY*% mission # DD0164203 k Expires IIM2120061Bondedthrough nun. t.gpp4g -42yr), ....... Notary (nc:..: 111897 LEVIITED POWER OF ATTORNEY I hereby name and appoint 7 r-C, Date: of _ C c ;1 S . r--c to be my lawful attorney in fact to act for me and apply to 5 rvT , r t-- for a P C`) tn) permit for work to be performed at a location described as: Section Township Range Lot 3 l Block Subdivision e. 'kk Prl I AP (26Ve-- I 1 •.bt` Nye - Address of Job) etze.r koryvs QiT N L&-x Ewe, Owner of Property and Address) and to sign my name and do all things necessary to this appointment. Type or Pt name of Certified Contractor and License #) Signature ofCertified Acknowledged: Sworn to and subscribed before me this Day of JCS j A.D. A(3 Notary Public, State of Florida Seal) My Commission Expires: 1L WENDY L. IAUGHREY•••• 0-4 Commission # OD0164203 ExpMes 11/12/2006 Bonded through 4254:...::.a No,ry Assn.. InC. 3 PECHI VANS MEN ENGINEERING, INC. July 31, 2003 Pools By Bradley, Inc. 1450 Kastner Place, Suite 112 Sanford, FL 32771 yb7 31.3-1?ff- Re: Lot 31, Calabria 113 Calabria Springs Cove Sanford, Seminole County, Florida For: Beazer Homes Gentlemen: Because this pool is to be located closer to the house than is normal, it will be necessary to use #3 bars @ 6" o.c. each way instead of the normal 12" spacing. This extra reinforcing should continue until the distance from the house footing to the back of the pool wall exceeds the height of the pool wall. The extra reinforcing should continue through the radius between the pool wall and floor. Wall thickness shall be sufficient to provide cover over the steel as required by codes. I approve construction of this pool based on this change. Very truly yours,--; Tin T. Tran, P.E. 55359 501 fast lockson Street • Suite 202 • Orlando, florido 32801 • (407) 872-1515 • fox (407) 246-0963 PECH1PIi EVANS NNE ENGINEERING, IN(. June 25, 2003 To all City and County Municipalities In the State of Florida Gentlemen: This is to authorize the use of the "master -file" drawing prepared by us, Pecht-Evans Engineering, Inc. for all residential pools to be built by Pools by Bradley. The `master file' drawings will be valid until the 31 sc day of December 2003. Very truly yours, Tin T. Tran, P.E. 55359 1 ec. Vie. Po r— lacx) L S CC)IeI 501 East Jackson Street • Suite 202 • Orlando, Florida 32801 • (407) 872-1515 • fax (407) 246-0963 NOTE. 1. FOR RESIDENTIAL POOLS UP TO WATER DEPTH OF 3'-0-. #3 REBAR 12' D.C.E.W. OVER W-0'1 SPECIAL ENGINEERING REQUIRED AND IS NOT A PART OF THIS DRAWING SPECIFICATIONS. WALL THICKNESS SHALL BE SUCH AS TO PROVIDE CODE COVER OVER REINFORCING. FOR OVER 8'-0', SPECIAL DESIGN REQUIRED. 2. CONCRETE COVER OVER REBARS MUST BE 3500 LB. PER SQUARE INCH AND COMPLY WITH ALL BUILDING CODES. THIS POOL IS NOT DESIGNED FOR POSSIBLE HYDROSTATIC UPLIFT FORCES, THE WATER SHALL NEVER BE REMOVED FROM THE POOL STRUCTURE UNLESS ALL HYDROSTATIC UPLIFT FORCES ARE TOTALLY REMOVED. 3. REINFORCING BARS SHALL BE D-FORM STEEL BARS AND CONFORM TO ASTM-A15-58 T AND A305-58 T. 4. OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER TO COMPLY WITH 424.2,17.1 - 424.2.17.f0. ADEQUATE PROTECTION SHALL BE GIVEN AROUND POOL DURING EXCAVATION. 5. ALL PIPING SHALL BE PVC SCHEDULE 40. PIPING SYSTEMS SHALL BE PRESSURE TESTED TO 35 PSI PRIOR TO COVERING PIPES. 6. THE WATER SUPPLY SYSTEM SHALL BE EQUIPPED WITH A BACK FLOW PREVENTOR. UNLESS AN APPROVED TYPE OF FILLING SYSTEM IS INSTALLED. 7. THE MAXIMUM VELOCITY IN SUCTION SHALL BE 6 FEET PER SEC. THE MAXIMUM PIPE VELOCITY IN PRESSURE PIPES SHALL BE 10 FEET PER SECOND. 8. FLOOR THICKNESS SHALL BE MINIMUM OF 6' WITH CODE REQUIRED COVER OF REINFORCING. FLOOR REINFORCING SHALL BE #3 BARS 2 12' E.W. 9. WHEN THE DISTANCE FROM THE FOOTER TO THE POOL IS CLOSER THAN 1 FOOT MORE THAN THE DEPTH OF THE POOL AN ANGLE OF REPOSE LETTER WILL BE REQUIRED FROM THE ENGINEER. 10. THE QUANTITY OF UNDERWATER LIGHTS, SKIMMERS, WALL INLETS, ETC. MAY VARY. HOWEVER, THERE SHALL BE AT LEAST 1 SKIMMER PER 800 SO. FT. OF POOL SURFACE, 3 WALL RETURN INLETS, AND 2 MAIN DRAINS WITH A HYDROSTATIC RELIEF VALVE, AND ATMOSPHERIC VENT SYSTEM. 11. PLACEMENT OF THE FILTRATION AND PUMPING EQUIPMENT SHALL COMPLY TRA WITH ALL LOCAL CODES AND NEIGHBORHOOD RESTRICTIONS. POO 12. ALL BUILDING, GAS, MECHANICAL, PLUMBING AND ENERGY TO CONFORM TO T- FBC 101.4 THRU 101.4.12, 2001. ELECTRICAL TO CONFORM TO NEC 1999. 13. THE SOIL BEHIND THE POOL WALL IS AN INTEGRAL PART OF THE STRUCTURE AND MUST NOT BE REMOVED WHEN THE POOL IS FULL OF WATER. 14. SWIM -OUTS AND/OR LADDERS WILL BE REQUIRED IN RESIDENTIAL POOLS AND WHERE DEPTH EXCEEDS 5 FEET OR MORE. 15. ALL GLASS LOCATED WITHIN 5 FEET OF THE POOLS EDGE SHALL BE CONSIDERED T RICHVIMGR" A HAZARDOUS LOCATION. GLASS SHALL BE GLAZED OR PASS CPSC 16-CFR, PER" ' PART 1201 OR COMPARATIVE TESTING. I& TEMPERATURE AND TIME CONTROL DEVISES SHALL COMPLY WITH E.C. 612.1.ABC.2.3. 17. PRESSURE AND LEAKAGE TESTS WILL BE REQUIRED BEFORE INSPECTION. 18. ALL DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH ANS/NSPI-4 1992 AND NSPI-5. 19. AT CONTRACTORS OPTION EITHER DUAL DRAIN VENT SYSTEM OR MDX DEBRIS REMOVAL SYSTEM CAN BE USED TO COMPLY WITH FBC 424.2.6.6 APPROVED SVWMMING POOL AND WADING POOL DUAL MAIN DRAIN ATMOSPHERIC VENT ARRANGEMENT COMPLIANT WITH 424.2.6.6 OF THE FLORIDA BUILDING CODE Y WIN/ NO MAX 2 MAN DRAMS T6' MN. TEE TO BE CENTERED BETWEEN DRAMS MAX DISTANCE TO VEMT TEE CONNECTION 1 SEE MAN GRAN PIPE SZE UHART)- MAIN DIVAN SQCTIDN PIPNC S72EAS I I - DR/iNl UK SZE X 1 1/2- TEE 1 1/Z' VENT PIPING MAX UNDERWATER LENGTH OF VENT PIPING 30 FEET UPC OF 16 FEET COPING OR MW. _ Al GARS r aE s 2 03 REAM GARS 4S ANGLE Y FROM TOP Or WA+L S• MM. gmu BRICK BRICK) I BEAM FINISH DETAIL OPTIONAL LEVER EDGE CO•Q6 I LE BACK 6' TILE PIASTER FINISH LOVrANQVE 1 43 EARD trFRNR5NT01TOO MEANUDERVATER L104T WITH OW VATER CUT-O F NARIr OCLW. FOR VATER DEPTHS uPp REmr-a' 1 3AN PSI NXRETE OR S NOTCRETE P 26 6+YS WATER CURE FOR 7 DAYS D OF 2' OF CONCRETE COVER OVER ALL REIMS AS REOUMB BY CODE. WHICHEVER IS GREATER. WALL SECTION N. T.S. INSTALLA DOUBLE - 9O PVC TEE-AARAMCE ENT 0 . LED Ir ABOVE GRADE PROTECT THE OPEN 00 O I E VW WIN A HAYAW VENT COVEN MODEL 91-1019 (OR EDIAL) TO PREVENT BLOM14E W OCEIRM INSECT 9RESTAT10- OR 14CR09Ol0O"L CONTAMINATION. A LABEL SMALL EE PLACED TO PREVENT TA PERN4 LABEL VENT. ' POOL SAFETY DEVLSE - 00 NOT HMNOLE' VELOOTY LESS THAN 6 FT/SEC DUAL DRAIN AND VENT PIPING TUTS MAIN DRAINS TO COMPLY WITH ANSI/ASME A 112.19. 6M AS MANUFACTURED BY HAYWARD POOL PRODUCTS INC. OR EQUAL ALLOWABLE FLOW RA7E5 SHALL BE AS FOLLOW& MODEL MAX FLOW RATE GPY MN. PPE SIZEJOB A REDUCER SHALL 9E USED mot NEEDED TD CORRECT GRAIN TO AICTION ONE MOAN DRAIN PPE SUES POOL VOLUME GALLONS MAX SUCTION LINE SIZE - NO4ES MAX FLOW RATE CPU 1 s 000 - 10 Hbo I-1 2 25 10000 - 6 20 000 - 30 000 1 2 65 1 v,.icu .a. o r.,x....,.w. THE MAX VACUUM WIN ONE SW PUMP PLUGGED AND A BODY TRAPPED ON THE OTHER WALL NOT EXCEED 4.5 INCHES OF MERCURY N 3 SEC EQUIVALENT LENGTH OF STRAIGHT PPE FOR VARIOUS PVC FITTINGS PIPE SIZE 1 1/2 ' 2' W ELBOW 11. 3.0' 45' ELBOW2. 0' 2.4 To MNn-VORTEX LIO 24" MAX To Top of 4" Deck OAKOMTBtASIN9 N WLOR) D077N1 R !ATSOEYXY OWWON ON w AND FACE 6r SRPS AND BEIGES ONE FOOT ON DOCTOR OINK At CONTRASTING N COLOR) SWIM -OUT DETAIL N.T.S. ALTERNATE FORMINGMETHOD N. T.S. 03 REBAR CONTINUOUS AROUND POQ LSEE RESTRICTIVE NOTE) V I!iVa• a:IC+Y 15:D{E,`(•BBBi I>I ISII:) BA:IQ•y LN:•Ns.y:4. fd •, + WOf A B C 0 W 4 V POOL SECTION KLIL SUCTION DRAIN MAY BE SUBSTITUTED FOR DUAL PORT SKIMMER 16' MIN. 2 1/2- - REDUCER IF REOUIRED) ALL METHODS AND MATERIALS SHALL COMPLY WITH THE FLORIDA BUILDING CODE (2001) SKIMMER 2' SUCTION LINE SIZE X 1 1/2' TEE PVC VELOCITY LESS THAN 6 FT/ SEC. WE BULLOCK IBE OOAAwN• cL 6NVIRJA NO N M/1M1011S HN NElf Y X Y OFwOS ON TOP AND FACE OF l - RN S1EP3 AND OEONESI= am conutlDa1ll t OwmAsDN cam NG Na' Not s 10• NINL 0-0- b o '^ . -0 ' STEPS DETAIL KiS Q FLOW THRU SCHEDULE 40 PVCPIPE VELOCITY = FEET PER SECOND m®= l TI TeITI F • ,. T7 1 i[:T,ZT3TIiyZi7 1 YTr1 eT7 1e•.. TZPTTI I6iZeTJTi iiiT7 i[L3> rJ l i[i PT3 l Yifcl.ei3 liF rlif: i eT3 iFI+Fi Pl 79 STA-RITF14N _ FLAW RATE T.0 WAX- E-41. A5 D OURA-GLAS D R sad pM 3 Cm CTNp GPM L CPW 2hp GPM NIP1. 5hp CPM GPM 2HP GPM 60 35 30 43 So 70 21 43 50 70 30 42 60 75 95 43 56 60 60 26 53 72 96 115 55 70 100 50 Z2 63 51 112 130 63 60 112 40 17 70 90 126 141 70 90 126 30 13 76 96 140 155 76 96 136 104 1 4J INSTALL A DOUBLE -ST PVC TEE -ARRANGEMENT MN. 12' ABOVE GRADE PROTECT THE OPEN END OF THE VENT WITH A HAYWARD VENT COVER MODEL SP-1019 ( OR EQUAL) TO PREVENT PUMP BLOCKAGE BY DEEMS. INSECT INFESTATION OR FILTER WCR0610L.00ICAL CONTAMINATION. A LABEL SHALL BE PLACED TO PREVENT TAMPERING. LABEL VENT: ' POOL SAFETY DEVISE - DO NOT HANDLE' TO 1 APPROVED SWIMMING POOL. SPA AND WADING POOL DUAL MAIN DRAIN ATMOSPHERIC %'_NT ARRANGEMENT COMPLIANT MATH 424.2.6. E OF THELRTIA tDIIG(0 CODE Ail) 4BSNVld 11/2- VENTPIPING MDX DEBRIS REMOVAL SYSTEM N TS MAIN ORAIN SUCTION PIPING SEEMAIN DRAIN PIPE SIZE CHART). JUN 18 2003 TIN T. TRAN, P,E, #55359 J Do 0,o GO 01 LA 41C3Z 0 O 4< oa« z W Y Zson yJ j o W O z 6 96 6 N2 UA JJ O ¢ U. o W 1„ a Nqi 3 J OOCL U. wTrTMaeeXm. KLP OATH JAN 2002 OCALD CADNANO eRAOLEY. DWC ACE N1• N!R GA 1 oP I NNQTa Herx .& Associates Inc. L a n d S u r v e y i n g769DouglasAvenue, Altamonte Springs, Florida. 32714 (407)788-8808MemberoftheFloridaSurveyingandMappingSocietyandAmericanCongressonSurveyingandMapping Map of Survey LINE BEARING L I N 89'40'49'W L 2 S 89'45'58'E KAYWOOD REPLA:T PLAT BOOK 30. PAGES 27 d 28 L2 1 LOT 3I A" GRADING T, 0. 142 SO, FT. 2 O a Oe ten- N b 10. r _ .0 to Q LOT 37 0 H FP-36 my wild" A.B 6 D 2•e c Ln SFt. xi ApFIN. AF4 V!$V.JE O Q 0B • 0'0 10.1 12.00g 19.3: 1[.0 345.37' LI N r CA YCH-en I N DISTANCE 60.00' 60.00' LOT 30 CITY OF SANFORD ADDRESS: 113 CALABRIA SPRINGS COVE UWEWAY. 406 SO. FT. LEAD WALK. 43 SQ FT, SETBACKS: SITE DATA Front 25' Rear 45' APERVIDW S0. FT. Side 75 ' Corn- 25 LOT S0. FT. IMPERVIOUS AREA -273650.FT PLANS kE IEWED CITY OF SANFORD REFERENCED &CARING, P.C.P. CIL CALABRIA SPRINGS COVE N 89'40'49 W . 954. 46' - P. C,P, 50' RIW) TRACT F PRIVATE ROAD. & UTILITY EASEMENT LEGAL DE5CRPTiL'1M Lot 3 1, - CALABRl4 COVE - occol-AV to the plat thereof as recorded In Pbt Book 60, Note: Beorixp sholm hereon are referenced to the CA at pages 8 -1 0 of the Pus% Recorc& of serr" Comty. Fbra, of CALABRA SPRINGS COVE os beiig N 89°40'491V FLOW WARD DATA: The Parcel shown hereon fes e,thrr Flood Zone 'X- occor-41 to the Flood hs ronce Rote Mcp Commnty Pone/ Nmber1202890040E.Dored 04117195. General Notes. f. This is a BOUNDARY Survey perrbrmed in the rre d on Pf Dnosad 2 No aerial, surfsoe or subsurface utarb Mstallations, underground improvements or suosurfecaraertal encroachments, Rfany, were located. a Buildmy We shown are to the Wedor unfinished fountlabon surface or formboard. 4. Elevedons shown hereon, it any, are assumed and were obtained from approved Construcfion plans provided by the Client unless otherwise noted, and are shown only t0 depict Me proposed or actual ddference in elevation relative to the assumed temporary 9enchmark shown hereon. S Theparcelshown hereon 13 suQICCt (0 alleasements, I's"rvabons, restn'ctions, and Rights -of -way of record whether deplctad or not on Mrs document No search of the Pubib Records has been made by &)h OMce. Q. The laga/ descrlpfAon shown hereon is as furnished by Giant. 7. Platted and measutled distancad and directions are the same unless otherwiso holed, Denotes Wkon rod with ?chowprastic cap fflAd t L84237 or LS31 62, orWkonrod wth red plasbe Cap marked 'Wlrncss Comer" unless otherwise noted. O Denotes P.C.P. (Permanent conM porno WOW P&Mananl Relemnoe Monument Vencrd dotun is bored on NGVO per Engiverngconstructionpbsby &A it Ergileerng hc. Project No. 9709 3 1 Legend 1a Temporary acnphmaM QrS ONact assumed oarum) O.R.Q. ofrov Reoorm Book BOW Back o1sidCwpr Pa Phi awk CIL Centerline PC Pant of Curvallim d Central or (Dana) Angle PCC. Point of Corepoune cur wwa CALC Cakutetcd P.C.P. PormanewControl PMce Chord aea&v PG Pape Co Chord P,R.Af, PormaneruReference Monumenl C.M. Concrete Monument Fri Property L+os EL orELEv 6evatlon P.O.& Pokii0lo"inrnp FINAL EL Elevelion (Meaeu edf P.O.C. Pouf olcvff-WKWW( FD. Found Al. Fbint of Ithrssction Fin. Fl, Elev. Finished Floor Sovetion PRC. Point of Reveno Curvaturp 1. P. Iran Pipe PPT. PoW nl ofTan"my 1 R, trpnRoo L PC Lenpfn RAO Radal L'ne LaL. S. d S r.de o yor sBRES. Rrw Reside fth" cwj, y MCa mr easrMe Aroaj dTau Twn/wnry aernahment AMO(N60) Nat one p. pkw F N.R. a/ Not Radii/ ry941 nW oee dra- we X— X- Fenpe symbot del CWWWAaen: Not valid without Me signature and Me orrglnal rarsad sea/ ofa FDrove b y : CN brWagcenssd surveyorandktspperi1NsygXestSB1srepulromenhutheFAOritleMirltlurnT.2vi :e1 Checked b yz : DP SteSODMev16eMCrwWa eiGl7eFbrnninisiralnroCode. Prepared Fpr: BEAZER r Skerch Of Lego/ Descriplion Job Number: of-005-OZ This is not a Survey Scale : 1'• 30' Plotdplon Parlormed: 05. 14.OJ A.WaW, LSP&kFRRoomkredLand Surveyor Ab.3/62 Foaol Sio urvey: ao L Pr2arWenkCM P.S.M. Repisfarwd Surveyor andAb ppw No. 6030 y : MOM R HMX, P. S. M. P4WS e W Sun+eyor end MeA OW No. SOW nor i s i o n s Hens 6Ascoaatei Inc., State orFbnW [Ji 4a3T rnF FAMILY 3 rc MZ-4 PA/ 5EO TILE C C it 7 I L_ UomlPooMMMI'10m00I MENEM Imm OEAZ,EP 110ME5 LOT 31 CALAOPIA COVE lrl vim, r.+ 0% opy 4. MAP TO JOB SITE OWNER: ADDRESS: DATE: PHONE: FINAL COLOR SELECTIONS POOL TILE: SUPPLIER: STEP TILE: SUPPLIER: DECK COLOR: BAND COLOR: SCREEN: BRONZ WHITE ROOF TYPE: INTERIOR: ROCK TYPE: POOL SPECIFICATIONS POOL AREA: CHLORINE SYSTEM: DECK AREA: CLEANING SYSTEM: 10 POOL DEPTH: HEATING SYSTEM: PUMP/SIZE: Z WAX I LIGHTING TYPE: FILTER/SIZE: WATER FEATURES - SPA SPECIFICATIONS' SIZE: 0 JETS: BLOWER: HEATER SIZE: (j LP / NAT LIGHTING: REMOTE SYSTEM: SPILL WAY: RAISED TILE WORK TOTAL LINEAR FEET: 0 RAISED BEAM FT: HEIGHT: 2 +18 / +24 TILED STEPS FT. TILE INLAYS- - T INLAY SELECTION: C NSTRUCTION NOTES ELEVATION: Z -'e, DECK SUPPORT: 7- ' RETENTION: SMALL EQUIPMENT, I— L PLUMBING SIZE• DIG & DROP: 4,t_ RETURNS: REMOVAL BEFORE DIG: 0 SKIMMER: FENCING REMOVAL: 0 MAIN DRAIN: ACCESS: RT /I LE IT REAR ADDITIONAL PUMP: ACCESS GRANT. SPECIAL CONSTRUCTION NOTES z q, t4a- eni 111111IMEIIIIIII Al c VVIE clTY OF SANK, IMINIM IN S& h p F. - N 0'T IC E 0 F COMM EN C EM E*MYfMAE NFAF» MM IF CIAMIT MW 901110LE CMXTY Penn it N o . '" 8K .449*a PG L 558 S fate o f F io rida CL..ERK' S N 2003 L 3 844 C o u n ty of S em iro le ECO MEM 97/30/M W 0314309 PM I rr n MU1BFEES L OS T he undersigned hereby gives notice that im orovem entw ill be m ade x -e:ajAW9WjM*%ccordance wit C hapter 713, Florida S tatutes, the follow ing inform ation is provided in this N otice of" om m encem ent. 1. D escripton of propery: (legaldescription of the property and streetaddress Javailable) 19---------- 2, G eneraidescrwtion of im provem ent: -aiaav nl n p _________________________________ 3 . 0 w ner inform anion ' 1 a . N am a and address2 _L*s2r----5 31 ti_ ------------------------ j—jj-----'^-- ---------------------- b. Inrestinproperty _j------------------ _ c. N am a and address of fee sim pie titleholder (if other than 0 w ner; 4 . Contractor 1` a. N ameandaddress#3lca 4ird_EG__,_1_1L---- Fax num ber 4i-- - b. Phone number _ _y of __`i(o—Q _E 5 . Surety a. N am a and address b. Phone num ber Fax num ber c. A m ountof bond 6. Lender a. N am a and address T__-------------_---------------- b. Phone numberFaxnumbe. Persons w ithin the State of Fiorcia designated by 0 w nerupon w hom notices orottLerdocum entsm ay be served as Provided by Section 713.13(1)(a)7.,Florida Statums: a, N am a and address b. Phone num ber Fax num ber S. in addition to him self or herself, 0 w ner designates ____ of to receve a coo.,' of d e L ienor's N crime as provided in Sector,13 113 (1; b1,Florida S atutes. a. Phone num be Fax num ber 9. Expiration date of notice of com m encem ent ,te expiration date is year from dte dam o° recordir t s a 1-feren dad i5 specified) S ig n a to re o f 0 w n Sworn tm (oraffirm ed) and subs,S^:bed befc e m e t.is _!`-j ' day o* v U----_____ O`',b7 S----------- Personally K now n _1l 0 R Produced .dentificate---------- Type of identification Produced fo-pFu - ainnarsreblic^, S ofFlo a C om m ission Expires: WENOY L. LtiUGHREY Commission # 000164203 Expires 11/12/ 2006 Bonded through 800- 432.4254) Florida Notary Assn., Inc. a ..... .... CER1'IfIEO 00" MpRYOXE M 3LERK Of CIRCUIT T1'. FI.OKII)A SEMIt1O E pttT'r a.>Lrtlt jUl 3 o CITY OF SANFORD PERMIT APPLICATION i Y FN„'ij r% Permit # • - Job Address: Description of Work: 4L Historic District: Zoning: Value of Work: $ "/000 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI Electrical: New Service — # of A PS Addition/Alteration Change of Service Tempotasy Pole__,,_, Mechanical;! Residential Non -Residential Replacement New (Duct Layout & j3pergy C'aj Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential '/ Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for o,titaf- than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: _ Contractor Name & Address: ,'' R mAvmn z A'l'#12 rtt111 n Phone & Fax: Bonding Company: Address Mortgage Lender: . Address: Architect/Engineer: Address: to License.Number%),H ° .. Russo- r,oa-1 -w nbapCWO 3 --- - 16 9 Phone: Fax: Application is hereby trade to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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 -do in compliance with all applicable i ,ws rcptlating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE QF"COMM NCEtvf NT MAY RESULT IN Y01 M PAYING TWICE FOR NPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, NSU r WITHYOUR LENDER OR Ali! ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.' N TI E: In addition to the requirements of this permit, there may be additional restric ' ns applicable 'ihis property that may be found in the public records of this county, and there maybe additional permits required from other governmental a ties such as ter management districts, state agencits, or fvdc a.l agencies. Acceptance of permit is verification that I will notify the owner of the property the requir nts of Flonda L en Law, FS 713. Signature of Owner/Agent Date Signatur Conaacior/Agentl Date T G. DELLO R USSO Print Owner/ Agent's Name P t .ontractor % nt's k) AIJA Signatureof Notary -State of Flonda Date Signature of Ko-rv-Stare of Flonda Date. Owner/Agent is _ Personalh '. no,rn to Me or Con true tor/As:-.::s Ir ersorrail. KnowntoMeorProducedID_, Producl:1 AFI1LIC:\1ION APPROVED BY: Bldg: _ "Zoning: Li:_::;i. _ F D: Inmal & Date) ( Initial & Date) (Initial & Date) (Inwi l C Dat: SpCCial Conditions: MY COMMISSION # DD 212893 g', EXPIRES: June 14, 2007 Bonded Ttw Notary PublicUnderwrders 1 CITY OF SANFORD PERMIT APPLICATION Permit # : 03Z 67 Job Address: Description of Work: Historic District: Zoning: Value of Work: Date: Permit Type: Building Electrical X_ Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS D Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Occupancy Type: Residential Commercial Replacement New (Duct Layout & Energy Calc. Required) of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial Industrial Total Square Footage: 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 & Address: e Phoned -d 9— Contractor Name & Address: ZY -5 ess4*114 Phone & Fax: Bonding Company: Address: i 7% 4f State License Number: 6_c%fe901.611 Contact Person: Phone: Mortgage Lender: Address: Architect/Engineer: Phone: Address: 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 the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. r Signature of Owner/Agent Date Signature of Contr r/Agent Date o A» Print Owner/Agent's Name Prin[ ' or Pen e ? x o Signature of Notary -State of Florida Date St of Notary- tate of Florida Date 0 n o v 8- (V 7UVd QOt Owner/Agent is — Personally Known to Me or Contractor/Agent is--tp Personal) Known to Me or N 01% Produced ID j'roduced ID L7 3,a`7t'v1 `lam O w• APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) POWER OF ATTORNEY Date: 7 /— d3 I, kkoV Nwrtz ,. , do hereby authorize r 's to pull the 4.i L permit for /%.-7 eW 41510W type of permit address N^H,, KEAN MCELROY Notary PubNc - State of Florida g• EiesFeb19,2007 Commission # DD185410 a,5it, Bonded By National Notary Assn, Notary Personally known to me or drivers license # State of Florida, County of © RfvN6 rEr on )6.0 day of ZLkw le 2 200B CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number: C 'J" V Date: 1 0 V11 I C lb The undersigned hereby applies for a permit to install the following plumbing: Owner's Name: Address of Job Plumbing Contractor: Residential:.: Non -Residential: rN 31 Number Amount Addition, Alteration, Repair (Residential & Non -Residential) New Residential: One Water Closet I Additional Water Closet Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, Trap Sewer Piping Water Piping Gas Piping Manufactured Building Description of Work: Application Fee: 10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanford Plumbing Code. Applicant's jur State License Number Whet„ Rtady For PtckuP 407) e Gail AM i47-81&7 PERMIT APPLICATIONCITYOFSANFORDPERMAPPLICATIONt4o71Permit No.: CG 3(5 _2--_ Date: y + Job Address: \_a •', v ' , _. Permit Type: V Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: F Additional Information for Electrical & Plumbing Permits Electrical: Addition/Alteration _Change of Service _Temporary Pole _New AMP Service (# of AMPS ) Plumbing/ Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/ Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: V Residential Commercial _ Industrial Total Sq Ftg:C:QLLSQ Value of Work: $ 1 O 1. t' • Type of Construction: ICKU Flood Zone: Number of Stories: i Number of Dwelling Units: _ + Parcel No.: 1 ( `) L_-j (Attach Proof of Ownership & Legal Description) + Owner/ Address/Phone:'_?,eaz- }oyr,eSrlS 1V 1NeS- r*.e,r' rJa . Contractor/. L" QVj, :6s)-a 1L}- Ua - 3-t9 411 State License Number: Cam'" n 153<LIc4 t= AVI Contact Person: Phone & Fax Number: yph _ q 4-1Lka j _ q us _ - 8 9 a Title Holder (If other than Owner): Address: _tl I A Bonding Company: Address: Mortgage Lender: Address: Architeet/Engineer Address: - pnC Phone No.: qt>` j Fax No.: c, I C.r a .._ c C { Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction.. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property ofthe requirements of Florida Lien Law, FS 713. Signature of OwneVAgent Date Signaturroactor/ Agent Date Prin gent's Name Print /Agent's Name • of Florida Date Oi /l09 D. A. ClAf2 K r OTARroMy W27/03 N PUBUC r o. CC 850099 Owner/ Ioewmto a or Produced APPLICATION APPROVED BY: of Florida Date J. A. Cl.: li;:K a WARY o My Comm &P• EV27/03 PUBLIC - o.CC850099 ContraCL j to Me or Produced ID Date: I - Z. 9 a Special Conditions: 111N1111111INIIN11111111111INdo11INIIlea INNIin Permit Number: Prepared By Amy Condon, BEAZER HOMES and 215 N. Westmonte Drive Return To. Altamonte Springs, FL 32714 NOTICE OF COMMENCEMENT State of Florida County of Seminole MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04840 PG 1674 CLERK' S # 2003089948 RECORDED 05/21/2M OW4:05 PM RECORDING FEES 6.00 RECORDED BY L McKinley The undersigned hereby gives notice that improvements will be made to certain real properly, and in accordance with Chapter713, Florida Statutes, the following information is provided in this Notice of Commencement. l . Description of property: Lot NumberL L, egai Description Calabria Cove, according to the plat thereof as recorded in flat Book 60 pages 8 - 10, of the public records of Seminole County, Flonda. Street Address 11 C • 1 c b o — r r"- _ Y c- - 2. General description of improvements: New ungk family residence 3 Owner information: Name Beazer Homes Address 215 N Westmonte Dtive Altamonte Springs. FL 32714 Tel Number 407-339--4114 4 free Simple TitleHolder: 'N/A 5 Coatraetor. Name Marcus L. Watters, Jr. Address 215 N. Westmonte Drive Altamonte Springs, F1 32714 Tel. Number 407-339-4114 6 Surety: N/A 7 Lender: N/A 8 Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provides by 713.13(1)(a)7 , Florida Statutes: N. A. 9 In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided m713. 13())(b), Florida Statutes. N.A. 10. Expiration date of notice of commencement One Sear from the date of re -cording. Date Sip5 . OLD Signature of Owner's Agent, Amy Condos. Swo subscribed before me this .'"day of 1 200f3y .Amyndnn, vho is wn to roe. otary: Notary Seal: cuffrIEU COPY TWARYANNE MORSE CLERK OF CIRCUIT COURT 6E ROLE CDU ITY, F .ORROf ffFfZCLAIRKo 3 her I. D. MAY 2 8 2003 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL p 13 iY a 11 1 y L SeMinuli CL(mnty 3 Piv prrty oippraimr r trrr WOOD. MOGETIRL C-- t 191 B. First St. Sanford F1. 3277t d07.66i-75Q45 2003 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 0 Parcel Id: 32-19-30-5LY-0000-0310 Tax District: S1-SANFORD Bldg Value: $0Depreciated Owner: BEAZER HOMES CORP Exemptions: Depreciated EXFT Value: $0 Address: 215 N WESTMONTE DR Land Value (Market): $33,5 0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0 Property Address: Just/Market Value: $33,500 Subdivision Name: CALABRIA COVE Assessed Value (SOH): $33,500 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $33,500 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount: $586 Find Comparable Sales within this Subdivision 2002 Taxable Value: $27,700 LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 31 CALABRIA COVE PB 60 PGS 8 THRU 10 LOT 0 0 1.000 33,500.00 $33,500 NOTE: Assessed values shown are NOT centifited values and therefore are subject to change before being finalized for ad valorem tax purposes. Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www. scpafl.org/pls/web/re_web-seminole_county_title?PARCEL=3219305LY0000... 5/27/2003 LIMITED POWER OF ATTORNEY DATE. r .. r J 0 . I HEREBY NAME AND APPOINT: OR M EACH AN AGENT OF: BEAZER HOMES TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: e..,...-....I 1•-yam lr.. ' _^..:..C'. Y i r"i FOR A RESIDENTIAL PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: SUBDIVISION: ADDRESS: AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TO THIS APPOINTMENT. MARCUS L. WATTERS JR. NAME OF CONTRACTOR.) r SIGNATURE OF CO CTOR. STATE CERT. # CBC 053044 CONTRACTOR'S STATE REGISTRATION NUMBER.) The foregoing instrument was acknowledged before me this : DATE: BY: STATE OF o MARCUS L. WATTERS JR Who is personally known to me and did not take an oath. ORANGE. Y: D. A. cLMr;.t My Comm Ea ;os NOTARY SEAL. cc 850099 S..'Iy Kno",n i 1 other 1.0, Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L I N 89°40'49'W 60.00' L 2 S 89°45'58"E 60.00' KAYWOOD REPLAT PLAT BOOK 30. PAGES 27 d 28 L2 LOT 31 A' GRADING 9.142 SO. FT. IC? 10.0 1 n 17. 3 COVERED n Z NLOT32 PAT IO o. A LOT 30 min Emnm inn 0.0 mC'+v FP-311 ur vwor o y; W m A.86 D 2.8rny (-n ONE STORY RESIDENCE Ln N o FIN. FL. ELEV:59.5 N o c.t N0 CITY OF SANFORD 36'w ADDRESS: 113 CALABRIA SPRINGS COVE 6 7. 60'D AREAS: 0 o DRIVEWAY: 408 SO. FT. LEAD WALK: 43 50. FT. l0. 12. D 19. 3' 1 .0 SETBACKS: SITE DATA Front 25' Rea 45' MpERVM 50. FT . 30% N Side 75 ' Corner 25' LOT S0. FT. 1 1 IMPERVIOUS AREA-2.736SO.FT. 345. 37 ' ' L I o 0 U1 CATCH BASIN CIL EL REFERENCED BEARING P.C.P. CIL CALABRIA SPRINGS COVE N 89°40'49'w 954.46' - P.C.P. 50 ' R/W) TRACT F PRIVATE ROAD. & UTILITY EASEMENT LEGAL DESCRPTION' Lot 3 1. - CALABRIA COVE ` Note: 8eormqs shown hereon are referenced to the C/LoccordngtothetthereofasrecordedinPlatBook60 . f CALABRfA SPRNGS COVE as be N 89°40'49'W. at pages 8 - I of the Pubic Records of Seminole ooleCounty, Florida. being Vertical datum is based on NGVD per EngineeringFLOODHAZARDDATA: The Parcel shown hereon kes:'within Flood Zone'' X" construction plans by Bukett Engineering. Inc. occordnq to the Flood Insurance Rote Map Community Pone/ Nurlber Project No. 9709-3 1 120289 0040E.Doted 0 4 / 1 7 / 9 5 . General Notes: 1. This Is a BOUNDARY Survey performed in the field on Proposed 2. No aerial, surface or subsurface utility installations. underground improvements or subsurfacelbenal encroachments, it any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, ifany, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights -of -way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as fumished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. Denotes %* Iron rod with yellow plastic cap marked L84937 or LS3182, or iron rod with red plastic cap marked 'Witness Comer` unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Psrmanen; Reference Monument Legend Temporary Benchmark O/S Offset assumed datum) ORB OfficialRecords Book BOW Back of sidewalk PB Plat Book C/L Centerline PC Point of Curvature d Central or (Delta) Angle PCC. Pant of Compound Curvature CALC Calculated P.C.P Permanent Control Point CB Chord Bearing PG, Page CD Chord P.R.M Permanent Reference Monument C. M Concrete Monument Pn, Property Line EL. or ELEV Elevation R 0 B Pant ofBeginning FINAL EL. Elevation (Measured) P.O.C. Pant of Commencement FD. Found P 1. Point ofIntersection Fin.Fl. Elev Finished Floor Elevation PRC Point of Reverse Curvature IF, Iron Ape PT Point of Tangency I. R. Iron Rod R Radius L Arc Length RAO Radial Lino LB Licensed Business RES. Residence I.& Land Surveyor iyR,fthtol-Way Mee Measurers TBM Temporary Benchmark N/D(NdD) Nail and Disk TYP. Typical N.R. Not Radial FenceSymbol (see drawing) X—X- Fence symbol (see drawing) COHNICallon: Not valid Without the signature and the original raised seal of a Florida licensed Surveyor and Mapoer Dr oe n by : CM 7hr's y rvaymeats the requirements or the Fkrdda Min um Technical Checked by r DP Ste srdsascontainedinChupter6tGt7-6Fto' ministrativeCode. Prepared For: BEAZER Sketch of Lego/ Description Job Number: 01-005-02 This is not o Survey Scale : 1-- 30' A4 Plot lon performed: 05-14-03 dam A. Herx, P. L. S. Florida Registered Land Surveyor No. 3182 Fo u n do t i o n survey: arae L. Prremieniecki, P. S.M. Registered Surveyor and Mapper No 6030 F i n o 1 Survey : William R. Herx, P. S.M. Registered Surveyor and Mapper No. 6092 Revisions ' Herx 6 Associates Inc., State ofFlorida LB 4937 d A i 1 1 1 a Aomb" V ZJ1 OF Et`NEER411b_-WrECT OF RECORD 34, 0' 1'-4' 2-V CE) s 34 Covered Patio vAUl T CLcS 323 F`SF M49tar 5e&o T Alljl_7 CLI, 0 12 2 24 ry 3; 0 PER i. e,5 .200 P5F 1 1..,. 1.. 1. 4 .6-1 4'-4 1/2' 2 -11, ge ;a 55= VAoJLT CLC. W V441LT CL6. F4 42, 1 1 143 R's zif ,:7 :7A vAiJLTOUR ---COLINTERWALL36'' TO 1'.4'-,, TUB rETTP Kitchen_ VAULTC;.;, i2 41 1. E D v Dining W 0 DOOR SIZE KEY MARK SZE A 4 .5 B' 8 E 1 2 f 2 6 6 8' 6 2 , 8 H Tr, .,T it I r 1 5 80 K 1,8,.8j L 2 G.8 v 1 2 4%8 al N 2,6%aV 0 2,8 . .6'c' P 3'0%80' Q i 6 b 8 OF p 26*.15'8' OF i 1 2 6,618' OF T 1 30`.68' OF" U I 40 . 613 '," OF v 5 0%6 8, OF w 6,0,68 OF x 1 1,6,40, OF y 2U 8d OF z 2'6%8'0' OF AA YO .80" OF 88 4 10 : a,o, OF CC 5,0%8'6' OF DO I 6V'A'a OF EE 1 60-. 68" SL.ILDP FF 8!0`I-_,8, SLGL,Dp CC 9'0.6 8_ SL.CL DR, HH 120.6'8' SL. C OR 0' 6' SL CL I ji 86%80' SL..CR KK 9'0'.8'0' SL.GL,0P_ L1 0 WINDOW SIZE KEY" MARK MASONRY) FRAME I S111 2 1 20.24_} 2 Sti; 11 1 20',16"t 391420.482 4 & 4,5 20,,60, t 20 . 72't 6 SHIHL 24 24*t 7 SH1H3 24 ':136' 1 8 I H 24 . 48'± 9, H5 2 t 0 1 Hfi24'02:± I N/A 2r,',24± 12 N/A 36. i t3 N/A 26-.48.± 4 N 26%60 N/ A 26'.72,4 76 N - 30 24 t , 7 N A 3exm* a N/ 304e 19 N/A jo, 60 v 20 N/A 30' 72 21 %' 22 36.24, i n, 22 SH23 36 .36 - 23 S H24 36'.48'. Bedroom2VAULT CL,' 1, 0, G. 2d 24 25SH2.1 36.6o± 36. 72"± c CIE w/ L, 7, F 26 fiil&426 N/A 40 :24*± n. IOF LT27 N/A 48, 36 t OUR, 2 01 v T Af' AFF C. TIFRESTOP AN 1 28 29 30i NIA N/ A N/A 4e 66't 4e. * i D I 2SHj2 SH,3 53 :24: t 53' 36 TLB w" -1 ___ S-4. 8, SP SH34 53.48't SHOWEN UJr_ ATTIC ACCESS 34 SH35 5Y.60'-_ 1LAV. rir F « 7 35 36SH 36 53,72*t Z: f R 2 Car Wraae 37 38 8, INDICATES ECqEE6 umqDcw D ( D H PLANT SHELF Ei - 6 3 4' a, VIDELITE LD 9'- 4' AFFD'CATESUVA03a AfRCPTOPF, 3 Aa Bedroom 3cam vAULT CLG E F-- 6, 1' Olf, GAR C R 141 = Slm 20 PH, RATED SY AN.FAC TIFEQ AA__ P To 12 - V a, Is Area Tabulations Livvlg: HB 151 _fl F 2md Flocr. N/A s fCIE XEIIS STEEL L.NTEL —E—, STS-Total Lfv*tg, *ts 5F rTA, BE SUB8TIT)jrED FOR FIRE - CAST LINTELS THE L-^, IeEC2UjI; aES NORE XCEF' I, TOP COURSE Or V BLOCK erltr, 4 4C 6, IkI SF P*' '110.1 by UNo J, CL L.- I LNTEL. WITH 5 I:TOLES: TOLESFFORF— fePpli" MA EE USED A-- 4N JRV) L- 2 LINTELS. USE L-2 LOAD TAE! LE5, 1 - NTEL5 5WZLL BE ADD TO BE L-: 1 - INMLS LINUESS." AWED 0,.EFW-,SE WA 6FrJote--..—.—..—_.= totaf At!![:"252 er o 5 /15 r'o, 3 1 AS NOIED- C-) 11RI I !EP1 L%.ENSONS 91AL! HAX CE PCOF'cc n job , cvfR SCAI-C DMENSCNS 0-11 03-1282 SEAL 6 7UFE -5 SEEN DEE6N TO T1,EET ;Z 0 NDbe.;-.V -d th, _ d r+- 0-;n S-4—. -t LOAD NIS "`E PL OwjDAHACA' vtRG1N#4 A. Bt1ILGING CODE -TON lg e OF OUlfQ7 ' OF SEC REO20C, ECIT'ON vf_ ffoq —ill,- I Uj L 1. 120 'P$-I!- 3 SEC DATE 2 UJI.D f—ORT N - -ACTOR i0 D EXCSI.A!E - CATZ 11-ORY 5ER.NA. : E55t1R1_ COE—CfENT , 018 Floor Plan I L'i SCOW FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: FP-36 Builder: BEAZER Address: j 1 3 cN _C _ 1 <' __L_. Permitting Offic °C L City, State: \ Permit Number: Owner: ', I Jurisdiction Number: Climate Zon Grgr`r l . New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.10 _ 4. Number ofBedrooms 3 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned Floor area (ftz) 1658 ftz c. N/A 7. Glass area & type a. Clear - single pane 247.0 ftz _ 13. Heating systems b. Clear - double pane 0.0 ftz _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ftz _ HSPF: 8.00 _ d. Tintlother SHGC - double pane 0.0 ftz b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 186.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons J a. Concrete, Int Insul, Exterior R=3.0, 1029.0 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 48.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 262.0 ftz _ 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, 1669.0 ftz _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 1 1. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Con. AH: Garage Sup. R=6.0, 100.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.15 Total as -built points: 22919 PASSTotalbasepoints: 24090 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: Y I hereby certify that this building, as designed, is in compliance with the Florid n gy Code. OWNER/AGENT:__ _ DATE:-----J c}---------- Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.2) 1 Akr FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1658.0 25.78 7693.8 Single, Clear E 1.0 4.0 7.0 59.31 0.92 380.5 Single, Clear N 1.0 7.0 23.0 27.96 0.99 633.5 Single, Clear N 7.0 4.0 12.0 27.96 0.65 218.0 Single, Clear N 7.0 11.0 6.0 27.96 0.79 133.3 Single, Clear NW 1.0 6.0 8.0 37.74 0.97 293.2 Single, Clear W 1.0 6.0 16.0 53.47 0.97 828.7 Single, Clear SW 1.0 6.0 8.0 52.82 0.96 406.8 Single, Clear S 13.0 6.0 32.0 44.66 0.49 701.8 Single, Clear SW 15.0 12.0 53.0 52.82 0.47 1327.0 Single, Clear SW 6.0 6.0 23.0 52.82 0.52 626.7 Single, Clear S 1.0 6.0 12.0 44.66 0.94 505.9 Single, Clear E 1.0 6.0 12.0 59.31 0.97 689.5 Single, Clear E 1.0 5.0 19.0 59.31 0.95 1070.9 Single, Clear E 1.0 6.0 16.0 59.31 0.97 919.3 As -Built Total: 247.0 8735.1 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 262.0 0,70 183.4 Concrete, Int Insul, Exterior 3.0 1029.0 1.40 1440.6 Exterior 1077.0 1.90 2046.3 Frame, Wood, Exterior 11.0 48.0 1.90 91.2 Frame, Wood, Adjacent 11.0 262.0 0.70 183.4 Base Total: 1339.0 2229.7 As -Built Total: 1339.0 1715.2 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1,60 28.8 Exterior Wood 20.0 7.20 144.0 Exterior 20.0 4.80 96.0 Adjacent Wood 18.0 2.40 43.2 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 1658.0 2.13 3531.5 Under Attic 30.0 1669.0 2.13 X 1.00 3555.0 Base Total: 1658.0 3531.5 As -Built Total: 1669.0 3555.0 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 186.0(p) -31.8 5914.8 Slab -On -Grade Edge Insulation 0.0 186.0(p 31.90 5933.4 Raised 0.0 0.00 0.0 Base Total: 5914.8 1 As -Built Total: 186.0 5933.4 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 1658.0 14.31 23726.0 1658.0 14.31 23726.0 Summer Base Points: 31391.0 Summer As -Built Points: 31985.0 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 31391.0 0.4266 13391.4 31985.0 31985.0 1.000 1.00 1.079 x 1.150 x 1.00) 0.282 1.241 0.282 0.950 0.950 10625.7 10625.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeStRaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 1658.0 5.86 1748.9 Single, Clear E 1.0 4.0 7.0 9.96 1.02 71.0 Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9 Single, Clear N 7.0 4.0 12.0 12.32 0.99 145.8 Single, Clear N 7.0 11.0 6.0 12.32 0.99 73.4 Single, Clear NW 1.0 6.0 8.0 12.23 1.00 97.6 Single, Clear W 1.0 6.0 16.0 10.74 1.00 172.3 Single, Clear SW 1.0 6.0 8.0 9.22 1.01 74.6 Single, Clear S 13.0 6.0 32.0 7.73 2.24 552.9 Single, Clear SW 15.0 12.0 53.0 9.22 1.40 683.8 Single, Clear SW 6.0 6.0 23.0 9.22 1.33 281.6 Single, Clear S 1.0 6.0 12.0 7.73 1.01 93.5 Single, Clear E 1.0 6.0 12.0 9.96 1.01 120.6 Single, Clear E 1.0 5.0 19.0 9.96 1.01 191.6 Single, Clear E 1.0 6.0 16.0 9.96 1.01 160.8 As -Built Total: 247.0 3002.4 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 262.0 1.80 471.6 Concrete, Int Insul, Exterior 3.0 1029.0 3.80 3910.2 Exterior 1077.0 2.00 2154.0 Frame, Wood, Exterior 11.0 48.0 2.00 96.0 Frame, Wood, Adjacent 11.0 262.0 1.80 471.6 Base Total: 1339.0 2625.6 As -Built Total: 1339.0 4477.8 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Wood 20.0 7.60 152.0 Exterior 20.0 5.10 102.0 Adjacent Wood 18.0 5.90 106.2 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 1658.0 0.64 1061.1 Under Attic 30.0 1669.0 0.64 X 1.00 1068.2 Base Total: 1658.0 1061.1 As -Built Total: 1669.0 1068.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 186.0(p) -1.9 353.4 Slab -On -Grade Edge Insulation 0.0 186.0(p 2.50 465.0 Raised 0.0 0.00 0.0 Base Total: 353.4 1 As -Built Total: 186.0 465.0 EnergyGauge@ DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 1658.0 0.28 -464.2 1658.0 0.28 464.2 Winter Base Points: 4791.9 Winter As -Built Points: 8807.3 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit = Multiplier Heating Points 4791.9 0.6274 3006.5 8807.3 8807.3 1.000 1.00 1.068 x 1.160 x 1.00) 0.427 1.239 0.427 0.950 0.950 4422.2 4422.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling + Heating + Hot Water = Total Points Points Points Points 13391 3006 7692 24090 1 10626 4422 7871 22919 PASS EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge0tFlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at. penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 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 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or excpPdprt by all racirlancac 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.5 The higher the score, the more efficient the home. l . New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Garage b. N/A New _ 12. Cooling systems Single family _ 1 a. Central Unit 3 _ b. N/A Yes 1658 ft' c. N/A 247.0 ft' _ 13. Heating systems 0.0 ft' _ a. Electric Heat Pump 0.0 ft' _ 0.0 ft' b. N/A R=0.0, 186.0(p) ft _ c. N/A 14. Hot water systems a. Electric Resistance R=3.0, 1029.0 ft' _ R=11.0, 48.0 ft' _ b. N/A R=11.0, 262.0 ft' _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=30.0, 1669.0 ft' _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 100.0 It _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 36.0 kBtu/hr _ SEER: 12.10 Cap: 36.0 kBtu/hr _ HSPF: 8.00 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 not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStarTmdesignation), your home may qualifyfor energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucfedufor information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommunity Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: FP36 SANIBEL ISLAND 6/26/96 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project• . • For: CA -TON HC EFS Design Information Weather: Oft -do -AP, FL, US Winter Design Conditions Heating Summary Summer Design Conditions 38 *F Outside b 70 °F Inside db 32 °F Design TD Daily range Relaltive humidity Moisture difference Building heat loss 32850 Btuh Ventilation air 0 cfm VDesign heat badentilationair32850B Infiltration Area (W) Heaa co1658 Volume (ft3) 14305 14305 Ai40 Equiv. 0. 96AVF (dim) 191 Heating Equipment Summary Mahe BRYANT Trade Heating aAxA Heating " rise Actual heafing fan Heating air flow factor HIT ;= 0 Bhlh 0 BUh 0 °F 1048 cfm 0.032 chVBtuh 93 'F 75 °F 18 °F M 50 % 43 gr/Ib Sensible Cooling Equipment Load Sizing Structure 21911 Btuh Ventilatim 1485 Bbuh UseD W temperature soling 3.0 °F Mfg. data n RaWming multiplier 0.98 Tout sens. equip. bad 22928 Bbuh Latent Cooling Equipment Load Sizing Interval gains 1150 Btuh Ventilation 2212 Btuh Infiltration 2818 Bbuh Trial latent equip. bad 6180 Bluh Cooling Equipment Summary Make BRYANT Trade Effidency o .: Btuh Went ... i Bkh Actuad air flowfactor 0.055 F :'1 Load sensble heat ratio 79 % Boldlitalic values have been manually overridden Printout certified by ACCA b meet all requirements of Manual J 7M Ed. 1 wrnghtsoft Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-27 14:39:35 E:\Files\Beazer 2002\FP-36\1p36.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: FP36 SMIBEL ISLAND 6/26/96 109 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 14305 ftx 0.0167 = 191 cfm 2 Winter infiltration bad 1.1 x 191 cfm x 32 °F WnierTD = 6727 Btuh 3. Writer it firationt HTM 6727 Btuh / 285 ft2 Total window = 23.6 BtuWW and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer irtfilbation AVF 0.40 ach x 14305 ft3 x 0.0167 = 96 cfm 2 Summer nllratiori bad 1.1 x 96 cfm x 18 °F S nTw TD = 1892 Btuh 3. Summer infdtrabon HTM 1892 Buh / 285 ftz Total window = 6.6 BtuW and door area Procedure C - Latent Infiltration Gain 0.68 x 43 grAb moistdiff. x 96 cfm = 2818 Bhah roceaure u - tqulpment Sizing Loaas 1. Semis sizing bad Semis ventilation bad 1.1 x 75 cfm vent x 18 °F SurmterTD = 1485 l3k h Sensible bad for structure (Line 19) + 21911 Btuh Stan of ventilation and structure bads = 23396 Btuh Rating and temperaturewi-tgesmultiplier x Equipment sensble 0.98 sizing bad - = 22928 Batt 2 Latent song bad Latent ventilation bad 0.68 x 75 cfm vent x 43 gr/Ib moistdiff. = 2212 Btuh Internal bads = 230 Btuh x 5 people + 1150 l3kh Irtfiltration bad from Procedure C + 2818 Bbb Equipment s¢rtg bad - Mart = 6180 Bbb No. of Freplaces is: 0 Boldlitalle values have been manually overridden Pri'tta,rt caddied by ACCA b meet all requirements of Manual J 7th Ed. c wrightsoft Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-27 14:39:35k& E:\Files\Beazer 2002\FP-36\fp36.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: FP-36 SANIBEL ISLAND 6/26/96 109 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 SN D K Y I R A L L A O T H V G N W R A H L G H C V R V R H G H N H W L Z E M D G Z L O X Y T T M A R A R BTH 2 a n se a C n 0 d 1 1 90 1.0 1.0 1.0 3.0 47.4 TO 1.5 BR 3 a n ne a C n 0 d 1 1 90 1.0 1.0 2.0 5.0 39.4 23.0 0.0 FOY a n ne a C n 0 n 1 1 90 1.0 7.0 1.0 3.0 62.4 12.0 0.0anneacn0n11901.0 7.0 5.0 7.0 62.4 6.0 0.0 DIN LAUN/KIT NOOK a n n b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 20.4 8.0 0.0annwbCn0d11901.0 1.0 1.0 5.0 39.4 16.0 0.0anwbcn0d11901.0 1.0 1.0 5.0 54.4 8.0 0.0answaCn0d11901.0 13.0 2.0 5.0 47.4 32.0 32.0 LIV b n w a C n 0 d 1 1 90 1.0 15.0 5.0 7.0 54.4 53.0 53.0 M BR a n ne a C n 0 d 1 1 90 1.0 6.0 1.0 5.0 39.4 23.0 0.0annaCn0d11901.0 1.0 1.0 5.0 20.4 12.0 0.0anwaCn0d11901.0 1.0 1.0 5.0 54.4 12.0 0.0 M BTH a n w a C n 0 d 1 1 90 1.0 1.0 1.0 4.0 54.4 19.0 0.0 BR 2 a n w a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 54.4 16.0 0.0 COC VVrlghtSOft Right -Suite Residential- 5.0.64 RSR26016 2002-Mar•27 14:39:35CAE:1Files%Beazer 2002\FP-361fp36.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: FP-36 SANIBEL ISLAND 6/26f96 109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 wrv.r. m'n 1 Nam DIN LAIftdW NOOK L1V 27ft1nedKd 7.0ft 28.0ft 19.0 ft 10.0ft Roorndma>sQis 13.0 x 14.0ft 120 x 18.0 ft 10.0x 10.0 ft 16.0x 16.0 43CewigsCon& Oplm 120 ftl 8.0 It heellood 8.0 ft hsaVmd 80 f1l haalbool TYPEOF CST HTM Aree Load (Blh) Area Lad (Blh) Area LOed W) Area Wed fth) DQPOSURE ND. HLg Clg 112) Hlg CIg ft2) Hkj Clg IF) Hlg I Clg fl2) Htg CIg 5 Gross a 148 4.6 21 84 224 1 E 7xsedb12C291.9 0 p 104 c vQb arilc13C3.2 12 1 80 0 c perbliors d 0.0 0.0 0 0 0 e 0. 0 0.0 0 0 0 f0.0 0.0 0 0 0 6 VVrxbk% erd a 1C 37.0 00 m p glass doorsb8C37.0 0 0 0 0 0 1959 Healing c9429.9 0 0 0 0 0 d 0.0 00 0 0- 0 e 0. 0 00 0 0 0 f 0.0 0 0 01000 0 c 0 7 Wndw6and North 20.4 00 0 0 4C'- 81 10B1 glass doorsNEiMN44.6 00 0 0 16 630 0 Cooing ENV 54A 0 0 0 0 8 435 p SESN 47.4 00 0 0 0 0 0 South 0.0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0- 0 0 8 Olherdoors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10D14.7 1 9.9 0 0 0 1 179 0 0 0 0 0 c 0.0 0.0 00 00 0 0 0 0 0 0 9 Net a 14B 4.6 2184 397 173 224 1032 461 lz 553 247 z 124 96 e oaalb12C291.9 0 0 0 0 0 0 72 27 14C 0 0 well andc13C3.2 12120 3m 140 70 221 82 0 0 0 0 0 perhbons d 0.0 0.0 00 0 0 0 0 0 0 0 0 e 0.0 0.0 00 0 0 0 0 0 0 0 f 0.0 0.0 00 0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1A 182 1 252 216 221 299 loc 116 131 211 270 311 b U0.0 0c 0 0 0 0 0 0 c 0 0 c 0. 0 0.0 0 c 0 0 0 0 0 0 0 0 d 0.0 0.0 0 c 0 0 1 0 0 0 0 0 0 e 0. 0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a ZA 25.9 0.0 7181 0 a0 1 492 0 1 259 0 Nola: roomb0.0 0" 0 0 0 0 0 0 0 0 0 paring c 0.0 0.0 00 0 0 0 0 0 0 0 is displ. d 0.0 0.0 00 0 0 0 0 0 0 0 for slaba0.0 0.0 00 0 0 0 0 0 0 0 floors) f0.0 0.0 00 0 0 0 0 0 c 0 0 12 Irfiltralion a 23.6 6.6 00 0 Iq 425 11964 1511 1251 13 SrbWloss= 6F&+11+12 1139 m 38m Lms aim-al hee6lg 00 0 0 Law Yarlo0014DudlossIOPA11410" 100A 529 1 OOA 38615 Tohalloss =13+14 1253 3186 bw 4250 16 kit gaits: Peorle Cat 30D 1 300 0 0 0 0 900 Ap+1 1270 0 0 2 0 0 0 17 SbbtRSH +1pl. 2+16 8800 2941 941 282740 Lam exlorrtel0ookg0LemIrm do0 18 Dudgain18712941012719ToWRSH9*P(17+18)'PLF 1 A0 9521.00 3M5 1.M 3115 1.00 3M8Air reWred (dn) 52 lcq 177 1 184 171 1 1361 1 ROW axt% d by ACCA bmeet A regmmierlls of Matrnral J M Ed. AwrrrgFstsoR Right - Suite Residential- 5.0.64 RSR26016 2002-Mar-27 14:39:35 I lE:\Files\Beazer 2002\FP-36\fp36.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: FP-36 SANIBEL ISLAND 6126/96 109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J. m r_a 1RwmdrnerelomsNe"drwm MBR MBTH BR2TmwvJwL2Lenghol'sposedwal 37.0 ft 17.0 ft 11.0 ft 3 17.0 x 14.0 ft 17.0 x 13.0 It 11.0 x 14.0 ft 4 Ceiigs Condl.Opfon 8.0 It 1tleeM000l 8.0 ft ha3Y0o01 8.0 Iti heeHood TYPE CF CST HTM Mee Load "b) Ares Load W) A. Load W) AreaD4POSUwNaHlgCigfF) H1g I Cl9 Hig Clg OF) Htg I Clg Hig Clg 5 Gross a 14B 4.6 21 2% 136 886apoeedb12C291.9 0 0 0 vaals and c 13C 32 12 0 0 0 petmLu s d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f0.0 0.0 0 0 0 6 ftibmsard a 1C 37.0 47 1737 1 16 5M glassdoors b 8C 37.0 0 0 0""- 0 0 Healing c 94 29.9 0 0 0"-' 0 0 d 0.0 0 0 0 0 0- e 0.0 0 0 0 0 0f0.0 0 0 0•"- 0 0- 7 VVIndo and North 2D.4 12 245 0 0 0glassdossNEMW44.6 23 906 0 0 0 C Ing ENV 54.4 12 653 1 1034 1SEGN47.4 0""0 0""0 0- Souh 1000.0 0""0 00 0"-- HOrz 0.0 0""0 0""0 0"'- 8 Other doors a 10D 14.7 9.9 0 c 0 0 0 0 0 0 0b10D14.7 9.9 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 9 Nat a 14B 4.6 21 1147 513 117 241 332 148 eP b 12C 29 1.9 0 c 0 0 0 0 0 0 0 v elsard c 13C 32 12 0 0 0 0 0 0 0 0 0 parhlions d 0.0 0.0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1.4 238 251 33D 221 233 306 154 163 21b0.0 0.0 0 0 0 0 0 0 0 0 c 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 e 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 11 Floors a 22A 25.9 0.0 37 95 0 17 441 0 11 2B5 00401EmornbGO1001000000 peinaier c 0.0 0.0 0 c 0 0 0 0 0 0isdispl. d 0.0 U 0 c 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 12 Infiltration a 23.6 6.6 47 1109 312 1 125 1 378 106 13 Srh1oW low 6* +11+12 S204 Z164 1749 Less edarrdheahg 0 Lessta da 1M 10 014Ductloss1175 A15Totalloss=13+14 5m 2EW 1923 16 ht Bails: People Q 300 1 30D 0 0 0 0 Appl. @ 1200 0 0 0- 0 0 0 17 SLW RSH gairF7+&+12+16 3258 1707 1338 Lessaaarnsimc v 0 0 0 Less km dei 0 0 018Duo! gain 10° 32b 1 171 10 134 19 To181RSHg*F-(17+18)'PLF 1.00 3684 1A0 1878 1.0D 1472 20 Akm tared (ch) 1 195 83 103 61 81 Prh6 A De &W by ACCA to meet al reWmff a ft of MafT d J 7th Ed. C w ght5oft Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-27 14:39:35E:\FileMBeazer 2002\FP-36\fp36.rsr Page 3 Cowed Patio Master "o 2 4 ccA 13' Rom Nook14X8IWC:-1 8x4 14' oomBedroom2 I., u 1 1 1 — " rt LAt Fly P 4' dryer duct- PAU244--c"" 8X4 wcci r-- 40 1 14 14 Itq j 14 BftmI1 2i 2 Ov Garage 10 10 ra En" ------------------------ X42 A/C SLAB BLDR MIN FROM WALL Gins f!5L SEC JOB No, BOWENENGINEERING' COR"PO,pAMONEBW203JO® N44C , 1428 VA99Af1SWEET' SMEET N0, OF CFL,AIM, FL 02SO4 CALCULATED BY OAT% I DRAWN 9Y DATE G-, I . tis^ C E Ie 5 I o, ssTva6 Aai acFLA,.Btrpc..cv Latc—sr) Ejo ITIQ& a K A++ 01o..+ STi:SP (rat.A, SW4,coDS LATGbT, eD r' riO0%) ANckOas, 2. ar' wv 4ll lo.., x 19/4it J1 E godos-.•is lEc a''IER lfagiOe-+o-4 m. G - MAX a a F 1 P. E i, rO a to rr E-.94 ) 9 qa-Ir1vi i P i ale! 9 5 ss vJ C . n-E1 eye bloc coes Moa-iae 4 PG $ CASTr G2 p CAdd t - 46 Qe aW reQ 4 c ,n rQ IE Mo¢„ SSA IA..•- CS. 1 co-op -. p ) ree T ' saN.r PG Je EB R C. cc; ME--dl/o-b O ~ S . L-4 N o 4 r S E x -1 a e.=, ¢ (:Z:, I ra s g 8 10 a l tDrA1 tQ r, p ) I v toy 7 r, 11-311i-, IE6-1S?-VO6 e S'IyNb'j F ZUOG BOWEN ENGINEERING' CORPORATION EM263 1420 VAWAR UrFMT' ORL ANOO, FL 02604 I e,I, e„ ,„ x y f BEC J013 No. JOB NA"C SHEET N0, OF CALCULATED BY DATE DRAWN BY DAM MIJ 51 . , s+M 6 ?!so, c E se $ I o,S 3 TV R c 6a a 16 A (FL.A .,BLpb.. Go*5 Lamsr ) E9lrlo&a i o,.• 97 F s v (p4A. Sava. co0 Ld'rd T, ft rmoAi A'piE1. haw c{,oa s , 2OZ4. " -V I o.rq x „ m • G . MAX w/ Cy) D/tble 0 -r^p cn.j 9 IN Mir F.-i le a-4 EAc-H s,ce.- ard@ 1 PE,,, C&&CZN E.a' I , 9 r- aa6 s w i q e S blocla co gSt yoa4joQ , 47 Pe S C06STt4 Z . 4a QAI 4 M o a +A l Aa pee I esN.i lPG JQEB REC'p NIE-We I 46 S. NoAr o E x - E a.; ca ¢ ppG,1 a 'i31oa{` Dr.\ { -}-o wi-4'f.,5'Q !gyp rn Ptl V. Ila" I Mrs..+V AC.A0 Q SP9' t• rll'3 1'S:h; Ij-Qti Y'6'N6y:6 9l',ljll N P.03 t w +q A A AI Pn A V1R 6r,gg YJ'e MviW Tr: T ' N 7lSI , fM•Rl MN *1N r 3tlrrs;•t#INMr .. rnr/u'rw+ NIeN)1glele PAOr 1 0 7 mow JWN30.lOOi372 M HUMUCANE ENGEVERRING & TESTJ7VG INC t`aM Nr (nnerq/i1 i t'new<aet ?'iitl Dates Worm Sma*Ah Pressure Tdw July 12tk 2001 REFORT NUMBERt HET14+1.1042 lMMIFACTLIM: Melia, Iap. 9300 Flab Drive Sulh 107, M V ttU, CA 91731 7'hKI I,MATION! Hutione En8immino it Tommy Mo, 8332 NW"Sprerl2.bmju 331dd NOT117CATtON NO: AFL IMnO1021(hOOA 90ADD COUNTY, r,LORIDA) 90CC2 LISTING No,: TL - 9MA I .AN C'iilt1'iNIC'A17t'll' NTlMHI R; 014417,03 PRODUCT: HullnwMob Bi'AxkWall/Window PRMUCT DESC RIFF 0N; Hollow G60 Hlotke Kominal Dimemioa; 7 34" a 7 3/4" x 4" pRMUCT SIZE, 72" wids x 72" hish DRAWING NUMM, 97.18. Al-Faooq Cwpo Was. Da W 4.124 N018; 1i'Mxlan*rd'rlrawlnX is ern tntiWr(dNu!-t uPth/r rrpwt. DE61ONLOADS ( poo; +85 and -M. TEST Wi" IRSilt3D BY., (am or pones) 30d W*M A11, Pitt,D. (MTn ice. P40Ph *(MM l tr. Lt+oaa o a .. t. C1 T11 WMK* li3swo ENGII+IEEA: Hwor fit. Manna, P.E. (ilr) U32 NW 00 AWN. MOM, "a, sale, Peaty (Sao) ii9>`O!l10, fw tM "?-1813 1p-- w wnrrteaw"fto."m Pm, ,011* J. .nr QNY, NMA- UUj M• fu--- TO: TM1' l iq M y M I ata,M wMF Jw p. 10 iW /N Consawcdom Desalt* P'RODUCTi Fired Hello" GUM Hledc Wdl/WindewD1E.tlCR17 rfom OF UV1T i>v.r.rl Ni:: T2"wld• W T2•' hixh Dte. xl:. e\iwwr.' None. and f"T>sRTAL CIMM ACI'1CRISTIt:S C042106 34at"Wo 7 VV x 7 31411 a 41, Mellow taLw SleeksOlaliosA1eNrodeltwmlo924wBboOkMalletauONdkaaA37M sal ferr Type8 "molar DAYR& OPWASM; 72"vd4o a 72" high v CKM L a!i swcK ao... rmw.. Sara. SSW. The l"WiOw I joint. whirs rsWuv" widr a 1-S-V'vAde lerkoahl bddar type (V O C win mpr) mmol ouppm O 1S1" die. "i—I. aiOalYL: 100% slliaa w malaw Was applied ala" the Quart "basw boftvm wood buck and or1Na blacks. Sere t "bmka ww loved id a 4rt10 eoroirral SYP 1r2 wood *&wA. IM,TALLATION PB11L 7B>1: A I- Va•* x 24"x 0,037" d** wall tla %m banded to de Pwimstar Blew WookS UW evaLotod tv the rubmush a with (z) 010 x 1 1 *" wood amowr %v tU wadnara, nap" No. NETW.1041 Np 2 q J. JUL-26-2002 02:52 AM P.04 otaw 1_• t. Jh iPic ;91 i Tn (h nr ? Mb 11i1uA -1 r I M4Rl at «M Fit: OWIA.li u a w 3 Tfllmm am at = 8 T9w Rt wk, lSJ6... -&.J. /S. a—:-- Prarin pd) mwpoim Dofinfi fl rod -- Ddteadon iretb.0 N"At-----Bd Dadmotim cLe. inchm) Aoaowy 1) Dwdkn am&) p sod HAftaet +ti4 11,07 t1,00 0.07 0,(WI 1tN) An 11w Il 112 t1.1 001, I(XI 30 1' mtI and +110 019 11:1tl.zb 11.06 94 1 30 M Half tat fi4 0.04 0.00 1 1 0.00 100 V 11 AN 0.23 OA 0.21 0.00 100 30 138 o.i7 0.02 1 US 1 0.01 07 30 wnvw. a.vww s Efs was pv70rn W rn accoraanct WM AiYJM WeTUIVU. Comc& oion 1116 $ WAR mu tntd is uomrdum WO Prolowl PA-994.202 eiMlaW-Dade Cm*, Rlodda itiweftmy "AALloVA, UW and the Pwtxuwm tOgteke nmwA CC A37M E330A0. It abu wA" qro giant, of HarthotuBuilder Code mo4 m 1701.4. rm emplo wu ietaA at Wo combulk s of NO h'; %he aMrm nftullr wen a atned fatag the dmlgnghd arr nnarhndr wfitch tndttaftj Cel VIIN 1C/ %Wth W POOb mnct requft"enir 4f the rtJi>e'tedlpflGt ioplana. Thu apart duvet not consilwe conolcadon crtAt sp OWPt Wad, 9yed WSW Ali, Ph. D. P. E. Preeidaat Hocotw, V MaileU4 vAddmt angb r ROW N0. NCTI-WO041. hp 3 01. MIAMIDAOE PRODUCT CONTROL NOTICE. OF ACCEPTANCE Pt:T Industries 1070 -1-cehnology Drive Nokomis ,FL 34275 W N C) C) \I s OANll-DADS COUNTY. FLORIDA Mlti'fRO-DADC FLAG I.CR BUILDING BUILDING CODE COMPLlANU OFF ICF: MIFTR O-DADI: VLAGLEA nUILDIN(s 140 \VEST FLAGLER S'rl II-1. SUITE. 1603 M IAMI. FLORIO:\ 3.1130-15(13 305)375-2901 FAX (305)375-29uN CO. I'IL%V1'olt l.IC INNING SK—I.l oN 303) 375-2527 FAX (305) 375-25SS JOS) 375-2966 F,\X (30) 375.21)ur 1'tipnl ('t).\"1'Itt)t. InvisIA.V Your application flor Notice of Acceptance (NOA) ol': ( 305) 375-21N4 FAX (305) )72•6)311 1 "x Std. Wall - Aluminum Tubc Clipped Mullions under Chapter 8 ofthe Code ol'Mianli-Dade County governing the use ol'Alternate Materials anti Types of Construction, and completely described herein, has been recommended for acceptance by the Mianii-Dade: County Building Code Compliance Oflicc (BCCO) under tilt: conditions specified herein. This NOA shall not be valid after the expiration date: stated below. BCCO reserves the right to secure this product or material at any time from n jobsite or manufacturer's Plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend theuseofsuchProductormaterialimmediately. BCCO reserves the right to revoke this approval, if it is determined by 13CCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing Will be Incurred by the Illantlfaclurer. ACCEPTANCE NO.: 00-0912.05 EXPIRES: 06/28/2000 Raul Rodriguez Chia Product Control Division THIS IS'i HE COVF.RSUErT SFF ADDITIONAL l'AGFS FOR Sl'FCIFICAND GENFRA14 CONDITIONS 13UIL1)ING CODE, .0 11110DUCT RFVLFW COINIINI TIFF This application for Product Approval has been reviewed by the BCCO and approved by the BuildingCodeandProductReviewCommitteetobeusedintylianli-Dade County, Florida under the conditions setforthabove. APPROVED: 06/2N/2001 ff7olc4-" Francisco J. Quintana, R.A. Director Miami -Dade: County Building Code Compliance: OMcc 04S000I%pc2000\1templuee\nonce 3ccepunce cover pate.dot Internet mail address: postmaslcr(alfillildiiit;codcunlinc.coIll 0 Iluntcpage. Ill Ip:/hvww.buildingcodcunlinc.cnm l 1 PGT Industries ACCEPTANCE. No.: 00-0912.Oi APPItov1.D JUN 28 2001 I.xPIItEs JUN-2 8 2006 NOTICE. OF ACCEPTANCI' • SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a clipped mullion system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Mianli-Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating, values indicated in the approved drawings. 2. PRODUCT I)ESCItIPTION 2.1 The 1"x Standard Nall - Aluminum T"be Clippcd Mullion and its conlpollcnts shall be constructed in strict compliancc with the following documents: Drawing No 6620, Sheets l through5of5, titled "I" Sid. Wall Mullion Arrangement Detail", prepared by manufacturer, dated 4/29100, sigticd and scaled by Robert L. Clark, P.E., bearing the Miami-Dadc County Product Control approval stamp; with the Notice of Acccptancc number and approval date by the Miami-Dadc County Product Control Division. Thesc documents shall hereinafter be referred to as Elie approvcddrawings. 3. LIMITATIONS 3.1 This approval applies to clipped structural mullions to be installed vertically or horizontally, asshownintheapprovcddrawings. 3.2 For Design Pressure Rating vs. Mullion Lcngth and Opcning Width, for either Ix2x.125 (2 anchors) mullion or lx4x.125 (4 anchors) mullion, sce corresponding table in approvcd drawings. 3.3 Window sizes and design pressures are to be limited only to those appearing on charts referenced above and also listed in the individual window's Notice of Acceptance. 4. INSTALLA'rION 4.1 The clippcd mullion system and its componcnts shall be installed in strict compliancc with the approvcd drawings. 4.2 This mullion can be installed as part of an impact resistant unit. 5. LABI.IANG 5.1 Each unit shall bear a permanent label with t}lc manufacturer's name or logo, city, state andfollowingstatctllcnt: "Miami-Dadc County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acccptancc, with mullion option indicated. 6.1.2 The Noticc of Acceptance of each door and/or rmcd lite attached to mullion. 6.1.3 Duplicate copies of tile approvcd drawings, as identified in Section 2 orthis Notice or Acccptancc, clearly marked to show tile componcnts selected for the proposed installation. 6.1.4 Any other documents rcquircd by the Building Oflicial or the South Flor't1; Building Code SFBC) in order to properly evaluate; the installata.011 of tits system lvianu Perez, P.E. Product Co Examiner Produ ontrol Division PGT industries ACCEPTANCE. No.: 00-0912.05 APPROVi.D JUN 2 8 2001 I:XPIREIS JUN 2 8 '47006 NOTICE. OFACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering doctuncnts, arc no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considcrcd if: a. There has bccn a change in the South Florida Building Code: affecting the evaluation of this 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 acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. d. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acccptancc, unless prior written approval has been requested ( through the Ming of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acccptancc: a. Unsatisfactory performance of this product or process. b. Misuse of this Acccptancc as an endorsement of any product, for sales, advertising or any other purposes. G. The Notice of Acccptancc number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. If any portion of the Notice of Acccptancc is displayed, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspcction at the job site at al tine. The engineer needs not reseal the topics. 8. Failure to comply with any section of this Acccptancc shall be cause for termination and removal of Acceptance. 9. This Notice of Acccptancc consists of pages 1, 2 and this last page 3. I. ND OFTHIS ACCI:P*F kNCI:. Manu • Pcr r., P.E. Product Co tr6f •xamincr produ ontrol Division ANCHORS. TrP(. B; TYP" t- OR 1) YUL(JWI BOrN (Nos\ H CLAIING CWU4PRODUCTPRODUCT L__A W I--F--w2—t w w . wl*w2 2) WINDOWS MUl_I Fn TOGETHER FOR DETERMINING VAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PACE 5 OF 5 MAX OPENING = W OR WI +W2 MULL LENGTH = H ANCHORS; TYPE -B ; Y' oR b" r'W GLA2AWBOTHENDSPRODUCT H2 J TYP. N YULUON I pit PRODUCT NOT S" i. FOR ANCHORAGE TYPE. OUANTITY AND LOCATION REFER TO SHEETS 2. 3 AND 5 N . N(IN2 1) WINDOW MUL D W/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR H 1 +H2 MULL LENGTH = W 2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON -IMPACT 4.REFERENCE TEST REPORT FTL-2902, 2903 ANO 2975 ANChOK- rmt. . C• on b• BOTH ENDS ilA7t+lG PROOUCi H Y2 H PRODUCT PRODUCT wl—w2 w w 2) WINDOWS MULLED W/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M 1) MAX OPENING - H OR H I +H2 MULL LENGTH = W OR W1+W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = Hi ANCNCIRS: r19f. 6 ; C• DR b BOTH END7 v.. P.J.P. T a i`' INDUSTRIES ARRANG sty rlr: Roc L a 1 " STD. PZ 139712 l02o wcoaoGr A*N t P.a Box 3 StUt em-1 NONO n l4275 AIOxO"m n .27I iw 1 G1AZm PRODUCT 1 PACT III C'PNO(WCr III PRwOoIKr wl—I—w2-1—w1—IW w - wlaw2#w2 N HI#H2 M(TIPLE WINDOWS MULLED W/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5OF5 A43) 11AX OPENING - H OR H1+H2 MULL LENGTH = W OR WI+W2+W3 A14) MAX OPENING = W I +W2 OR W2+W3 MULL LENGTH = HI APR MD AS COWL" 'I lm SOUTMfLOOMABU011, -E BY IttUMCOof COW{WICE OFM ACCE Tuamo oo-141t .oS T WALL MULLION M MULLS I NTS 1 5 late. 6620MULLS 1 1 G r. I. NLILAY. I' YUl4 y E.,ML shm . IIULKW CLY ` 4w' 11wM1(w SIDES. Cur FLAMM On OF (50 AS Igor TO E'fKuCLW10FORMA zxfrAC LAIN AND 4I.ILL AS fnONN ?j (IYP F ® L4w ormn) Typ .. Ar.S (1/0/) 117 ........ ALL FASWWRSILAWora" Cuum ArrROKA, Sa Morr /I r.c.r FOR 1' Aim, ' Mal9w PC I 1. W14LpN I`2* OR ,•-1 rrAGGIAW ON 1T SOES SO AS *Or TO4F, 0,' C."wOREAIm rrm POW 2j (TTP— EE HOW /1 RIeg/ u wm scArwPUdTAf} uWW00 I nm MO SUCK ALL fAMWEAS A"T r OLOE COLMr APrAOLiO. SEE MOTE /1 TYPICAL MULLION TO STRUCTURE WITH W000 BUCK TYP B" 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REOUIREDSEESHEET5. FOR ANCHOR LOCATIONS SEE SHEET 3. OUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAMEASTHEQUANTITYOFANCHORSFROMCLIP —TO —OPENING, 2. REFERENCE TEST REPORT FTL-2902. 2903 AND 2975 OUANT'Ty OF ANCHORS SHOWN ARE FOR A PICTOROILREPRESENTATIONONLY. FOR CORRECT OUANTITY OFANCHORSCORRECTMULLSIZEREFERANDPRESToSURE E REO0 S ANJ) FORTHC YOUR SPECIFICAPPLICATION. r.O. r. 1. LRALAw Now ALIGII / rt F.M. SN.S wwoKV to ; SrAccrR[D ON or CWKR[ 7f/ 1 YW. (50 SrtC SGES P000 30,1 ASNE LO n swx — .. _....... ...... R[ MM . •• wTEAFf wCNOMtA) L(- rAfCQN pull FFt .MILIIrCA[rR./10/I MOSrRUCOAIC A[ l oUt MAS PAOKO. uT I/1 TYPICAL MULLION TO cTRUCTLIR WITH WOOD BUCK REMOVED FROM CQyC. TYPE P.C. F. I. IRALM O00 ucr j-2- OR 41 j I ,. , I-......... 21 N mp . TYPICAL MULLION TO STRUCTURr Wit( WOOD BUCKAND &4C TYPE 'D It F. N. S.Y.s SUCGEMD ON f0 AS far l0 PREMTAf MM ACII OOdRj SEE "Orr / 1 I.N. h• IAFmM (714/) vw. 11 m "AgnoM wroC."m OR KOCA SIALICn Af. ALL faSrEKAS Mrsr at &m Cow" APPAOViO. UT NOR / I W. o.l.: P.J.P. Dr.wN.I INDUSTRIES CLIP & INSTALLATION DETA t -i Robert L Q Y.E.I" STD. WALL MULLION P.E. /39712 1070rrCMVMOGY OIE@E' P.O. BOX 1321 swit~L/s°IE S..a: SsM w MDFrOM It J4273 MKAEDw1S ft J4274 I MULLS NTS2 d 5 APPROVED AS COWLTUir •' •• IL 1K SOLITII FLORIDAVA01- DAlf JUN By PROqCTlROL 011ASION IW 004 CODE COIIPLWXE OFFICE ACCEPT"," No 00- 0912.,Os 6620 6 A IMPORTANT, OUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REO'O FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR Ix MULL MULL SIZE A' I x 2 x I x 4 x j 8 MIN. FROM ENDS (rrP) 4AX I " MULL CLIP TWO (2) ANCHOR LOCATIONS ExlRUSlON DWG 1 1099 I MUL L cuP FOUR (4) ANCHOR LOCATIONS EXTRUSION OWG / 1099 21 I 8 4 MIN. FROM ENO (TYP) LA'-J i" MULL CLIP W/TABt R MOV O TWO ?J ANCHOR LOCATIONS MRU50LW OWG 1 fogy MIN. FROM END (TYP) I" Mlll1 CLIP W/TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRU9I014 OWL 1 1099 Tu.— b P.J.P. Osac.YL.+ 1 * %128/00 Gi INDUSTRIES I" MULLION CLIP ANCHOR NOTE Aoz a.+ l/ 1.: I" STD. WALL MULLION V REFERENCE TEST REPORT FTL-2902.2903 AND 2975 xj 392lL 1070 TEc wocorr P.O. eox t3" NOKD/B$ ii 34175 MWOWS. FL 3477, 1 MULLS NTS 3 w 5 A Vamo AS COuhr H IIK SOUIXilLyfli J A9EGATE ( ( By eat Ows" EtNI Ouv : COOE COfWLLUKE OFFIG r ee„wr..n 00-0114 .o. OCATION 1 x2x.125 _ _ OPENING WIDTH IN INCHES 2 Anchors i 50—! 60 70 ! 80 90 100 110 120 130 16' 42 129 1 115 107 104 103 103 1 f 3 103 1 103 10: O _ 48 83 _ 73 _ 67 63 61 61 1 61 61 1 61 61 50.625 70_ 61 ; 55 52 50 49 49 49 49 49 w Z z i76 54 60 631 66 72 57 49 44 I 41 39 38 38 38 38 38 41_ 35 1 31 35 30 ' 27 26 23 20 17L207tis— I 29 27 26 25 22 21 25 25 20 1 20 25 202423 I 21 19 18 18i7 17 17 16 I- LU 78 18 15 84 1441 1 X4X.115 OPENING 4 Anchors 1 50 : 60 C-1 80 WIDTH IN INCHES 1 90 1 100 115-1 120 i 130 16 4 2' 170 1 170 170 170 170 1 170 i 170 170 170 170 Nw i 50.625 54 170 j_170 170 170 170 _I 170 I 170 170_ 170 170 170 1 170 170 157 i 143 170 1 170 170 170 170 170 170_ 162 170 .i 170 r t58 157 170 170 iio 157 157 157 ti0 63 134 127 : 124 122 122 1221701601411281191121108106106106 170 145 I 127 115 106 1 100 i 96 93 92 92 72 142 120 105 95 87 81 77 74 72 710 i 76 120 111 102 94 90 83 81 74 74 68 69 65 63 60 63 57 61 55 59 5378 l 84. 90 88 75 65 1 59 53 1 49 ( 46 44 42 40 72 60 53 1 47 43 1 39 I 37 35 33 31 f 96 108 111 59 50 43 1 38 1 35 1 32 I 30 28 27 24 41 35 30 271F 24 1 20 19 18 16 38 j 32 28 24 22 t2211 19 17 16 144 17 t N T S: I. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 3. REFERENCE TEST REPORT FTL —2902, 2903 AND 2975 Robert L Clark, RE PE 139712 Structural Vertical Mull Mull Length Opening Width Horizontal Mull t F----] Opening With I_ Mull Length Multiple Mulled Units Mull Length I f I Opening Width APW 40ASCOugw "THTN ospu rn` UR nju y; E P ,wrrx« wf,&MU emow. COOS COwmICE ORK Oo -00, t.. P.J.P. w 4/28/00 IN INDUSTRIES PRESSURE CHARTS I " STD. WALL MULLION im armotocr vow P.Q.am 15", gU0*k xw: sn«a o...:g w.. NoxoA it J4275 Moiro"m rt J4r. MULLS NTS 5 w 5 6620 8 t 34 1 x STD.- WALL MULLS MAT'L: 6063—T6 N TE. i . REFERENCE TEST REPORT FTL —2902, 2903 AND 2975 1 r3, 8 wPJP. ON D"Q*ftw I14OUSTPJES PROFILE RobW LTk, 1.. STD. P& 839712 roro nrmytxocr attic as S" rs" suua w rwirara It JOYS Aom" n asns TYP) WALL MULLION rta/1Nr.A kw: sn..r: Ull NTS 4 M 5 APP*0 OA5CCoWL WGYMTh,K TMTfl IT er vAo rTllol o ouaom CMCourrwr-E C ACCERAKE NO 0 0- 0 9 1:. 0 6620 OWG N0: GEN70452 MULLION CAP II I DIE NO. 1445 I II I I II I INSTALLATION I I I I MULLION II IANCHORANCHOR I II I MULLION TYP.) BRACKET ANCHOR p j. INSTALLATION BRACKET - C TptA + FLOMDA 13'©' ANCHOR MANUFACTURER NAhDEo (TYP.) FRAME JAOWMB STER FMF # o v " ° v ° SEE NOTES TYP.) #8 SELF TAPPING #2 & #3 SMS (TYP.) n o ° ' I ---— SUBSTRATE I-- 1-7/8 --I MULLION DIE NO. 1445 SECTION A- A L..' EXTERIOR Y. ELEVATION SECTION B-B NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. 1445, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. EMBEDMENT INTO CONCRETE OR MASONRY. 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING ##10 SCREWS OF SUFFICIENT LTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. 4) MULLION ATTACHMENT IN SECTION B-B IS TYP AT HEAD & SILL. GENERAL ALUMINUM CORP. CARROLLTON, TEXAS nTL FIN VERTICAL MULLION INSTALLATION DETAIL ALUMINUM TUBE MULLION, DIE NO. 1445 AREA: - - - - DRN: JS APRVD: - - - - DATE: 3/1 % /02 jj WT FT: — — — — SCALE: HALF MAIL: - - - - DWG NO: GEN-0452 J PREPARED Or. PRODUCT 7JCmhi L06T CORP.. 250 INTERNATIONAL PKWY, MEAThROw. FLOMOA 32746 PMOHE 407-605-0365 FAX 407-WS-0368 1, 0 1- GENERAL ALUMINUM CORP. HORIZONTAL MULLION DESIGN LOAD CAPACITIES EXTRUDED ALUMINUM TUBE MULLION #1445 WHEN USED FOR MULLING TRANSOM FLANGE HORZ. MULLION MULL SPAN> WDW. HGT. V 53.000 61.000 74.000 96.000 106.250 26.000 222 153 92 38 26 38.375 198 135 80 34 23 50.625 190 126 74 31 21 54.625 189 125 72 30 21 55.625 189 125 72 30 20 63.000 189 124 70 29 20 72.000 189 124 70 28 19 NOTES: CHART APPLIES ONLY TO EXTRUDED ALUMINUM MULLION #1445 USED HORIZONTALLY. CHART ASSUMES TRANSOM HEIGHT TO BE ONE HALF MULLION SPAN. WINDOW HEIGHTS SHOWN ON "r AXIS OF CHART DESIGNATE HEIGHT OF WINDOWS BELOW MULLION AND DO NOT INCLUDE TRAMSOM HEIGHT. READ MULLION SPAN AND WINDOW HEIGHT IN INCHES. DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF. PREPARED BY: PRODUCT 6 APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 CA020039 12-Jan-2002 01-1201 414 r, GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 19.125 26.500 30.500 37.000 48.000 53.125 26.000 1609 1497 1497 1497 1497 1497 38.375 622 515 486 466 465 465 50.625 331 262 241 219 203 203 54.625 279 220 200 180 164 162 55.625 268 211 192 172 156 153 63.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MULLION #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 SOS -OM I FAX 407 805MW CA020122 FEB. 19, 2002 02-0217 Z-'7.i-CAL k ltr GENERAL ALUMINUM CORPORATION HEAVY DUTY VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION DIE #1445 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 16.000 24.000 36.000 48.000 53.125 73.000 16.000 1609 1497 1497 1497 1497 1497 24.000 622 515 486 466 465 465 30.000 331 262 241 219 203 203 36.000 279 220 200 180 164 162 48.000 268 211 192 172 156 153 60.000 204 158 143 127 112 108 72.000 153 117 106 92 79 76 CHART APPLIES ONLY TO MUWON #1445 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805.03M 1 FAX 407 805MM CA020123 FEB. 19, 2002 02-0217 o- v—cI-C 1 MULL] ANCH BRACK WINDOW FRAME JAMB TYP.) STALLATION VCHOR YP. ) 8 SELF TAPPING SMS (TYP.) MULLION DIE NO. 1446 SECTION A —A B A ICI VJLLION D;_ N0. 1446 II I II I II I I I I MULLION ANCHOR BRACKET c v v a a SUBSTRATE -/ INSTALLATION ANCHOR T YP. ) 100, SEE NOTES 2 & #3ao 7/8" SECTION B—B CF- 9TR-U i' LOPdDA B. O. A fa MXNUFACTUIRE.R NAM.. EXTERIOR ELEVATION - E ASTER F # 5 s . NOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM TUBE MULLION, DIE NO. J 1446, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE WINDOWS SIDE BY GENERAL ALUMINUM CORP., SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' CARROLLTON, TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MiN. TITLE: FIN VERTICAL MULLION INSTALLATION DE TAI_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1446 3) IN WOOD FRAME CONSTRUCTION, ATTACH MULLION TO SUBSTRATE USING #10 AKA:- OR"` A?Rw: DATE:3%1,`'-= SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD JS FRAMING. wT FT: ---- SCALE: HALF YATL: DWC NO: PREPARED Or PRODUCT TECMbOLOGY CORP. 25O - , c -..... -___ _ + ____ - ., qA t6 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE *1446 FLANGE VERTICAL S.H. SIZES WDW. WTH. > WDW. HGT. V 26.000 19.125 758 26.500 705 30.500 705 37.000 705 48.000 705 53.125 705 38.375 293 243 229 220 219 219 50.625 138 109 101 91 85 85 54.625 108 85 78 70 63 62 55.625 102 80 73 65 59 58 63.000 69 53 48 43 37 36 72.000 45 34 1 31 271 23 22 CHART APPLIES ONLY TO MULLION 01446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT & APPUCATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 I FAX 407 805-0366 CA020035 JAN. 11, 02 01-1201 4A Iq. GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1446 FLANGE VERTICAL P.W. SIZES WDW. WTH. > WOW. HGT. V 16.000 24.000 36.000 48.000 73.000 16.000 3026 3026 3026 3026 3026 24.000 1009 897 897 897 897 30.000 587 478 459 459 459 36.000 384 299 266 266 266 48,000 188 140 112 105 105 60.000 93 67 51 45 43 72.000 52 37 28 23 21 CHART APPLIES ONLY TO MULLION #1446 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 505-03651 FAX 407 805-0366 CA020036 JAN. 11, 02 01-1201 D vG riU: J-Q:=30 MULLI, ANCH, BRACK WINDOW FRAME JAMB TYP.) STALLATION vCHOR YP. ) 3 SELF TAPPING SMS (TYP.) wwLLIVI DIE NO. 1448 SECTION A- A Milm MULLION ANCHOR BRACKET 0 v a a 0 SUBSTRATE MULLION DIE NO. 1448 INSTALLATION I ANCHOR TYP.) SEE NOTES a 4 # 2 & #3 c v --7 /1, SECTION B-B B LENTRIODA B. O. A.F. B -J MANUFACTURER N. EXTERIOR ELEVATION MASTER FDE aNOTES: 1) MULLION INSTALLATION DETAILS APPLY TO ALUMINUM 1448, WHEN USED TO MULL SINGLE HUNG AND OR PICTURE TUBE MULLION, DIE NO- WINDOWS SIDE BY GENERAL ALUMINUM CORP. SIDE. 2) IN MASONRY CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16" CARROLLTON, TEXAS DIA. CONCRETE SCREW ANCHOR OF SUFFICIENT LTH. TO ACHIEVE 1-1/4" MIN. FIN VERTICAL MULLION INSTALLATION AR DETA'_ EMBEDMENT INTO CONCRETE OR MASONRY. ALUMINUM TUBE MULLION, DIE NO. 1448 3) IN WOOD FRAME CONSTRUCTIO-lJ, ATTACH MULLION TO SUBSTRATE USING #10 ORN: JS APRW ---- OATE:3/1/': _ C SCREWS OF SUFFICIENT LTH. TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO WOOD FRAMING. SCALE: HALF MAIL: ---- OwC NO'G`r. PREPAPE0 8T. PROpyC T TECwoKX0Cr CORP. 25C 1NTERMA:ICNAL PKwr. rfATHROw, FLCRIOA 32746 PtiONE 407-605-0365 FAX a07—`_:;-=•" GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 1110VA ?, FIN VERTICAL S.H. SIZES WOW. WTH. > WOW. HGT. V 36.000 18.000 506 24.000 427 30.000 390 36.000 379 48.000 379 53.125 379 44.000 319 262 231 215 208 208 48.000 263 213 186 171 160 160 60.000 129 102 87 78 68 66 72.000 72 57 48 42 36 34 CHART APPLIES ONLY TO MULLION 01448 WHEN USED TO WJLL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT d APPLICA TION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-0365 I FAX 407 805-03M CA020037 JAN. 11, 02 01-1201 GENERAL ALUMINUM CORPORATION VERTICAL MULLION DESIGN LOAD CAPACITY CHART ALUMINUM MULLION, DIE #1448 44 &?/ FIN VERTICAL P.W. SIZES WDW. WTH. > WDW. HGT. V 30.000 43.000 56.000 63.000 72.000 88.000 28.000 565 565 565 565 565 565 32.000 380 378 378 378 378 378 38.000 236 226 226 226 226 226 42.000 182 167 167 167 167 167 56.000 72 60 57 57 57 57 60.000 57 47 43 43 43 43 86.000 18 14 12 11 10 10 CHART APPLIES ONLY TO MULLION 01448 WHEN USED TO MULL FLANGE SINGLE HUNG AND PICTURE WINDOWS. READ WINDOW WIDTH AND HEIGHT IN INCHES DESIGN PRESSURE VALUES ON THIS CHART ARE IN PSF PREPARED BY: PRODUCT 6 APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PARKWAY SUITE 250 HEATHROW, FLORIDA 32746 PHONE 407 805-03651 FAX 407 805-0366 t F. CA020038 JAN. 11, 02 01-1201 SHEATHING BY OTHERS 18 INSTALATION ANCHOR SCREW SHOWN (TYP ) EXTERIOR--\ FINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN TYPE WINDOW FRAME HEADER XT RI R FIN TYPE — WINDOW FRAME SILL CAULK BETWEEN FIN SHEATING 1" MIN. EMBEDMENT 2 x WOOD BY OTHERS SILL STOOL BY OTHERS PERIMETER CAULK BY OTHERS 8 SCREW INSTALATION ANCHOR SHOWN TYP.) EXTERIOR FINISH 1" MIN. BY OTHERS EMBEDMENT SHEATHING SECTION 1 BY OTHERS WINDOW HEIGHT SHIM AS P.EO'D. g8 INSTALATION ANCHOR SCREW SHOWN (TYP.) SHIM AS PEO' DZSEENOTES) 2 X WOOD BY OTHERS FIN WINDOWEFRAME / CAUL 'ETWEEN JAMB SHEA & FIN BY 0 . RS 1' MIN. EMBEDMENT r I SHEATHING BY OTHERS WINDOW MOTH EXTERIOR FINISH BY OTHERS XT RI R PERIMETER CAULK BY OTHERS SECTION 2 WINDOW WTH. ANCHOR (TYP.) n O O % 24' O.C. / MAX. (TYP.) O O WINDOW EOUALLY SPACE ANCHORS (TYP ) HGT. vSHIM AS REO'D. SEE NOTES) 2 x WOOD BY OTHERS CAULK BETWEEN WINDOW FIN & SHEATHING O O O / O 0 0 O O O O O 6' MAX. (TYP.) r6 MAX. (TYP.) ELEVATION VIEWED FROM EXTERIOR r 3 l'—A/I— LUM/NUM STEM F # 3--- COMPARATIVE ANALYSIS & ANCHOR CHART WINDOW DESIGN PRESSURE NO. OF /8 SCREWS NO. OF 0.090 DIA NAILS SIZE (INCHES) CAPACITY IN PSF REO'D IN FRAME REO'D. IN FRAME W10TH/HEIGHT EXTERIOR INTERIOR HEAD SILL O EA. JAMB HEAD SILL O EA, JAMB 16 x 30 109 109 2 2 2 2 2 3 16 X 40 83 83 2 2 3 2 2 3 16 X 50 63 63 2 2 3 2 2 3 16 X 60 50 so 2 2 1 2 2 3 20 x 30 86 86 2 2 2 2 2 20 X 40 73 73 2 2 3 2 2 4 20 X 50 59 59 2 2 3 2 2 4 20 X 60 48 48 2 2 3 2 2 4 28 X 30 57 57 2 2 2 2 28 X 40 52 52 2 2 3 2 2 3 28 X 50 46 46 2 2 3 2 2 4 z60 40 40 2 2 3 2 2 4 30 x 30 52 52 2 2 2 2 2 2 30 X 40 49 49 2 2 3 1 2 3 30 X 50 43 43 2 2 3 2 2 4 30 X 60 40 40 2 2 3 2 2 4 38 X 30 41 41 3 3 2 2 38 x 40 40 40 3 3 3 3 3 3 38 X 50 40 40 3 3 3 3 3 4 38 X 40 a 3 3 1 3 3 3 5 40 X 30 40 40 3 2 2 40 X 40 40 40 3 3 3 3 3 3 40 X 50 40 40 3 3 3 3 3 4 e0 X a0 4 3 3 3 3 3 5 a 7 4 4 4 4 4 1) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 4) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 5) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS IS ALSO OUALIFIED. 6) WHERE WATER RESISTANCE TEST REOLIMEMENT OF 15% OF DESIGN LOAD APPLIES. POS47ivE DESIGN LOADS WILL BE LIMITED TO 40.0 PSF DUE 70 WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 7) INSTALLATION: FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS, USING 0.090 IN. DIA NAILS OR 08 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. I- EMBEDMENT INTO SUBSTRATE. 8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE. 9) GENERAL ALUMINUM'S 1140 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1940 INSULATING GLASS SINGLE HUNG SERIES I & W. Crosby Rd. 4 CorroMon, TX 750. P.O. Roc 919022 • DcRas, TX 75311 Oa--C OESMP'7 IN ASSEMBLY DRAWING SERIES 1140/1940 TDL SINGLE HUNG WINDOW on.- 8• C-0 8+ I SCAU BQ I N/A DATE I SrM W/05/01 B aE -0013 j SHEATHINC BY OTHER' CAULK Bi EXTERIOR F BY OTHERS PERIMETER CAULK BY OTHERS FIN TYPE FRAME HE GLAZING IT.. ., LX IcrouKSEENOTES FIN TYPE - FRAME SILL PERIMETER CAULK BY OTHERS 08 INSTALLATION ANCHOR SCREW (TYP.) EXTMOR FINISH BY OTHERS CAL'.K BEHIND FIN - SHEATHING BY OTHERS J L'JWN THERS NSTALLATION HOR SCREW (TYP ) SHIM AS REO'D. SEE NOTES 1/4- MAX 1 SHIM SPACE NDOw HEIGHT 1/4- MAX. J2 / SHIM SPACE SHIM AS PEO'D SEE NOTES 1" MIN. '1— 2 x FRAMING EMBEDMENT BY OTHERS SECTION 1 I HE N 1) DESIGN PRESSURE CAZACITY OF WINDOW & INSTALLATION 15 40.0 PSF. 2) INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING OC99 IN, DIA NAILS. PLACE 099 NAILS 6' FROM CORNERS MAX & 8" O C MAX BETWEEN. 3) FOP INSTALLATION OF FIN FRAME WINDOW IN WOOD FRAME OPENING WITH TWO BY WOOD STUDS. USING 08 SCREWS OF SUFFICIENT LENGTH TO PROVIDE MIN. 1 IN, EMBEDMENT INTO SUBSTRATE. PLSCE SCREWS 6" MAX FROM CORNERS k 24" O C. MAX. BETWEEN, 4) S.64M AS REO'D. ADJACENT TO EACH INSTALLATION A14CMOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4 5) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 6) USE LATEX CAULK BEHIND WINDOW FIN AT HEAD. SILL k JAMBS. 7) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 8) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS 9) BUILD DOWN AROUND CLRVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOLATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 10) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1100/1900 SERIES DESIGNER FIXED PICTURE WINDOW FRAMING SYSTEM. CENTRAL- FLORIDA B.O.A.F. MANUFACTURER NAME: MASTER FILE # cZ ELEVATION VIEWED FROM EXTERIOR 1/4" Max. SHIM SPACE jjj''' TWO BY FRAMINGSHIMASRCO'D BY OTHERS FIN TYPE / FRAME JAMB 1* MIN EMBEDMENT I SHEA TING BY OTHERS GLAZING (TYP.)7ANC'HOR CAULK BEHIND FIN SEE NOTES EXTERIOR FINISH BY OTHERS STALLATION SCREW (TYP.) WIND WID CAULK BY OTHERS SECTION 2 W11 HE ELEVATION VIEWED FROM EXTERIOR 1001 W. Crosby Rd. • Carroft. TX 75M • P.O. Bo. 819022 • Dallas, TX 75331 w+..c ocscAs-a. FIN INSTALLATION DETAIL I DESIGNER SERIES 1100/1900 PICTURE WINDOW wf. awK: i 1 1 dj-2o-rz I i sYIA eY I E;:h 1 — 0 ONE BY WOOD — SUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE & WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK-,," BY OTHERS / FLANGE TYPE J WINDOW FRAME HEADER EXTERI B WINDOW HEIGHT FLANGE TYPE WINDOW FRAME SILL PERIMETER CAULK-\ BY OTHERS SHIM AS REO'D SEE NOTES) BUCK WIDTHINSTALLATIONANCHOR 3/16' DIA. TAPCON 1/4' SHIMSHOWNFLANGETYPESPACEMAX. CAULK BETWEEN WINDOW FRAME WOOD BUCK & JAMB MASONRY OPENING BY OTHERS d 1 1/4' MIN. 0 EMBEDMENT PERIMETER CAULK J BY OTHERS fi WINDOW WIDTH 1/4' SHIM - SPACE MAX. BUCK HEIGHT SILL STOOL BY OTHERS CAIEB!CAULK BETWEENE , WINDOW FLANGE-' WOOD BUCK SECTION 2 WINDOW WTH. A 8 C D J / WINDOW HGT. F H CAUL( BETWEEN WINDOW FLANGE 61 PRECAST SILL WITH WLCEM PRECASR S61 116 ADHESIVE CAUL( OR BY OTHERS APPROVED EQUAL SECTION 1 GENERAI ems., 1) SEW AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. AWN. ALLOWABLE SE9M STACK TO BE 1/4'. 2) WINDOW FRAME WTERIAL: ALUMINUM ALLOY SM. 3) USE LATEX CAULK BEHIND WINDOW FLANGE AT HEAD 6: JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH WLXEM 115 ADHESIVE CAULK OR APPROVED EQUAL 4) APPLICATION OF WLLIM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 5) USE LATEX CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 6) CLASS 1T6C04BS MAY VARY PER THE IEQUIRE10GS OF ASTM E1300 GLASS OHARTS. SINGLE GLAZING 15 SHOWN. INSULATING GLASS 5 ALSO QUALIFIED. 7) GENERAL ALUMINUM'S 1"0 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE 1540 INSULATING GLASS SINGLE HUNG SERIES ONE BY - r1 p -1Q- SUCK BYOTHERS .1 E-AL F L J' ^MIL EM 1/4- BEDMENT yrACrUFJM • c SHIM AS REQ'D AL, U rt LAV U M SEE NOTES) V AL iRTPR My :a G CONCRETE OR MASONRY OPENING BY OTHERS 4 INSTALLATION ANCHOR 3/16' DIA TAPCON SHOWN CAULK BETWEEN WOOD BUCK 61 MAS'Y OPENING BY OTHERS EXTERIOR FINISH BY OTHERS K 2 G 1 ,J ELEVATION VIEWED FROM EXTERIOR 02—dz COMPARATIVE ANALYSIS do TAPCON ANCHOR LOCATION CHART CALL WINDOW DESIGN PRESSURE TAPCON ANCHOR SIZE INCHES CAPACITY IN PSF LOCATIONS WDTH/HDGHT EXTERIOR INTERIOR HEAD JAMBSSIZE 12 19 1/5 x 28 99 99 B F,G 13 19 1/3 X 36 3/3 78 78 B F.G 14 19 1/8 X SG SA59 59 B F.G 14+4 19 1/s X 54 s/9 54 54 B F.G F.G14+5 19 1/8 X 55 s/9 52 52 B 15 19 1/4 X 83 45 45 B F.G 16 19 t X 72 40 40 F G IN3 28 1/2X 38 11 51 51 g F. F,G 1N4 26 1/2 X 50 6/8 44 44 B F,G F,G1H4+4 26 1/2 X 54 s/6 42 42 B F.G1H4+5 26 1/2 X 55 6/9 41 41 40 B F. 1N5 26 1/2 X 63 40 B INS 28 , x 7 40 40 3OX2 30 1/2 X 26 55 B F.G F.G3OX3301/2 X 38 3/6 44 44 B F.G3OX4301/2 X 50 s/9 40 40 40 B B F.G3OX4+4 30 1/2 X 54 5/8 40 40 B F.G3OX4+5 30 1/2 X 55 6/s 40 40 B F.G3OX5301/2 X 63 40 40 f 1 2 x t B G 23 37 X 36 3/8 40 40 B F.G 24 37 X 50 US 40 40 B F.G 24+4 37 X 54 6/s 40 40 B F.G F.G24+5 25 37 X 55 s/9 37 x 53 40 40 40 40 B B F,GHI 26 37 X 72 40 F 4826 48 x 2648 X383/9 4400 40 B F,G 4850 464+ 4 48 X 50 3/6 48 X 54 we 40 40 40 40 B 8 F. G F. G.H.I 484+ 5 48 X 55 ILA 40 40 40 40 B B F, G.H.1 F. G.H.1 489348X6332 33 1/ 9 x 53 1/8 x 36 3/1 45 40 45 40 B B F. G F, G 34 53 1/s X 50 6/9 40 40 8 F.G,H.1 34+ 4 53 t/s X 54 5/8 40 40 B B F. G.KI F. G.H.1 34+5 35 53 1/$ X 55 6/9 53 1/s X 63 40 40 40 40 B F.G.K1 36 53 , X 72 40 40 B F c H 1 I' 11m1) WHERE WATER ( S 5TANCE TEST REQUIREMENT OF 15X OF DESIGN LOAD APPLES. POSITIVE DESIGN LOADS WAL BE U66TED TO 40.0 PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST. 2) INSTALLATION: FLANGE FRAME WINDOW IN CONCRETE OR MASONRY OPENING USE 3/18' DIA. TAPCON AN04CRS OF SUFFICIENT LERM TO PROVIDE MIN. 1-1/4' EMBEDMENT INTO SUBSTRATE AT LOCATIONS SHOWN ON CHART. 3) SEE ELEVATION FOR KEY TO TAPCON LOCATIONS 4) INSTALL fe SCREWS OF SUFFICIENT LENGTH TO PROVIDE 3/4' MIN. EMBEDMENT INTO WOOD BUCK AT ALL OTHER FACTORY APPLIED RNSTALLATWN HOLES. 5) IF EXACT WINDOW SIZE IS NOT USTED IN ANCHOR CHART. USE ANCHOR QUANTITY USTED WITH NEXT LARGER SIZE. FOR THE APPROMATE DESIGN PRESSURE REC'0. e... -- — — — . wlsvw Tv wu My S10i 25M WAI NOW. FLARQ4 32746 PHONE 40 905-0395 FAX 407 605-0 011 SMEA.THING 3Y OTHERS SHIM AS RE'O'D SEE NOTES) CAULK BETWEEN DOOR FLANGE 6 SHEATHING ORS` 5Y OTHERS PERIMETER —' CAULK BY OTHERS Au M lai:1 tt'..r:.4 a jtaa. is A T 6/ 41 Li..J INSTALLATION ANCHOR a8 SCREW TWO BY WOOD BY OTHERS I/4• Max. SHIM SPACE 1-1/8' MiN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP) DOOR HEIGHT SLIDING GLASS DOOR FRAME UlSILL j F DOOR WIDTH 0 ./4' MAX. SHIM 'VALt TWO BY WOOD 1-1/8 Mln. BY OTHERS EMBEDMENT SLIDING GLASS DOOR FRAME AMS SLIDING GLASS DOOR SHIM AS REO'D. HOER( STRIP SEE NOTES) INSTALLATION ANCHORT__ a8 SCREWZTEMPEREDGLASS ` CAULK BETWEENTYP) DOOR FLANGE L SHEATHING PERIMETER SHEATHING CAULK BY BY OTHERS TEMPERED CLASS — 01HERS STUCCO (TYP.) CR SIDING BY OTHERS tLIDING GLASS DOOR INTERLOCK SECTION B-B Al EMBEDMENT EXTERIOR ELEVATION A 1-1/4• MIN, 2 PANEL DOOR >4OVN A o A L13ERALLY APPLY / CAULKING UNDER SILL OR SET SI:L IN BED\_'N'TALLATION ANCHOR OF CCNCR_E 3/15' DIA. TAPCON SECTION A -A P A i *nnl IN$t ALLAIIUN ANLHUK a8 SCREW Y TWO BY WOOD BY OTHERS CAULK BETWEEN HOOK STRIP 6 SHEATHING 7- 1-1/9, MIN EMBEDMENT - SHEATHING 3T OTHERS LSTUCCO OTHERS SIDING J! 3Y OiHERS HOOK STRIP DETAIL NQT : S' I) DOOR MATEVIAL- ALUMINUM ALLOY 6043. 21 so INSTALLATICN SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDNENTOFI-I/B' INTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OFSUFFICIENTLENGTHTOACHIEVEMIN. EMBEDMENT Or :-1/4• INTO MA'.GWY OR CONCRETE. 3) INSTALLAT!ON ANCHOR CHART OM BACK Or THIS SHEET, 4) USE SILICONIZED ACRYLIC CAULK BEHIND D= rLAMGE AT MEAD L JAMBS. 5) VSE SILIC:NIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 61 IF EXACT DOOR SIZE IS NOT LISTED IN ANEMOR CHART. USE ANCHOR OUANTITY LISTED WITH NEXT LARGER :;ZE. FOR THE APPROPRIATE CCSIGM PPESSUn RE01) 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L CBFIC'JRATION TO FINISHED OPENING. H'OPLACE1V:TALLkTION ANCHORS. IN rPONT ^F OK :TRIP AS $HDVN. 9) GLASS MICKMESS MAY VARY PER REQUIREMENTS Or AS'M C13W GL.A'+: CHARTS OOR9) DuNii IS APPROVED "SING TEMPERED GLASS IN -.!NGLE GLAZE: 09 INSULATING GLASS 10) JAMB / S:LL CORNERS ARE TO BE -EALED '.WITH A `MALL JOINT '-AM 'EALEP. 11) SKIM AS PEO'0, AT EA. SET Or INSTALLATION ANCHORS, MAX. ALLCV43LE SHIM STACK TO BE 1/4' 12) ALL 'NS'ALLATION ANCHORS MUST BE MADE (IF CORROSION RESISTANT MATERIALS 131WHERE 'X' REPRESENTS MOVING PANEL AND 'D• REPRESENTS FIXED 'AMEL APPROVED CONFIGURATIONSARCASLISTEDONAMCMIIRCHARTyMBACKOrTHISSHEET. 14) NOT ALL COWIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAV;NG. HOWEVER INSTALLATION SECTIONS ' A -A', 'B-B' L HOOK STRIP 3ETAIL APPLT TO INSTALLATMN OF ALL APPROVED COW IGUPATIONS. 15) FLORIDA .X7RUDERS 10M SERIES SLIDirr GLA,S DOOR IS SHOvN. iH:S PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. REVS DESCRIPTION DATE INI F L P I D A EXT N TI.RINC.S SaIvFO1< D Pi TITLE: SLIDING GLASS DOOR j INSTALLATION WITH =c SCKt:WS DRAWN BY: 33 j APPROVED BY: 1 i A.... . ...7.P. IQF•A I r. uT^ i)WC Sri rznn..:T c T 1 nr 8 SCREW INSTALLATION ANCHOR CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD L SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. NOOK STRIP SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO CONFIGI!RATIGN 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 XX, OX, xG 48 x 80 6 6 6 8 8 8 4 4 4 5068 XX, Ox. XO 60 X 80 6 6 6 8 8 8 4 4 4 6068 Xx, Ox. XO 72 X 80 8 8 8 8 8 8 4 4 4 8068 XX, Ox. X0 96 X 80 10 10 10 8 8 8 4 4 4 10068 xx. OX, xO 120 X 80 p 12 12 8 8 8 4 4 a 5080 XX, OX, XO 60 X 96 6 6 6 0 10 t0 5 5 5 6080 XX' X, XO 72 X 96 8 8 8 10 10 10 5 5 5 9080 xx, Ox, XO 96 X 96 10 10 10 10 10 10 5 5 5 10080 XX OX, x0 120 x 96 IP 12 12 10 10 10 1 5 5 5 50100 XX, OX, XO 60 X 120 6 6 I 6 12 12 12 6 6 6 60100 Xx, X, XO 72 X 120 8 8 I4 8 12 12 12 I 6 6 7 80"20 Xx Ox. x 96 x 120 12 12 12 6 7 1 8 9068 OXO 109 i/8 x 80 12 12 12 8 8 8 4 4 4 12068 OXO 145 I/8 X EO 14. 14 14 8 8 8 4 4 4 15068 OXO 181 1/8 X 80 16 16 16 1 8 8 8 4 4 4 9080 Ox0 109 1/8 x 96 12 12 12 0 10 I 10 5 5 5 12080 Ox0 145 1/8 x 96 14 14 14 10 10 10 ( 5 5 5 15080 OXO 181 1/8 X 1 i 15 10 10 j 10I 5 5 5 90100 OX0 109 1/8 X 120 12 12 12 12 12 i2 5 7 8 120100 OXO 145 1/8 X 120 a 4 4 12 12 12 5 7 8 9068 XXX 106 5/8 X 80 i2 12 12 8 8 8 4 4 4 12068 XXX 142 5/8 X 80 14 14 14 8 8 8 I 4 4 4 15068 XXX 178 5/8 x 80 116 16 16 8 8 8 4 4 9080 xxx 106 5/8 X 96 12 12 12 10 10 10 5 5 5 12080 XXX 142 5/8 X 36 14 4 14 i0 t0 10 5 5 5 i5080 xxx 178 5/8 X S5 1 16 16 16 10 t0 10 5 5 5 90100 xxx 106 5/8 x I20, 12 12 12 12 12 12 I 6 7 8 00 xxx 142 5/8 X !20 14 14 t2 2 12 6 7 8 i0068 OXXO 119 5/8 X 20 12 12 12 6 8 8 4 4 4 i 12069 OXXO 143 5/8 x c0 i4 14 14 E 8 3 4 4 4 16068 OXXO 191 5/8 X 20 18 18 18 2 8 8 I 4 4 4 luudu uA 70 12 12 12080 OXXO 143 5/8 X '96I 14 14 I 14 t0 10 5 16080 OxxO 191 5/8 x 95 8 18 t8 lIl 10 IO I 5 5 5 i 100i00 OXXO 19 =/8 X i20 12 12 12 12 12 6 7 8 120100 OxXC; 143 5/8 X 1c"0 14 14 I 14 i= 12 12 ! 6 7 I 8 160I04 xxG 19! 5/8 X 120 IS 18 is 12 6 8 106 XXx.X Iii 1/4 X 12 12 12 b 6 8I 4 4 12068 XXXX 14, 1/4 X 20 14I 14 14I 2 I 8 8 4 4 4 16068 xxxx 185 1/4 X 20 16 14 16 8 2 8 I 4 4 4 10080 Xxxx Il 1/4 x 12 12 12 iu 10 j IV 7 12080 XXXX 1.41 1/4 X 55 14 14 I 14 IO 10 10 5 5 5 16080 xxx.x 1°9 1/4 X = 15 16 16 11 10 I 10 I 5 5 I 5 00100 XXXX 117 t/4 X !20 12 12 t2 i2 12 I 5 7 8 1a01Ci XXxX 141 i/4 X i=0 14 14 I 14 12 I 12 7 8IQ ,; xxxX 189 !/a x 1 I5 i6 f 19 12 12 5 1 7 o r ; r:CHEB NG i S S m m FLORIDA IN T . IN. MIX JLI:1Ne GLASS DOOR INS7 _ATiCpI `iTH ;?-^_?Cw'S uR LiL WR SHIM, -S RE.y 'nMASONRYOPENING1jEEh"TES) BY CTrERS CAULK D_TVEEN DOCK FLANGE L VOO^• BUCK CAULK 3ETVEEN PERIMETER WOOD BUCK t CAULK BY MAS'Y. OPENINGftOTMERS BY OTHERS S i IJCCOHY 12 RS / p INSTALLATION ANCREM 3/ 16' DIA. TAPCCN INSTALLATION ANCHOR RB SCREW (TYP. WHERE ONE 3Y WOOD TAPC.NS ARE NOT REC'D.) BUCK BY OTHERS 1 1/4• MIN. EMBEDMENT V r 1/4' MAX. 1 p . I 1 SHIM SPACE I I INSTALLATION ANCHOR INSCREW ( TYP. WHERE TAPCDNS ARE NOT RED•D.) SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS ( TYP. 1 1 I I DOOR HEIGHT SLIDING GLASS DOCK FRAME 7$ ILLD D EMBEDMENT A I G 1- 1/4' MIN. d A D LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED CF CONCRETE INSTALLATION ANCHOR 3/ 16' DIA. TAPCON SECT ! QN A -A A D I N Q SLIDING GLASS DOOR FRAME JAMB TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS S. L.D. WIDTH 1/ 4' MAX. SHIM SPACE I 1/4' MIN. EMBEDMENT o ONE BY WOOD I BUCK BY OTHERS CAULK BETWEEN C WOOD BUCK L MAS' Y. OPENING BY OTHERS SHIM AS REWD. SEE NOTES) INSTALLATION ANCHOR 3/ 16• DIA. TAPCON G CAULK BETWEEN DOOR FLANGE L WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS INSTALLATION ANCHOR 3/ 16' DIA. TAPCON SLIDING GLASS DOOR HOOK STRIP 1- 1/4• MIN. EMBEDMENT I 1 CONCRETE OR MASONRY OPENING BY OTHERS G Q J fG Z CAULK $ ETvEiN VOOD BUCK t MAST. OPENING BY OTHERS CAULK BETWEEN HOD( STRIP L WOOD BUCK n ONE BY WOOD " BUCK BY OTHERS STUCCO --- BY OTHERS @ErIAAAX . B.O.A.F.TEMPERED GLASS SECTION B4AMNA nlRER (TYP.) SLIDING GLASS DCOR InY ,INTERLOCK MASTER FILE ## HOOK STRIP DETAIL A 11)) ODOR MATERIAL: ALUMINUM ALLOT 6061. 2) TAPCON TYPE INSTALLATION ANCHORS MUST DE OF SUFFICIENT LENGTH TO ACMIEvE mik EMBCDHENT OrI-I/A' INTO MASONRY OR CONCRETE. 3) ALTERNATE TAPCDN INSTALLATION ANCHORS FRONT TO DICK IN ALL FRANE PFPyERS. TAPCONANCHORCHARTONDICKOFTHISSHEET. S) USE SILICOMIZED ACRnIC CAULK BEHIND DOOR FLANGE AT HEAD L JAMBS. 6) USE SILICOMIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 7) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUiKKTiTT LISTED v17N NEXT LARGERSIZE. FOR THE APPROPRIATE DESIGN PRESSURE RE7D. D) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION TO FINISHED OPENING PLACE TAPC(ES. IN FRONT OF STRIP AS SNHOVN 9) GLASS THICKNESS MAY WARY PER REDUIRENENRS OF ASTN C1300 GLASS CHARTS. 10) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH 96 SCREW. 3BOFSUFFICIENTLENGTHTOPROVIDEMIN5/2' EMBEDMENT INTO WOOD BUCK. 11) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. IZ) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SHALL MINT SEAN SEALER. I SHIM AS RED'D. AT EA SET OF INSTALLATION ANCHORS, MAX ALLCVASLE SHIN •TACK TO BE 1/4'. IA) ALL 114STALLATION ANCHORS MUST BE MADE OF CGRROSION R£S:STANT MATERIALS 15) WHERE •X• REPRESENTS MOVING PANEL AND 'O' REPRESENTS FIXED PANEL APPROVED ACOWIGAURATIONSAPEASLISTEDONANCHORCHARTONBACKOFTHISS)EE7. 16) MCI ALL COW IGURAIIOMS LISTED ABOVE ARE SHOWN ON THIS DRAWING, HOWEVER INSTALLATION EXTERIORELEVATIONSECTIONSA -I', 'B-S' L NOOK STRIP NAIL APPLY TO INSTALLATION OF ALL APPROVED 2 PANEL DOOR SHOWN CONFIGURATIONS. 17) INSTALL ONC TAPCON IN EACM PAIR OF FACTORY APPLIED INSTALLATION HOLES UNLESS NOTED OTHERWISEONANCHORCHART. SEE DICK OF THIS SHEET. If) FLORIDA EXTRUDERS IND SERIES SLIDING GLASS DOOR IS Sl-CWN. THIS PRINT ALSO APPLICS TO 200DSERIESAND500SERIES. REVI DESCRIPTION I DATE 'NIVLORIDAINT. EXTRUDERSINC. SAN DOD IL. 1 i TITLE. SLIDING GLASS DOOR INSTALLA T ION WITH T APCONS1 I DPaWN BY: 3B I APPP.OVED BY: TAPCON ANCHOR CHART NOMINAL DOOR DOOR QUANTITIES IN HEAD L SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE AND SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO CONFIGURATION 45 PSF 60 PSF 70 PSF I 45 PSF 60 PSf 70 PSF 45 PSF 60 PSF 70 PSF 4068 XX, OX, XO 48 X 80 3 3 3 4 4 4 3 3 4 5068 XX., Ox, x0 60 x 80 3 3 3 4 4 4 3 4 4 6068 XX, Ox, XO 72 X 80 4 4 4 4 4 4 3 4 5 8068 xx, Ox, x0 96 x 8o 5 5 5 4 4 4 3 4 5 10062 xx. Ox. XO 120 x 80 6 6 7( ) 4 4 4 3 4 5 5080 XX, OX, XO 60 X 96 3 3 3 5 5 5 4 5 6 6080 XX, Ox, x0' 72 X 96 4 4 4 5 5 5 4 5 6 8080 XX, OX, XO 96 X 96 5 5 5 5 5 5 4 6 6 100 0 XX x, xn 120 x 96 6 r; 7 n) 5 5 5 4 6 6 50100 XX, Ox. XO 60 x 120 3 3 6 6 6 5 6 7 60100 XX, OX, XO 72 X 120 4 a F3a 6 6 6 6 I 7 8 soloo xx. LIX, XO 96 X 120 5 9 6 6 7 (D1) 6 8 9 9068 OXO 109 1/8 X 80 5 5 6` 4 4 a 3 4 5 12068 OXO 145 1/8 x 80 7 7 9 cD2) a a 4 3 4 5 15068 OXO 181 i/8 x 80 1 8 10 O t( ) 4 4 4 3 4 5 9080 OXO 12080 Ox0 109 1/8 X 96 145 1/8 X 96 13 7 5 8 <D1 6 Sid) 5 5 s..7 ;: 5 w:M 5 4 4 I 6 6 6 6 15080 Ox0 181 1/8 X 96 8 11 9 13 5 5 5 4 6 6 90100 NO 109 1/8 X 120 5 5 N n 8; °'' L: D1) 6 I 8 0 120100 OXO 145 1/8 X 120 7 in ) 6 6 7 (D1) 6 8 10 9068 xxx 106 5/8 X 80 5, -, .. 6- -. -•- — 4 ' 4 = 4 3 4 5 12068 xxx 142 5/8 x 80 7 7 8 (DI) 4 . 4" " : 3 4 5 15068 XXX 178 5/8 X 80 1 8 p ,; 4" a 4 3 4 5 9080 xxx 106 5/8 X 96 5 5 6 5 5 5 4 6 6 12080 XXX 142 5/8 X 96 7 8 (DI) 9 (D2) 5 5 5 4 6I 6 15080 XXX 178 5/8 x 96 8 11 () 11 5 5 5 4 6 6 90100 xxx 106 5/8 X 120 5 5 6 6 6 I7 6 I 8 I 10 o xxx 142 5/8 X 120 7 n> in (ni) 6 6 7 6 8 10 10068 OXXO 119 5/8 X 80 6 6 7 (DI) 4 4 4 3 I 4 5 12068 OXXO 143 5/8 X 80 7 7 8 (DI) a 4 a 3 1 4 I 5 16068 OXXO 191 5/8 X 80 1 9 10 (DI) 12 03) 4 4 4 3 4 5 10080 UXXU 119 D/b X '7b j b 6 7 (D1) 4 b b 12080 OXXO 1143 5/8 x 96 l 7 8 (D1) 9 (D2) 5 5 5 I 4 6 6 16080 OXXO i91 5/8 X 96 9 1 12 M) n ( 5) 5 5 5 4 I 6 6 100100 OxxO 119 5/8 X 120 6 7 (DI) 6 6 7 (D1) 6 fi 10 1191 I l I 7 I160100Oxxp5/8 x 120 10 (DI) 113( D4) I 16 07) 6 6 D1) 6 8 10 10 a xxTX- Ili/ 4 X bU fm 6 6 4 4 4 4 12068 XXXX 141 1/4 X 80 11397 7 8 (D1) 4 4 4 16068xxxx1/4 X 80 9 (Di) 0 tD2) 12 (D4) a 3 4 5 10080 xxxx 11 1/4 x b 6 i (Di) 6 12080 xxxx I 141 1/4 x 96 7 1 8 (DI) 9 (D2) 5 5 1 5 I 4 1 6 I 6 16080 xxxx 189 1/4 x 96 9 (DU I 1 (D4 t ( 5) 1 5 5 5 6 6 100100 xxxx 1117 i/4 x 120 6 17 (D1) 6 c 7 (DI) 6 I 8 10! 00 XXXX 1-I i/4 X 12 73 O1) I iC ID3) 6 DI)10 r ji60100XXXX1351/4 X ''2 6 ii) r r fe 0 FC 2,- ANCHOR NOTES! 1) IN SOME CASES TAPCONS ARE P.EO'D. IN BOTH FACTORY APPLIED INSTALLATION POLE. 'Dl' THRU 'D7' DESIGNATES 1N WHICH SIZE & CONFIGUREATIONS TWO TAPCONS ARE REO' D. 2) ' D1' MEANS, INSTALL TWO TAPCONS IN ONE SET -OF INSTALLATION HOLES. 3) ' D2' MEANS, INSTALL TWO TAPCONS IN TWO SETS OF INSTALLATION HOLES. 4) ' D3' MEANS, INSTALL TWO TAPCONS IN THREE SETS OF INSTALLATION HOLES. 5) ' D4' MEANS, INSTALL TWO TAPCONS IN FOUR SETS OF INSTALLATION HOLES. 6) ' D5' MEANS, INSTALL TWO TAPCONS IN FIVE SETS OF INSTALLATION HOLES. 7) ' D6' MEANS, INSTALL SEVEN TAPCONS IN SIX SETS OF INSTALLATION HOLES. 8) ' D7' MEANS, INSTALL EIGHT TAPCONS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPCONS IN HEAD 8 SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD S SILL. B: SECONDLY, AT EACH END OF HEAD L SILL NEAP. JAMB CORNER., IF NEEDED. G LOCATIONS IN HEAD L SILL OTHER THAN AS LISTED IN A 6 B. 10) LOCATION OF ADDITIONAL TAPCONS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST, ADJACENT TO LOCKS IN JAMBS. B SECONDLY, AT EACH END OF JAMBS NEAR HEAD 3 SILL CORNERS. C= LOCATIONS IN JAMBS OTHER THAN AS LISTED iN A & 2. 11 I O R 1 D A INT. R INCRUDE SANrORJ. F I ImLa SLIDING C__ SS DOO2 T.,?CON GL SS C-AST c:>_. PJ. T Sent By: RCS INC; 00000000000; Feb-3-03 3:36PM; Page 2 HUU-21-2M2 V0, 52 r OPAY a-DG. PRODUCTS—TC P.01i06 Cb*W CLOPAY B LDING PRODUCTS COMPANY 8585 Duke allvd. Mason, OH 4040 PHONE # (5 DATE: 8121 M. George MESSAGE: George, 1 pry forwarded to reviews the c as you wish. Thanks FAX COVER SHEET FROM THE DESK OF Mark W. Westerfield 770-6062 FAX # (513) 770-4853 Q RCS PH QIE #/FAX#: (407) 854-9551 dina coversheet 6 the attached Florida Building Code (ASCE7-98) windload calculation to be aver you wish. In the vast majority of cases, once the engineer/architect nt, the issue Is resolved. Please forward the windload calculation method THIS FACSI ILE MESSAGE IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO "ICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS PRIVILEGEP AND CONFIDENTIAL. C:> P CL . C)OO VS Sent By: RCS INC; 00000000000; Feb-3-03 3:37PM; Page 3 AW-21-2002 li9:52 C-' rIPAY BLDG. PRODUCTS—TC P.02i0G G GE DOOR WIND LOAD DESIGN PRESSURES PER SCE7-98 (FLORIDA BUILDING CODE), CHAPTER 6 The Florida Building Code states "Wind forces on every building or structure shall be determined by the provisiohs of Chapter 6 of ASCE7." [FBC Section 1606.1.1 ] Garage doors arc considered "Components and Cladding" (C&C) per ASCE7-98 since garage doors, entry doOrs, and windows transfer the wind to a supporting structure. The exterior walls of a building considered the "Main Wind -Force Resisting System" and use a different calculation m*od. The calculation method presented below is for components and cladding on buildings with *an roof heights less than or equal to 60 feet. Step 1: Dete ue the Buie Wind Speed, V From Fig. 6-1 ASCE7-98, determine the Basic Wind Speed, V, for your geographic region. ASCE7-98 uso values based on 3-second gust wind speeds in miles per hour. Per the Florida Building Code FBC 1619), Miami-Dadc Co. is 146 MPH, and Broward Co. is 140 MPH. Step 2: Determine the Importance Factor, I The Importanc* Factor,1, is an adder included for "essential facilities" (hospitals, fire stations, etc.). See Table 6.1 in ASCE7-98. For residential construction, I — 1.00. Step 3: Determine the Merin Roof Height The mean roofheight is determined as the average (not peak) height of the roof from the ground. If the roof slop+ is less than 10* then the cave height may be used. Step 4: Determine the Exposure Category The exposure category is based on the local terrain of where the building is located (Section 6.5.6). The twsf exposure levels that will be discussed here are Exposure B and Exposure C. Exposure B is 4efined as "Saban and suburban areas, wooded areas, or other terrain with numerous closly spaced obstructions having the size of single-family dwellings or larger." Exposure C is 4efined as "open terrain with scattered obstructions having heights generally less than 30 ft. Thin category includes flat open country, grasslands and shorelines in hurricane prone reegions.'T The Florida Building Code defines the hurricane shoreline as within 1500 feet of the mean hi#i tide line and barrier islands. Also, all ofMiami -Dade and Broward Co. is Exposure C peg the Florida Building Code (FBC 1619). Step 5: Deter4ine the Velocity Pressure Coefficient, Kz The velocity p sure coefficient, Kz, is determined from the exposure category and mean roof height (Table 6J5). The Kz factor for Exposure B (C&C) up to 30 ft. mean roof height is 0.70. For Exposure C1 (C&C), the Kz factors are as follows: to 15' Mean Roof Height: Kz = 0.85. 20' Mean Roof Height: KZ = 0.90. 25' Mean Roof Height: Kz a 0.94. 30' Mean Roof Height: Kz = 0.98. Sent By: RCS INC; 1j):53 00000000000; Feb-3-03 3:37PM; OPAY BLDG. PRODUCTS—TC GARAGE D OR WIND LOAD DESIGN PRESSURES PER ASCE7 r 8, CHAPTER 6 (continued) Page 4 P.03/06 Step 6: Topographic Factor'Kzt This factor is rased for unobstructed buildings on isolated hills and ridge lines. This factor will be ignored (i.e. Kjj —1.0) in this procedure. For more information see Section 6.5.7. Step 7: Wind irectionality Factor, Kd The wind diredtionality factor for C&C is ICd 0.85. See Table 6-6. Step 8: Deter ine the Velocity Pressure, qz The velocity pressure, qZ, is calculated from the following formula (Section 6.5.10): 0.00256K7 KZt KdVtl (in lb/f12 or pSF) Step 9: Deters,"e the External Pressure Coefficients, GCpTherearepressurecoefficients, GCp, for components and cladding and therefore garage do ejextemid a first external pressure coefficient is for positive pressure and the other two coefficients fegative pressures. One negative pressure coefficient is for `Zone 4' and the other coefiicifor `Zone 5'. Zone 5 is the wall region in the comer of the building (also called the End Zone) defined as "100/a of minimum width or 0.4h [h = mean roof height], whichever is smaller, but noj less Chan either 40/6 ofminimum width or 3 feet." Zone 4 is the wall region that remains after s4btracting Zone 5. See Figure 6-5A. According to t4e "Guide to the Use of the Wind Load Provisions of ASCE7-98" published by ASCE Press (s#e p. 18), for components and cladding with a tributary area (A) ofbetween 10 ft-2 and 500 R2 the,following formulas are used for GCp: GCp +1.1766 - (0.1766)(logto(A)) GCp0e4) _-1.2766 + (0.1766x1ogio(A)) GCp. s =-1.7532 + (0.3532)(logro(A)) The GCp value may be reduced by 10% if the roof slope is less than 10°. Step 10: Dete ine the Internal Pressure Coefficients, GCpi The internal p sure coefficients, GCpi, are determined from Table 6-7. For enclosed buildings GCpi = +/-0.18L For partially -enclosed buildings GCpi = +/-0.55. Sent By: RCS INC; HLH,a- 1-c'b10G 1'q ='3 00000000000; Feb-3-03 3:37PM; Page 5 n UPRY BLDG. PRODUCTS-TC P.04i06 GARAGED OR WIND LOAD DESIGN PRESSURES PER ASCE7- 8, CHAPTER 6 (continued) Step 11: Deteniae the Design Loads, p The design loa0s, p, are determined from the following equation: p — gh[fGCp) - (GCpi)] where qh = qZ since C&C are evaluated at the mean roof height. For the negad design load, the final design load is a function of how much of the garage door opening is in nc 5 (end zone). A common mistake is conclude that ifany ofthe door is in Zone 5, then t whole door is calculated for .Zone 5. According to the "Guide to the Use of the Wind Load Pr4vi3ions of ASCE7-98", a weighted average may be used for components and cladding when ctennining the negative design pressure [p. 77]. This paeans that if 25% of the garage door ng is in Zone 5 and 75% of the garage door opening is in Zone 4, then the final negative deli pressure has a proportionally greater influence from the calculated Zone 4 pressure than a calculated Zone 5 pressure. Prepared by MO W. Westerfield, P.E. Florida P.E. 495 Clopay Buildiri; Products Company 2002, Clops* Building Products Company Sent By: RCS INC; RUG-21-2092 IMa 53 00000000000; Feb-3-03 3:37PM; Page 6 CLOPAY BLDG. PRODUCTS—TC P.05i06 WE DOOR WIND LOAD DESIGN PRESSURES ASCE7-98, CHAPTER 6 (Florida Building Code) Example A 16V x 714 !rage door is to be installed in a home with horizontal dimensions of 60' x 40'. The mean roo ight is 15 feet. The garage door opening is located 2' from one of the corners of the home. a home is located in Florida in the 130 MPH basic wind speed zone and is determined tot in the Exposure B category. Step 1: Detenhine the Basic Wind Speed, V Given: V x I * MPH. Step 2: Determine the Importance Factor, I For residential nstruction: I — 1.00. [Table 6-1 Step 3: Deter a the Mean Roof height The mean roof1height was given as 15 fact. Step 4: Detershine the Exposure Category Given: Expo B. Step S: Deter"e the Velocity Pressure Coefficient, I{z The velocity p*ssure coefficient is: KZ - 0.70 for up to 30' mean roof height Exposure B. ['Table 6-5) Step 6: Topo aphic Factor, Kt Use Kzt - 1.0 this example. Step 7: Wind jirectionality Factor, Kd The wind directionality factor for C&C is Kd — 0.85. [Table 6-61 Step 8: DeterAine the Velocity Pressure, qs The velocity p ; sure, cfr, is calculated from the following formula (Section 6.5.10): 0.00256K4 Kzt KdV2I = 0.00256(0.70)(l.Ox0.85)(130=)(1.0) — 25.74 PSF - qh Step 9: Deter>4ine the External Pressure Coefficients, GCpForthishome, the Zone 5 region is defined as 10% of the 40' minimum building dimension, or 4'. Since the age door opening is located 2' from one of the corners of the home, this means that 2' ofthe g4rage door opening width is in Zone 5 and the remaining 14' feet of the garage door opening mOdth is in Zone 4. Sent By: RCS INC; Muu—C1 cYJ1Clc tip.JJ Garage The area (A) 00000000000; Feb-3-03 3:38PM; I.LUf'HY Hl VU. I'KULVJL i 5- I C: Pressures Per ASCE7-98 Exartmple (continued) the garage door is: (16 ft)(7 ft) —112. Therefore: GCp t +I.1766 - (0.1766)(logio(112)) _ +0.8147 9147GCpI' 3-1.7532 + (0.3532)(loglo(112)) —-1.0294 Page 7 P . 061/06 Step 10: Dete#Utne the Internal Pressure Coefficients, GCpt In this exampT , the design loads will be calculated for both enclosed and partially -enclosed. The internal press coefficients, GCpi, are +/- 0.18 for enclosed and +1-0.55 for partially -enclosed. Step 11: Dete#Wue the Design Loud*, p The design loaps, p, are determined from: p = tlh[(GCp) - (GCpi)1 i For an enclo building: The positive d 'gn load is: p = 25.74[0.8147 + 0.18) = +25.60 PSF. The negative d sign load for Zone 4 is: p = 25.74[-0.9147 - 0.18]= -28.18 PSF. The negative *gn load #br Zone 5 is: p = 25.74[-1.0294 0.18) = -31-13 PSF. For a partial!5`41nclosed building: The positive d gn load is: p = 25.74[0.8147 + 0.55] - +35.13 PSF. The negative ign load for Zone 4 is: p - 25.74[-0.9147 - 0.55]= -37.70 PSF. The negative di sign load for Zone 5 is: p — 25.74[-1.0294 - 0.551 - -40.65 PSF. Since 87.5% o the garage door opening is in Zone 4 and 12.5% ofthe garage door opening is in Zone 5 (see St 9), the weighted average negative design load for this garage door opening is: Enclosed build ng: (-28.18 PSFx87.50/9) + (-31.13 PSF)(12.5%) = -29.55 PSF Partially-enclo building: (-37.70 PS17)(87.50K) + (-40.65 PSF)(12.5%) = -38.06 PSF Rounding the *sign loads to the nearest tenth of a PSF, the final design loads are: For enclosed tinildingo. +25.6 PSF & -28.6 PSF For partially- y closed building: +35.1 PSF & -38.1 PSF Prepared by Mark W. Westerfield, P.E. Florida P.E. N4 48495 Clopay Buildin* Products Company C 2002, Clopa* Building Products Company i TOTAL P.06 Sent By: RCS INC; 00000000000; Feb-3-03 3:38PM; Page 8112 AW-26-2W2 11 19 C' -"*AY BLDG. PRODUCTS-TC P.01iO3 CLOPAY BI am Duke Mason, OH FAX COVER SHEET FROM THE DESK OF Mark W. Westerfield PHONE # (51 770.6062 FAX # (513) 770.4853 DATE:_ 8/26/09 4 To- GeorgelHastings Q RCS PHONE #/FAX#: (407) 854-9551 Number of nades inciudina cover sit: 3 TS MESSAGE 1- Cover page a 'd p. 77 from the "Guide to the Use of the Wind load Provisions of ASCE7-98" as pubished b ASCE Press. Two weeks ago I attended an ASCE seminar in Covington. KY on wind load ght by Dr. Kishor Mahte (one of the authors of the guide). I asked him to confirm the g e door calculation write-up I sent to you. He did and said the procedure was correct. s THIS FACSI LE MESSAGE IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO ICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS PRPALEGER D CONFIDENTIAL. is 2 Sent By: RCS INC; 00000000000; Feb-3-03 3:38PM; Page 9/12 PUG-2G-2002 11420 0 SAY BLDG. PRODUCTS—TC H.b2ibJ USE OF THE CE 7=98 Mehta and Dale C. Perry Sent By: RCS INC; 00000000000; Feb-3-03 3:38PM; Page 10/12 AUG-26-2002 11-'20 0 --'AY BLDG. PRODUCTS-TC P.03/0.5 GUIDE TO THE USE OF WIND LOAD PROVISIONS 77 Typiced calculations of design pressures for purlin in Zone I For maximum negative pressure p - 19.0[(-0.8) — (to. Is)] p = - 17.6 psf with positive internal pressure (controls) p = -11.2 psf with negative internal pressure For maximum positive pressure p=18.0[(0.3) —0.111)) p - 2.1 psfwith positive internal pressure p = 8.6 psf with negative internal pressure p — 10 psf minimum net pressure (controls); 6.1-4.2 Table 3.7.10 Not Roof Component Pressures, psf Controlling Nsign Pressures, psf Component Positive Negative Zones 1, 2, and 3 Zone I Zones 2 and 3 JPurlin -28.4 Panel 12.2 -19.4 -41.0 t"tener 12.2 -19.4 -41.0 A, 10 sq R 12.2 -19.4 -41.0 A 500sq ft 10.0* -17.6 -28.4 minimum net pressure controls, 6.1.4.2 SPMJW case of girt that transverses Zones 4 and 5 z6 Sr Width of Zt)ne 5- 3mallcr of a= U.1(200) = 20 ft or a= 0.4(36.7) = 14.7 ft (controls) but not less than 0.04(200) = 8 R or 3 ft Weighted average design pressure P ft 14.7(-20.0) +10,3(-19.9) 19.6 psf 25This procedure of using weighted average may be used for other components and cladding. TOTAL P.03 4 3 641 "• "' STEEL ik1Yi 2EVISIOf!' ---- f Qa. -STFFI I&A, 4::bfHNrz sAtl rt5 16 UtlC J0.t1. .-. ., _ _ w•7rm a' Tao.t.tx ,+x . Mwt vfrourERI.jIE Aai7}F rKww,a Rp,; REV. NO. ZOt4E Oaif ECN NO- APPVC D-CRf?TiOV .._-- 7 1""I i32 11/W `- - waw 07y;f) WAS (c; FGA IOCK BAT ---_.--- z YlxIrC ` 5 .mac i -- wJUM. aAL WACX SIPPaa we nG1O5OAFslurATPQaDWWRR0" wBOu•fA QO Safi T f3ac ttYc mrrw s.mr5F'IIWN aLam.. I p) sl+.•.,-sJa• .orn tAs s%fa LISTED I mum HEICOOM Is MMAaIC a m CV LAI ==1111m1 • Y beu mwa milm TYIO! Tlw[IYI@5 O4f• PaiMR REPORT# 9606C 1- M,at Tw u-aa O a srtna, ost uaua w wDir O 8 T4. S1rryY sf¢ r or. urtrs O A O aftm", alai ` saa. lL OVMM WAEO LUX .=MR I T O 4•IL [ tr7r I M - If-L' O lnEsaIDYz vv • > O 1 scArG O Y] IE fOJ2 Lr U 7-1O" Ny- !.71O7s1 CF •% 7liLT.a6P jM Ipgool[ M•AV. 03OP4d7 % a mU4Ta YGmaw uor mrYnlilwYY arawi4FiaYG,Y0.l,etfarRlai. rsTaPra:lmw1n. RaLo.aa' O rMaNueYlaS pe anr) 15 G 0S7Y5• GW1r . 5. n[ v ool OJR7E aMfMI as IOI I Y Dj ro A AF 4 fW91 YaSIY: ! auaw¢ 1oi1F01,Ylt rY1ls ao Ym RYVY OI roA /i0 w 14s1 r.lur. Yim 910 STLE Zd rF3171 .fE ,IMF / Ir Y M3. r1/IF •L7RL Ula 20 04..:,m Affbi vu 3 NCIAm N6Q L.'7O5 a_w I7 ca LLLV. •7Eb laroc 25G NY Sim JlE R'g0 1 1 /S7I4' SC IOW S UZ Jx 1, 114 I/li'ruc i SICM CYIm RR. -rC ual ,a sfR16 iER lipIFlocaAMDA9w w.va, ` Aap aR 74omensgao - m .1M • Ow AFP IYfY W.4 \ q4-.t McarIpmita-,r. maoam"c Rdao `7/K 10. 4MW P -'rl R1I OWOF SI W F01!1 I r9.7 LrfCM 016rCeT 90C9 Cf Rm 9 J1.] L- Glr. Y E m 0Oa WA LorH M m cros C 6. Vow% IWRII , P [R .AK RJt ImllN CD a G 14 I•L C01101 OIL'R YIYCQT. UOI _ aF a411 tRIOi w Mar9PL1iaiVCHMWt0avdammS• G•li Y'O:L IRIai fA6}pm m' 1 Ly Kalar. ftm awER W { 0 S11u6 w 810r Sm 0r 0a71. iaK ro GIto IYYTI10!Ill0alE01WPOMWARUMTI.C71Ia W baraaP[i lm LM 1f7Ra1TM. was m Mar TAG1/4 dr TAPIYI[ Saif5 fA a/rlc IFr: o a TN 1/f Out N.E^ SGRC f '•:11Z: a4 bfaa mu. W ou sn• 1 wage _Aa1 Si4 B1mY bow vcFm%R0, rE I JM CAL A 0 LJ-}R /••d . :wain. CAaa.l(t a [ /toma av9fPPM =0!. 1r.1 ow'a wYw. !(s,0 V;MIN !7 rs [a, twi.- - DEVCFt LOAC13. +,^,i_C P yve• r.. yA. tif_2 5[ pA.rsaaw, RNILZ' iP. HDErIIS Sr * -24.5 PS.- 0cm SCE SNwa6E IirC REFORS lAv CO IwE gt/1F AW '7f TMT LWS: +35.13 PSF & -.37.0 PSF 3, - - •- WL . X u_ uv1M- C-fl5us fM1 'LIMWL. C,OWK RIDSID MR w Pubm ca Sn&cnw mI w kxoau C-2- 1 P4Tm f.. W Y-4MS MU IA71 FM. 4iS LR YW W10 OOa.S fGR RE VYS UAfD wOOw04 wenw swimaF w-am ad hw m .unca =wwsuTA~ xam Lam w MEUd.A 51R4 Ou-4. sirmYi& I® A Rat Tit :00". DYY SOL ; a a°'wN a" arc I ct aTOiER.W CES - IDEAL Gerirroa .0 4G20i4PuY. 1 1 _38,_ H-iz ara.TR L-a @'['I(•S -hN 0.a o6 fr.nn .0p . !: AIS DESCRrWW 100C& EAST O x d0' ]4/- r •N x.. lfft Y:IICY MM}tl. ' °/ i YM V e.1 400 : 1 (05-_ 24.5 Q"9.Na4s Mm :» f• %,M a. m W1. Li'.4L / ,r i ,. ,..q ,,,_ a?a0 - .xl MAWN Ei', BiAN CNTE. 4/18/00 :q'_c wr5 __ '7Wu L. 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Iw ncwc. j UWG.- Nd .0. 1..3 _. _ I N N PRODUCT PERPoRmRnCB DRTR coca HURRICANE CODE iIETRL-EDGE STEEL DOOR I(1 W00D FRRME PRODUCT CERTIFICRTIon SHEET O I - O'N 4 Valid for the following aide -hingeddoor arrangements: OPRous DOORS - ev nOIRIIIRL HEIGHT: Single Door with Sidelite on Hinge side Single Door with Sidelfte on Strike side Single Door with 2 Sidelites Double Doors DOOR STYLES: 1313 J 00 00 as no o0 Flush Arch Top 3-panel 6•penel New England 4-panel Eyebrow 4-panel 8-panel oo i 000 • a 0 ° 0 t 9-panel 5-panel 5-panel with scroll Eyebrow 5-panel Eyebrow 5-panel with scroll SIDELITE STYLES: 00o an r oo Poo 00 ao oo 0 as a 00 a 0a ril00 go 00 go11680Series129Series200series12R, 12L, 23R, 450 Series 152 Series 149 Series 23L. 24R, 24L Series Mad OP +SS' -SS a IRIPRCT Li 3 MULTI ME STL WO OP Enter Entry Systems .., Ow o w+rtw.w•. r• w w+r• «w wAw• w s.ti• .++.wi••. J M I A M I DADE M jAAl I-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O: Box 76 Pittsburgh ,KS 66762 - BUILDING CODE COMPLIANCE OFFICE ME-rRO,DADE FLAGLER BUILDING 140 WEST FLAGLER STRE111% SUITE 1603 MIAMI, FLORIDA 33130-1563 305) 375-2901 FAX (305) 375-2901 o,vrw%r:,roll MCI:NIING SMcI'ION 303)373.2527 FXX (303)373-233K Goa rw%crou rr4FuRct.&%irN*r u1vistoN 303) 373-2966 FAN (305) 373.290E PRODUCT CONTROL DIVISION 303) 373-2902 FA.\ (303),72-63,79 Your application for Notice of Acceptance (NOA) of: Entergy 6-8 S/E Inswing Opaque Double w/sidelites Residential Insulated Steel Door under Chapter 8 of the Code of Miami -Dade County -governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade 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 this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. JThe expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.23 EXPIRES: 04/02/2006 Raul Koangucz Chief Product Control Division THIS IS THE COVERSFIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE S PRODUCT REVIEW COMMITTEE J This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 06/05/2001 Yn.r Fr:u+cisco J. Quintana, R.A. Director N iami-Dade Comity Building Code Compliance Office UsW 50001\pc2000%\templates%rrotice acceptance cover page.dot Premdor Entry Systems ACCEPTANCE No.: 01-0314.23 APPROVED SUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.25 which was issued on April 28, 2000. It approves a residential insulated door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami-Dadc County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S/E Inswing Opaque Double Residential Insulated Steel Doors with Sidelites-Impact Resistant Door Slab Only and its components shall be constructed in strict compliance with the following documents: Drawing No 31-1029-EM-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Brand) Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prepared by manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. ttttt 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in 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 with the approved drawings. 4.2 Hurricane protection system (shutters): 4.2.1 Door: the installation of this unit will not require a hurricane protection system. 4.2.2 Sidelite: the installation of this unit will require a hurricane protection system. S. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and Following statement: "Miami-Dadc County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 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 the proposed installation. 6.1.3 Any other documents required by the Building icial or the South Fl4ridn Building Code SFBC) in order to properly evaluate the installat' f his s stem Ma cl Perez, P.E. Product Co Examiner Pr I ct Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.23 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed 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 this 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 acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the tiling of a, revision application with appropriate fee) 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 any 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. If any portion of the Notice of Acceptance is displayed, 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. Failure to comply with any section of this Acceptance shall be cause for termination and removal of' Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEP 'ANCY. Manuq Perez, P.E., Product Con rt51 'xaminer Produ ntrol Division 3 PREMDOR (ENTERGY BRAND) DOUBLE DOOR WITH SIDELITES IN WOOD FRAMES WITH BUMPER THRESHOLD (INSWING) vJ' l r LA6 TI lt itt -cot 17 I/' MAX OC SPACING ii Ri I/ 1 S iU tJ APyI(FNI 7/1' w IMC . ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO THE HEADER AND THRESHOLD VITH MIO x 1 3/4' rLATHEAD SCREWS 10 M 1' LONG IN ALL REMAINING HOLES NOTES I) V000 BUCKS BY OTHERS. MUST BE ANCHORED e 1 3/4" LONG PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. rLATHEAD SCREVS 21 THE PRECEDING DRAWINGS ARE INTENDED TO OUALIFY THE FOLLOWING INSTALLATIONS. A. WOOD FRAME CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY WOOD OPENING. ASTRAGALB. MASONRY OR CONCRETE CONSTRUCTION WHERE DOOR SYSTEM IS ANCHORED TO A MINIMUM TWO BY APPgOVEDASC0INPLYINOYNTHTHESTRUCTURALWOODBUCK. C MASONRY OR CONCRETE CONSTRUCTION WHERE THR44W , a c IEDOORSYSTEMISANCHOREDDIRECTLYTOCONCRETECREVAIERINFITRATIONWHEREWATERINFILTRATION Jull UORMASONRYWITHORWITHOUTANON-STRUCTURAL MENI IS NEEDED v REQUIREMENT IS NOT NEEDED N" ONE BY WOOD BUCK. + P" T rnJTgot3ALLANCHORINGSCREWSTOBE110WITH >r _ stAL COOECOMPtWCEOFFlCHMM11/2' EMBEDMENT INTO WOOD SUBSTRATE AccEPTANCI No. dl's Yl CE r A PfH 1APCOMS WITH 11/2' MINIMUM EMBEDMENT UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR4ASONRY 4 OVERHANG SUCH THAT THE ANGLE BETWEEN THE EDGE OF CANOPY OR OVERHANGliMUSTBEINSTALLEDWITH 'MIAMI-DADS COUNTY TO SILL IS LESS THAN 45 DEGREES. UNLESS UNIT IS INSTALLED INAPPROVED' SHUTTERS NON-HABIIABLE AREAS WHERE THE UNIT AND THE AREA ARE DESIGNED TO A THREE STAPLES PER SIDE JAMB INTO HEADER ON SIDELITES AND DDOR, THREE STAPLES PER JAMB INTO THRESHOACCEPT WATER INFILTRATION. LDONSIDELITESANDDOOR. _ 6 LATEX SEALANT TO BE APPLIED AT SIDE BY SIDE [ II& [OMIT "Imr-AI11MGS nl/o JAMBS AND SIDELITES. IMMILUUZ'(z 1'At'LEC ! N4 f 111mo1 TII I Sll 1 I AN I Gt)O4IAI "sal10Nf J 7. DOGR/SIDELITE HEADER, DOOR/SIDELITE JAMBS. AND SIDELITE BASE CORNERS ARE COPED AND BUTT JOINED. It 0 _ _ I t wav 661% gm w m wxa"n B DOORS SHALL BE PRE -PAINTED WITH A WATER -BASED EPDXY RUST ' IN419111VE PRIMER PAINT WITH A DRY FILM THICKNESS OF 09 TO 1Nr.2 MIL. :)Cl —1 9 FRAMESSHALLRPRE -PAINTED VITH AN ACRYLIC LATEX VAIER-BASED/ 111L. 110 M 1' 1 VAIER-RE741hE VMITE PRIMER VITM A DRY rILM THICKNESS Or 0.9 TO 1.2 MIT. ?IIISM nfAV SHEET l OF 6 I[VIS101 U11[f C A (/1!' wM"g11 [NKMNTNI 1/J• • V LONG Tiw/Ltt set Nolt a L.H. INSVING R.H. INSWING 9.t6• GLAZING DETAIL 112' GLASS BITE u¢• TEMPERED &LASS INTERIOR 1 IV J W 1 IVv OTHER CONFIGURATIONS t lsMisoLw:a .tad%//,,',r\\\:\\\' 1 2".&!:;'.e; t';1 =': a%i%/,>'1` ::!",s%%l/,:' '` f '' i:1f`r`-'/,:>,.QI AP gaVf0AS-.CgP[YLNG WITH THE 1 -ON ! IOm1 {lode •... SGUhI h M'1 1 iC lKl[ 11[[II is Nt f( W. 10 li1[ f4Kf l GRT• tg6D6111[Tl i0N1. Ul.mtl. RT A D OtK• mr EIWKA04104 •... 6YWA TA Pri:, C'' ITatt DINS ONPOD WRY11Y Y M Du:(CCWT 'SCCCYPU.J:LE CoFFCE IM (y 11 D31-1029-E M -13 i v. 2 "llsix a ru SHEE 1 2 OF 6 I 1/4' SHIM MAX r- 3/4' 80 11/16' MAX I INTERIOR 79 5/16' MAX SECTION B-B 2 BY WOOD BUCK 1 1/4' EXTERIOR MATERIALS LIST ITEM NO. DESCRIPTION PART NUMBER COMMENTS 1 VOOD HEAD JAMB EM-14 1 1/4' X 4 9/16' NTL. TO BE PINE OR EQUIVALENT COMPRESSION VEATHERSTRIP EN-25 LOCKSCREEN BRAND LGXSEAL %50 (BRONZE) ALUMINLIN ASTRAGAL EM-12 PRENDOR BRAND O2 EQUIVALENT- 5/8' ALUMINUM ASTRAGAL 4 ALUMINUM -BUMPER THRESHOLD EN-15 PRENDOR BRAND OR EQUIVALENT - 1 1/4' x 4 9/16' TOP CHANNEL EN-08 1PREMBOR BRAND - 1 11/16' - 20 GA STEEL 6 STEEL SKIN Ell 1114 '1111 FITR1R1o[II1[txw Ist vw 1 PfIYURETHANE FOAM ME BASF FOAM - DENSITY 2.0 TO 2.5 IbS./Ft' BOTTOM CHANNEL EM-07 PREMBOR BRAND - 1 11/16' - 20 GA STEEL 9 VOOD LOCX BLOCK EM-09 4' X 9 1/2' MTL. TO BE PINE OR EQUIVALENT + 1D STRIKE STILE EM-06 PRENDOR BRAND - 1 11/16' - 20 GA STEEL 11 HINGE STILE EM-05 PRENDOR BRAND - 1 11/16' - 21) GA STEEL 12 LOCK PREP FILLER PLATE EM-10 PREMOOR BRAND - .050' THICK- MTL. TO BE POLYETHYLENE' 13 4'xV HINGE EM-16 MAGER BRAND HINGE OR EQUIVALENT - .097 THICK (STEEL) 14 VOOD HIDE JAMB EM-13 1 1/4' X 4 9/16' MTL. TO BE PINE OR EOUIVALENT IS 110-24 x 1/2' F.H.M.S. 4) SCREWS PER HINGE INTO DOOR I6 110 X 2' F.H.V.S. x IR' Ot. TMEREAFTER N l JAN . vw 0 SMVS THTQ!(jl STRIKE JANI INTO SIKLIIE AMR, 4' IOwM FROM 1R' OC THEREAFTER SCREVS TWIMCrl EACH SIDELITE JANA INTO SIDELITE, 4' AawN rRON OP. HAI 15' OC. IIIEREArTER 1 TORVFINI4"R v I R rr REFER TO ELEVATION vlEv, FOR I Q SCREvS USER ANI LOCATIONS 1S 110 X 3/4' F.H.V.S. 2) SCREVS PER HINGE INTO JAMB 14 18 x 2' FMW.S. 2) SCREWS AT EACH STRIKE PLATE LOLKSET KVIKSET BRAND 200 LOCK OR HARLOC BRAND 100 LOCK 1 110 X 1 3/4' F.H.V.S. 2) SCREVS PER HINGE INTO JAMB VOOD SIDELITE JAMB EN-18 1 1/4' X 4 9/16- MTL TO BE PINE OR EQUIVALENI 22' X 64' SINGLE PANEL GLASS EM-19 qLEAR T N iN MytIMPYLENE FRAME- OC-164 - c0 -2 18 SIDELITE TRIM (WOOD) EM-20 5/16 x 1/2' MTL. TO BE PINE OR EOUIVALENT WOOD CASING EM-21 Ifir t' N 1. TO RE Pl OR Ou1vALEN1 - IIENSARE W-0—INGSus rah •s,'i n s,'K IA++1s As ftxLIONs 11 / 4 VOOD SIDELITE HEAD JAMB EM-22 1 1/4' X 4 9/16' MTL. TO BE PINE OR £OUIVALENT WOOD SIDELITE BASE EM-23 1 1/4' X 4 9/16- MTL. TO BE PONE OR EQUIVALENI POLYPROPYLENE LITE FRAME 1643. OOL-2 HP Polypropylene by ODL 16 X 1 1/2' PAN HEAD SCREVS 18 PER FRAME IO EI[ I lA' I IE R All R. ANI NOT SIDELITE STILES EM-26 15/16' X 1 11/16' MIL. TO BE PINE OR EQUIVALENT 1 PIN NAIL A• LOt6 k4a. 41 RI FIRM I". ml 1. cc IIERAT)ER. aus 01 mums 00 IRIA DOW SILICONE #995 JWR0Ye0 AS C'.WKYNIGYNTH THE SOU PI: OW - DWG CCOE Come 'FF10E wCEPTXEICUO V.t3 lBgli KISS 101[P fIiAL QC. A16 X1" DIi UKISS 101E1, SIC. EDFL. I0:'S B OUNiT NOOIFICATIONS Inu4l JD EA 0 PAGE 5 (DOOR OPTIONS) itr-1 !I R R[ VISI MS CAI[ IT t NAM( PAR, NIF T 1 It IT R.S. I PAl - - 1A{•l: SEAM[- PREMDOR ENTRY SYSTEMS Pit Suit, Ks. 66V 131- 1029-EM-I I _ SHEET 3 OF 6 R[ VISBTII(I{[R B INTERIE 80 APPROVED AS COMPLY1UG KITH ME SECTION C-C o:TEMf GCODE BY _ FRAO ICWOROLDMSION; Oft SUL ID !iG COCZ COUPLIAK^ CE CCE:rNCE ffo. r - D 3 PARI na.aiu+aI omit I OF NA1CNr r r f - r it B1 R K. - - MAIL SCALE: PREMDOR ENTRY SYSTEMS 31-1029-EM-I 91IE.. a PIIISBURL, KS.KS. 66)62 SHEET 4 OF 6 REVISIONa llu p OTHER DOER CONFIGURATIONS In., W— Air M AW. r v Wr T W W T W W r r r r r r w r 1 1 e I 1 J J 11 III r K r•CK V or r K aMGi C 1 11 / r! r Y K rKi vurr K ! Ki O r Wr• • • G W Ya Kq• r rr Y r W Lr W r r r r t^ a Air M' 1r A Ir•' r r w ! W W W r r w Y W •' r Tr !r W r. K K w Ir K rK r W W r W r r W W W r W r w 1 1 1 1 1 1 1 1 I 11 VIW p I/r r K rr[Ifr •[ ..Gi N IrI r I Vr r fG "Pic C [ W"MG Irr• o a •rr• r • a` n a yr r It V r K r4K K r•CII• 11 r r ' /f Isp r meIKKKrcpsK IT K. w K r K Ir K or r rrrrrrrrWWrrWWr rJ rr !r Lrr r r Y r W r y r r r r r• yr w W , rw ) I•• aw arm •' )rY r w FF—.- Ya•K q'w W W 1 1 1 1 1 I 1 I 1 1 K 1• KK - u urr r 0 r G K s.cls C K Y•LK Ilrr• A +ur• O n urW 1 Vr W K O•LK K r• GK u urr ` P.Cis K 1KK 1 1 1 1 asf C... L •• . rrK IY •G.i.lf• K Ir... n rrK w a r W L• r Z. J 1-. L Ko nxn 11111K KISS Ipi(L W KC ' A Elium— KESS 101(1. Sil Iml. 1(11 APPdOVED AS Ca:RrwG VATHiNEepmWillFl WIDtALpNGC ppE Ev lfN_a 5 N REMDOR ENTRY DIVISIONm (. trflRSa rK, a COUPKW4CEOFFICE % 1ISM IS Wfi? ACCEPT J. 01— 0 3 1 v. L 3 AMA P 31- 1029- EM- 1 SHEET 5 OF G R(vii t[ IuR OTHER DOER PANEL STYLES 36' 1 r-MAX o 79 /16' 0 DD MA_pD D0 Do BLANK lip 6-PANEL 1-PANEL 4-PANEL ITHER SIDEL ITE 36' MAX 79 /16' • M QX 0 --- SL-10 SL-20 SL-30 SL-60 flogflog 00 0o0 00 no ooa son DD 00 D D0 D_DElnonDp00000 9-PANEL 10-PANEL IB-PANEL FLUSH 8-PANEL CROSSK CK 12-PANEL 1-PANEL 5-PANEL S-PANEL 5-PANEL 5-PANELEYEBROVViSCROLLEYEBROVEYEBROVV/SCROLL STYLES 0 0 0 0 SL-50 SL-508 SL-69A SL-69B SL-69C SL-25 SL-55 SL-300 SL-40 SL-90A SL-90B SL-90C SL-301 SL-30C SL-70 SL-90 0o Do aoDD II DD 96 00 OD 00 Do DD DD Dal oo Do Do Do 0o 00 Do Do Do 0o 00 PD- 1 PD-? PD-3 PD-4 PD-5 PD-6 PD-7 PD-B PD-9 PD-10 PO-11 PD-I? PD-13 PD-14 PD-15 PO-16 00 PD- IB PO-19 PO-20 PD-?l PO-22 PO-23 iDo DDO fl 0 a D 0 a D o u 000 00D 1100 IID- 35 PD-36 PO-37 30 PO-39 PD-40 PO- 24 D0 00 PO- 41 . I111 111 • = .1. .! 1. 111 111 iii Ill ;i[1 111 !11 !11 I,{i 111 u1 111 '`1t` 111 111 iif I+ ! 11 iii fll J 111 i!1 00 0 PD- 4? PO-43 ^3A PD-439 1115 UUSI 101(t rw_ KE A16 ' flisim UNLESS 10111. Sll fort. IBL S rUGINrrR- It Rivum M b ARI NYE:PREROOR DOOR OPIIONS it if J.D. I %if 1/1!)/Ul I I WA[: PREMDOR ENIRY SYSTEMS ii nISMISFAz 31- 1029-EM-1 SHEET 6 OF 6 R[ YISI01 t[ii(R Herx & Associates Inc. L a n d S u r v e y i n g 769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of, LINE BEARING L I N 89°40'49 L 2 S 69°45'58 KAYWOOD REPLAT PLAT BOOK 30, PAGES 27 d L2 LOT 32 In N) CN ICiJ 345.37' 0 LOT 31 A' GRADING 9.142 SO. FT. 17.3' \ COVERED PATIO 8.7' FP - 36 WAY WINDOW p A.B6D 2.8 ONE STORY RESIDENCE o FIN. FL. ELEV:59.5 0o 6^7' 60'D 12.0o1®Io 19.3' 1.0 0 v; N C/L EL LI P.C.P. CIL CALABRIA SPRINGS 50' R/W) TRACT PRIVATE ROAD, d UTILITY LEGAL DESCRPTI ..' Lot 3 1. ' CALABRIA COVE - accordng to the plot thereof as recorded in Plat Book 60 . at pages 8 - 10 of the Pubic Records of Seminole County. Florida. y V— No D Ln o i N n c ma m nm ID nn rm c In I DISTANCE 60.00' 60.00' FLOORTSLAt3 ELEVAT{ON A",— .-'ROWNMUSTBE16 +.. oPOA UACENT ROAD UNLESS OTHERWISE APPROVED CITY OF SANFORD ADDRESS: 113 CALABRIA SPRINGS COVE AREAS: DRIVEWAY.• 408 SO. FT. LEAD WALK: 43 SO. FT. SETBACKS: SITE DATA Front 25' Rear 45' WERVOJS SO, FT . 3OX r; Side 75 ' Corner 25' LOT S0. FT. IMPERVIOUS AREA-2.736SO. FT. CATCH BASIN REFERENCED BEARING CO VE N 89" 40 ' 49 - W r 954.46 ' - r mac. P. F EASEMENT FLOOD HAZARD DATA: The Parcel shown hereon kes within Flood Zone occordng to the Flood insurance Rote Map Cormluuty Panel Nmber 120289 0040E.Dated 04/17/95. General Notes: 1. This Is a BOUNDARY Survey performed in the field on Proposed 2. No aerial, surface or subsurface utility installations, underground improvements or subsurface/aerial encroachments, it any, were located. 3. Building ties shown are to the exterior unfinished foundation surface or formboard. 4. Elevations shown hereon, It any, are assumed and were obtained from approved Construction plans provided by the Client unless otherwise noted, and are shown only to depict the proposed or actual difference In elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reservations, restrictions, and Rights-ol--way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by client. 7. Platted and measured distances and directions are the same unless otherwise noted. Denotes %' Iron rod with yellow plastic cap marked L84937 or LS3182, or h' iron rod with red plastic cap marked 'Witness Corner" unless otherwise noted. O Denotes P.C.P. (Permanent control point) Denotes Permanent Reference Monument Note: Bearings shown hereon are referenced to the C/L of CALABRIA SPRNGS COVE as being N 89°40'49-W. Vertical dotun is based on NGVD per Engineering construction plans by Burkett Engineering, hc. Project No. 9709-3 1. Legend Temporary Benchmark as offset assumed datum) O.R.B. Official Records Book BOW Back f sidewalk PS Plat Book Cenfedine PC Point of Curvature AA Central or (Delta) Angle PCC. Point of Compound Curvature CALC Calculated PCP. Permanent Control Point CB Chord Bearing PG. Pape CO Chord PR M. Permanent Reference Monument C. M. Concrete Monument p& Property Line EL. or ELEV Elevation P.O.B. Point of Beginning FINAL EL. Elevation (Measured) p,O,C. Point of Commencement FD Found P.I. Point of Intersection Fin Ft Elev. Finished Floor Elevation PRC. Point ofReverse Curvature I P. Iron Pipe PT Point of Tangency 1. R. Iron Rod R Radius L Arc Length RAO Radial Line LB Licensed Business RES, P/W Residence Rightof-WsyLS, Mee Land Surveyor Measured Tam Temporary Benchmark N/0(N6D) Nail and Disk TYP. Typical N.R. Not Radial r/ Fence symbol (see drawing) X—X- Fence symbol (see drawing) Certification: Not valid without the signature and the original raised seal of a Florida licensed Surveyor and Mapper Dr::nsn by : CM This Sbrveyclosets tha requirements ofthe Florida Minimum Technical Ch • c k e d byy : DP Ste arils as contained in Chapter 61G 17.6 Flo ministrative Code. prepared For : BEAZER Sketch of Lego/ Description Job Number: 01-005-02 This is not o Survey stole : 1,- 30' Plot ton performed: 05-14-03 tam A. Harx, P. L. S. FloridaRegistered Land SurveyorNo. 3182 Fo un do f ion Survey: area L. Przomtenieckl, P. S. M. Registered Surveyor and Mapper No 6030 F i n o 1 Survey : VVINam R. Herx, P.S.M. Registered Surveyor and Mapper No. 6092 Revisions Her. 8 Associates Inc., State ofFlorida LB 4937 TRUSS INDEX SHEET Per Rule 61 G15-31.003 of the Florida Board of Engineers l Customer: BEAZER Job Identification: ZFP36 Address 1 CALABRIA COVE Address 2 LOT 31 Jurisdiction: CITY OF SANFORD General Building Design Information Florida Building Code - 2001; Chapters 16 and 23 ANSI/TPI 1 Design Loads Roof: 37 PSF Floor: — Wind: 120 MPH ASCE 7-98 SMYTH LUMBER CO. ROOF TRUss DnnsioN 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299-1522 FAx: 407-299-9153 Engineer of Record MARCOS FIGUEROA OF 580 CAPE COD LANE, STE 9, ALTAMONTE, FL PE#31707 Or Building Designer: Alpine Engineered Products Design Software Seal Date: 15-May-03 Truss Engineer: William M. Ranieri FL Lic.# 42704 The embossed seal by William M. Ranieri (Truss Engineer) on this Truss Index Sheet serves as acceptance of professional engineering responsibility for the truss component designs listed and included in this truss package. The attached component designs are valid only If depicted with a copy of the Truss Engineer's Ink -stamp seal. Standard Detail Designs: Sid. Gable, Struct. Gable, Corner Set, Valley Truss, Piggyback, Filler, Ladder Truss, Bracing Substitution, 2 Ply SY42 Number of Drawings: Truss ID: R11 R10 R9 R8 R7 R6 R5 R4 R3 R2 R1 11 Plus Standard Details and Placement Plan Professional Engineering Certificate of Authorization #9218 as required by Florida Statutes Chapter 471.023, Board of Professional Engineers tit 8. O" i7 4' 12 O' 8 8' 'rz3.. v I rNpi DE ON T.HS '>bgLL J F 1. d 1, 6. 1 I 6c II i 0' 215 0' K R5 I 8.::: r, lly A i c _ * No.42704 a'•• STATE OF O• The Truss EencSe s seat, when ap confirms the placement of the truss framing as it 4relatestotheCussdesignsspecificorthisstructure. The truss framing is based upon! the review of plans, drawings and specifications provided by the building design professional. The building designprofessional has final approval of thetruss framing and/or truss placement plan. The design of the temporary an!d permanent bracing, U!e diaphragm system, Ishearwa6sandslnKturafelementstoresistlateralbadsfromwindand/or seismic activity is a the responsibility of the buiWirm design professional. Additional approval by the building lessigrr e s shall ind b not be limited to, design loading, lengths, profiles, R Co / 4 3/I6' HOLO Tk*.lriEh I IL d• bAtx f CN G_C.(Y V2' ON FRA4f 'tAL,e.S SPJYTH LIJMFDEK G0. 1 00F TRU` -) DIVISION 2722 50UTH APOPKA DL-VP, APOPKA, FL 32703 407) 211q — 1522 FAX ( 407) 2qq — g153 I Engineering Ger tiflcate of Authorization z 01216 NOTES I) R IS T1C DLa.ixx'S RESPOfJSCLITv To TZ,.' Y EI*N PLd'M" fLLN AFP CIOFMOI IJO OE'Xi1 ) UI'I6.EFERHi:E. SECTL7N (C1 dNHiTH V ASiPM0, tP NSAE VM17f __-______-_-._____ j 4/ ifD ------._-.--.-._-.--`- DATETRUY£ h NUF T NOT Cf CUT OR ALTERED Z) N ANY WAY `biTK T FR10R dUTFh ATI 4 OY SACYTFI TRU°hGOWXX y. 3) TRIl f'hTY1LT APE ALIT OR ALTFRM Y4il-LVT i.UTti'Y;:Ja TON 'P-, M REF+RED 0" EMA. -ED AT aF,,TAfRh EQEMI ql 8:+:6:LY:.Rrf.S OF ANY 0V TUL !t]T DF C' O ". tMP 'NTFIOUT FrPX REVE.T AM ti7TTC- N (,OFr+EN', DY SANYTH TRlJ'Y; (L#fAr, ,. GE T AIL` 1) REFER To HE, 9 &ECOk#&VATM] FOR N. MN6. NSTALLATCN, ="O 7fwaAr CR:.CrI 3 REFER To E946tff-FffVDRA`RRR , FOR fER1URNT M LN6 REOIRED Au.. TRlfliE'5 TRJhES L14wr VALLEY FR.kAYvM T OE CQALETEI-Y DECYYO OR REFER TO VALLEY M" DE TAI, FOR 4rERNATE er CR REO"I!EL@•nS3) ALL VALLEYS TO OE CO—JNTVXJ tY FRAKCVCYOLLDER4) NTERIOR'OX MARNG'sALLS ALL ROOF TL' hSFLINGERS TO ff ';AY=xX•1HF, lhP O'MT-hA6i TF024 IfLESS NOTED OTFfR'tF'C. r9 - HUS26 OR TH026 N HHUS26- 2 OR TH026-2 _ Ij 9 • HHUS28-2 OR THD26-2 4- HHHUS48 OR THO/B HGUS26- 2 OR TF FI26-2_I Li; • HGUSM2 OR THDH2b2 4 • HGUS28-3 OR THOH2e-3__ 4 - SULM10 OR SKH21OUR IT - 41,- HGU$ 46 THA422 OR OR THDH4a MSFH22 Q • THAC422 OR MSH4221F 1 HIK;410 OR H04101F n - TiWZ OR KIC28 j Leo FP 36 LANIDEL 1`,L-ANU I ALL ELFVATION , trFsb - Lrl'3b - K1) TOP CHORD 2x4 SP #,z3 BOT CHORD 2x4 SP ##3 WEBS 2x4 SP ##3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 5X4= I MIJ UMtz FKCFAKtU FKUM LUMFUItK INFU I (LUAU) IV L)IMtNJIUN") JUI9MIIItU GY jKUJJ MFK. 120 MPH WIND, 9.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REOUIREMENTS. 6(— 6 8- 0-0 2X4( A1) = 2X4(A1) 1- 0 0 4-1 -Il L 6-0-0 _I_ 6-0-0 _1 12- 0-0 Over Continuous Support R= 84 PLF U=40 PLF W=12-0-0 ON v Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 0TY:1 FL 1 R Scale 375" Ft. WARNING" TRUSSES R.EOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING ASO OR ACING. REFER TO HIB , (HAROLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MAOISO N. NI 53719). FOR SAFETY PRACTICE' PRIOR TOjt F1. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STIR. UCT URALPANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1 i 1ao. 4Z704 k T CT CBC L L D L DL 20. 0 7. 0 10. 0 P S F P S F C' PSFR E F R 3 5 2-- 7 9 7 2 6 S MYTH LUMBER CO. ROOF TRu9sDIYISION DATE 0 2 / 0 5 / 0 3 DRW SLTIJSR352 03036628 2722 SOUTH APOPKA BLVD. APC) PKA, FL 32703 407- 2931522 FAx: 407-299-91 53 BUILD THE TRUSS E$ 1N CONFORMANCE W;TH TP is OR FABRICATING. HANDLING. SHIPPING. INSTALL TNG AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) ANO TP1. ALPINE CONNECTORS ApE MADE OF 20GA ASTH A657 ' 40 GAL V. STEEL, EYCEPT A$ NOTED. APPLY CONNECTORS TO r EACHFACEGFTPUSS, ANO UNLESS OTHFRW{$E LOCA TEO ON iH IS Df SIGN. POSITION CONNE-TORS PER 1 STATE OF J X' O R,Op yfSPoNAL BC TOT. LL L. D. 0. 0 37. 0 PSF PSF SLT- ENG WMR SEON 12975 D U R F A C . 1.2 5 PROFESSIONALENGINEERINGDRAWING$ 160 A7. THE SEAL ON IBIS DRAWING INO ICATES ACCEPTANCE OF PROFESSIONAL EHG1NEER SNG RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN $HEWN. THE SUITABILITY AMD USE OF THIS CERTIFIC/ 1TE OF ALRHORRATToN#9218 COMPONENTPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER OANSI/TPI NNl 1995SEETFOP. ANY FAQ 05 ' 03 SPACING 24.0" ZFP36 - ZFP36 - P,3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 PLATE OUR.FAC.=1.25) IC From 54 PLF at 1.13 to 54 PLF at 6.02 TC From 81 PLF at 6.02 to 81 PLF at 21.46 BC From 4 PLF at 1.13 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 19.00 BC From 24 PLF at 19.00 to 24 PLF at 20.33 BC From 4 PLF at 20.33 to 4 PLF at 21.46 SHIM ALL SUPPO 2X4(A1) 0 2.5X4 a I 0 01C_ 11-7-8 _I LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER., AND MODIFIED*** 120 MPH WIND, 11.86 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B. WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REOUIREMENTS. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER, TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. 4X10 (R) III L1-4-0 1 1 4 15-2-0 5-2-0 6-0-0 5-4-0 9-0-0 Le 20-4-0 Over 3 Supports R=530 U=205 W=8" R=907 U=351 W=7" R=612 U=237 W=4" 13-0-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95`R Design Criteria: TPI STD FL BLDG CODE OTY:1 FL 1 R Scale 3125" Ft. WARNING" TAU —Et REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND 8R ACING. P.EFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHEO BY TPI (TRUSS PLATE 1 NSTITUTE, 567 D'ONOFRIO DR.. SUITE ZOO. MAD($0 W, W1 57719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUMCT IONS. UNLESS DTHEP.Y (SE INDICATED. TOP CNOR0 SHAH HAYE PP.OPFRIY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT`• FURNISH q COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOP. ANY OE YIATION FROMTHISOE $1GK: ANY FAIL URE TO R.Qj_ iQt IFI r`/ K V i N(j,42704 T C L L T C O L BC DL 20.0 7.0 10.0 P S F P S F PSF REF R 35 2-- 7} 9 7 2 7 SMYTH LUMBER CO. RooFTRuSSDrY151ory DATE 02 / 0 5 / 0 3 DRW SLTUSR352 0303F,F,29 . S L T - E N G WM R 1 2722 SOUTH APOPKA BLVO. APOPKA,FL 32703 407-299-1 522 BUILD THE TRUSSES IN CONFORMANCE WITH III; OR FABRICATING. HANDLING. SHIPPING. INSTAILINo AND BRAClN6 OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED 8Y THE AMER ICAN FOREST AND PAPER ASSOCIAT IONJ NOTi. ALPINE CONNECTORS AR( MADE OF ZOGA ASTM A657 GR10 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 7f 7C STATE OF S WQ O RVO.0 O L, L LUl TOT . L D . 0.0 37.0 0 P S F P S F S E O N 13008FAIL: 407-299-9153 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER q D U R . F A C . 1 . 2 5 i. PROFESSIONAL ENGINEERING DRAWINGS 160 A Z. THE $EAL ONTHI$ ORAW(NG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE SI GN SHOWN. THE SUITABILITY AND USE OF THIS s/Oyp{,E SPACING S E E AB O V E CERTIFICATEOFALITHORTIATION11921ECOMPONENTFORANYPARTICULARBUILDINGISTHE. RESPONSIBILITY OF THE. BUILDING DESIGNER. PER AM51/ TPI 1-1995 SECTION Z. F p b05 ' U -i f ZFP36 - ZFP36 - R4) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 120 MPH WIND, 11.86 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SHIM ALL SUPPORTS TO SOLID BEARING. 5X4= 2X4(A1) % 2.5X4 0- 11-7- 5-2-0 5-2-0 6-0-0 5-4-0 9-0-0 20-4-0 Over 3 Supports R=499 U=180 W=8" R=686 U=270 W=7" R=448 U=223 W=4" 13-0-0 8-0-0 v PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE O1Y:2 FL 1 R - Scale=.3125" Ft. WARNING" TRUSSES P.EOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND SPACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE D'ONOFPIO OR, , SUITE HER MA.DINDI NI TOPIC), FOR SAFETY PRACTICES PRIOP. TOINSTITUTE. THESEPE0.f ORHlN6 TNESE FUNCTSONS. UNLESS OTHEP.N ISE INOlCATE O. TOP CHORD 'HALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FUPNISH ACOPY OF THIS DESIGN TO THE. INSTALLATION CONTRACTOR. ALPINE ENGINEERED FR ODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO IFI 141crt ; If N0.42704 T C TC BC L L D L DL 20.0 7 10.0 D P C PSF P J F PSF REF R 3 5 2-- 7 9 7 28 SMYTH LUMBER CO. RooFTRu55Drv151oN DATE 0 2 / 0 5 / 0 3 DRW SLIIJSR352 03036630 2722 SOLETH APOPKA Bwo. APOPKA. FL 32703 407.2931522 FA%: 407.2999153 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THY•. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS !NATIONAL DESIGN SPECFF ICA PION PUBLISHED Dv tHE AM[R (CAN FOP.EST aN0 PAPER ASSOCIATION) AND TP7. ALPINE CONNECTORS AP.E 19ADE Of .OGA ASTH Ab63 6Pd6 . LY. STE[L, EVCEFT AS NOTED. 0.PPl1' CCNNECTORS TO EACH FACE OF TPUSS, AND UNLESS OTHfER ISSE LOCATf9 OM THIS DESIGN, POSITION CONNECTORS PEP S STATE OF • A.40R10,,. B C TOT. L L LD. V}} L 37.0 V PSFF PSF S L T - F N G / W M R SFON 13001 DUR.FAC. 1.25PROFESSIONALENGINEERING CERTIFICATE OFAUTHORIIAT1ON#9219 DRAWINGS 160 AZ. THE SEAL ON THIS DR AWING INOICAiE3 ACCEPTANCE OF PROFESSIONAL ENGINEEP.I NG RESPONSIBILITY SOLELY FOR THE TPUSS COMPONENT DESIGN SHOWN. THE SUI TAN ItI TY AND USE OF THIS FORISBUILDING THE RESPONSIBILITY OF THE BUILDING DESIGNER. PERNPARTICULARU 1MMPI1996SECTIONvFeb05 ' 03 SPACING 24.0" kcrrso - Lrrso - KD TOP CHORD 2x4 SP #3 BOT CHORD 2x4 SP #3 WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X8= rrta unu —L—Eu rnuri Lvviruj Em ttrrut I,LVAU ry ul,-¢naLV"J)—i-1111LU of -- 11- 120 MPH WIND, 10.48 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 6 I— 1 6 rl 8-0-0 2X4(A1) = 5X4 = 2X4(Al) 1-00 11,11 1_ 9-6-4 _I_ 9-9-12 _1 19-4-0 Over Continuous Support R=80 PLF U=27 PLF W=19-4-0 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE E la 01Y:1 Fl_ 1 R Scale 3125" Ft. WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. P.EFEP TO HIS-91 (HANOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE N'TITUTE. 587 D'ONOf RID ORQ. SUi TE 200, MAD I.'0N. WI 53719), FOP. SAFETY FR ACTICES PP.IOR TO PER ORMING THESE FUNCTIONS. UktESS OTHERWISE IND If ATED. TOP CNORD SHALL HA YE PROPFRLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL MAtlE A PROPEN LY ATTACHED RIGID CEILING. IMPORTANT**, FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE PESPONS16LE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP 1: OR FABP. ICAT ING. HANDLING, SHIPPING. INS TALLIN6ANO 6RACING Of TRUSSES. THIS DESIGN COHFDRNS WItH APPLICABLE PROY1'IONS OF NOS (NA'!ONAL DESIGN SE' ECIFICAT(ON PUBLISHED BY THE AMEPICAN FOREST ANG PAPER A'SOCIATICN) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA A, M A653 GR40 GALV. STEEL. EYCEPT A' MOTEO. APPLY CONNECTORS 70 EACH FACE Of TRUSS. AND 'UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER T.'. G .i i No.42704 i SSTATE OF A NA P: VRimI CT 1. BC BC TOT L L D L DL L L L D . 20. 0 7 . 10. 0 0. 0 37. 0 0 D P S F P S F PSF P S FP S F R E F R 3 5 2-- 7 9 7 2 9 S MYTH LUMBER CO. RooFTRussDlvEsiaN 2722 SOUTH APOPM:A BLVD. APOPKA, FL 32703 407. 299-1 522 FAx: 407-299-9153 D A 1 E 0 2 / 0 5 / 0 3 DRW , LTUSR352 03 3F631 S L T - E N G / WM R L S E 0 N - 13088 U DUR F A C . 1.25 PROFESSIONALENGINEERINGDRAWINGS 160 A,2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE,SHOWN. TNf SU ITABIIITY AND USE OF THIS p V/ S PAC I N G 24.0 CFRTIFICATEOFAUTHORIZATION #9216 COMPONENT FOR AHY PARTICULAR BUILDING !S THE RESPON'IBILITY OF THE BUILDING DESIGNER., PER Ar' 1)TPI 11995 SECTION 2..-. F tab 05, Lr1'30 - LI-FJ0 - Kb) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 2X4(A1) = I H I J UNU PhtPAKtU FKUM CUMPUItK INPUI (LUAU) 5 Ll I MLNSI(?NJ) SUBMIIItU BY kRUbs MhK. 120 MPH WIND, 10.45 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. GlI:M 2 X 4 6 r 1 6 8-0-0 Fvr= 2X4(A1) i o-o 0 0 I_ 9-6-4 _I_ 9-9-12 _1 19-4-0 Over 2 Support R=777 U=263 W=8" R=777 U=263 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI(STD), FL BLDG CODE OTY:2 FL 1 R Scale 3125" Ft. WARNING" TRUSSES REOU1RE EXTREME CARE 11 FABRICATION, HANDLING, SHIPPING, INSTALLING ARD BRACING. REFER TO M18 91 (HANDLING INSTALLING ANp BRACING). PUBLISHED BY TPI (TRUSS PLATE iNSTITUTE. 58J D'ONOFRIO DR., SUITE 200. NAD ISON, WI 53119). FOR SAFETY PRhCTICES PP.IOR TO PERFOP.HIHG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHAtI HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO RQ ts NO.42704 1 =1 T C T C BC L L D L DL 20.0 7.0 10.0 PSF P S F PSF R E F R 3 5 2-- 7 9 7 3 0 SMYTH LUMBER CO. ROOF TRUSS DIVISIom DATE 0 2/ 0 5/ 0 3 DRW SLTUSR352 030:663Z 2722 SOUTH APOPKA BL.VD. APOPKA,FL 32703 407-299-1 522 FA%: 407-299 91 53 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS OESIGN CONFORMS !ITN APPLICABLE: PPOVISIONS OF NOS (NATIONAL DESIGN CPEC1F[CATION PUBLISHEG BY THE AMER"" FOREST AND PACER ASSCCIATIONI AND TPI. ALPINE CONNECTORS AMC MADE OF 20GA AS k657 GRAD GkLY. S7EEL, EYC[PT AS NOTED. APPLYCONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S 7ft 7C j STATC OF Q i., V Q R Q a I BC T0 T. LL L D. 0.0 37.0 PSF P S F SLT-ENG WMR S E 0 N 13104 D U R F AC . 1.25PROFESSIONALENGINEERINGDRAWINGS160A2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPGNSIB IL lTY SOLELY FOR THE IR LASS COMPONENT DESIGN SHOT N. THE SUITABIL ITV ANp 11SE OF THIS r• CERTIFICATE OF AUTHORIZATION#9218 COMPONENTPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERTiFOP. SECTION Fab 0Tj 'Uj SPACING 24.0" tl'3b - LtF'Jb - K/) INL, Una —r—LI F nv', wnrvicn L IT— , Il-1, „7 , . —11 TOP CHORD 2x4 SP #2 120 MPH WIND, 10.45 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND WEBS 2x4 SP #3 BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X8= i 0-6-3 2.5X4%.A) — 8-0-0 i-0.0 I 9-2-4 _I 9-9-12 ,I 19-0-0 Over 2 Supports R=697 U=201 W=3" R=771 U=266 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE la OTY:3 FL 1 R Scale 375" Ft. WARNING•` TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AN BRACING. REFER TO HIO-91 (HANOLING INSTALLING AND BRACING}. PUBLISHED BY TP[ {TRUSS PLATE 1 Tt. L L 20.0 P SF R E F R 3 5 2-- 7 9 7 3 1 INS 1IiU1E. 583 O'0N(IFRIO OR., SUITE 200. MADISDN. WI 53719). FOR SAFETY PR ACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PROCUCTS. INC. SHAH NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WIT1P1: OR FABRICATING. HANDLING, SHIPPING, IUSIALlINO ANO BRACING OF TRUSSES. TH1S DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF ADS (NATIONAL DESIGN SPEC IF !CATION PUBLISHED BY THE AMERICAN FOREST kN0 PAPER. ASSOCIATION) AND TPI. ALP[ CONN TORS ARE MADE OF 2OGA ASTM A653 GR40 GALY. SiEEI. EVCEPT AS NO7F0. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER IFI a`' j N0,44704 1 • + 7N f ^ STATE OF Q` P `<E,`' yQ R10 TC BC B C TOT.I-D. D L DL L L 7.0 10.0 0.0 37.0 P SF PSF C' PSFF PSF DATE 0 2 / 0 5 / 0 3 SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPKA BLVD. APOPKA. FL. 32703 FAX: 407-29591 53 DRW SLTUSR352 03036633 - SL T - E N G / bJM R SE0N 13112 D U R F AC . 1.25PROFESSIONALENGINEERING DRAWINGS 160 A.Z. THE SEAL ON TH[S DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOL[LY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TH)S,IA u `` SPACING 2 4 DCERTIFICATEOFAUTHORRATION59218 I COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. F e b 05 - LrF30 - Lrr3o - rcu) I HIS UWb FKtFAKtO FMUM LUMYUILK INFUI (LUAUS & UIMLNSIUNS) SUbMIIILU BY KUSS MFK. TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 WEBS 2x4 SP #3 :W3, W6 2x4 SP #2: SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) TC From 54 PLF at 1.13 to 54 PLF at 15.17 TC From 81 PLF at 15.17 to 81 PLF at 28.33 TC From 54 PLF at 28.33 to 54 PLF at 39.13 BC From 4 PLF at 1.13 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 38.00 BC From 4 PLF at 38.00 to 4 PLF at 39.13 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD, 5X6= LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED' 120 MPH WIND, 12.81 FT MEAN HGT, ASCE 7-98. CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11. EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWGS A12030ECO901 & GBLLETIN100I FOR MORE REQUIREMENTS. A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EQUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REQUIREMENTS. SHIM ALL SUPPORTS TO SOLID BEARING. 5 3X6 M 2.5X4 2.5X4 6E— W6( 5X6% W3 3X6I 3X6 16 5 X 6 6X12= 4-7-0 3 5X6 8-0-0 X8= 3X6(F1) 2.5X4 III 3X6(AI) i—o 0— 19-2-0 _I i ME 19-0-0 19-0- a 38-0-0 Over 3 Supports R=585 U=226 W=8" R=2085 U=606 W=4" R=621 U=226 W=8" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STO FL BLDG CODE a OTY:1 FL 1 R Scale 1875" Ft. WARNING" TRUSSES 0.EOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. P.EFE0. TO NIB'91 (HANDLING INSTALLINS N.G ANO SPAC51WGI• PUOLISHE D DY TPI (TRUSS PLATE TO D' ONOFRIODP.., E O 0.HERW MAD INDIC NI 5J719HO FOR SAFETY PRACTICES PRIORATTACHED PERFORMINGTHESE PERFORMING7HESEFUNCTIONS. UNLESS OTHERWISE INDIC A TE O. TOP CHORD SHAH HAVE PROPERLY ATTACHED STRUCTURAL PANELS. 80TiOM CNORO SHALL MA A PROPERLY ATTACHED RIGID CEILING. IMPORTANT^^ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT NE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILO THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND DR ACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGNS SPECIFICATION PUBLISHEDOF ,8'! INE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TO EACHEFACE OFRIRUAD AN0 UNiES5T0TMERIISE40LOCATEO ONETHISEOESIGNXCEPT SPOSITDION CONNECAPPLYTORPER wr MAY.•,:tlFlc j ,/ VVV "• eVl1 l(PfN0. 412704 i STATE OF % L{V X O R1*ptlcrTCTC BC B \, TOT L L D L DL L LL D. 2 0. 7. 10. 0 0. 0 37.0 0 D PSF P S F PS PSF P S FP S F REF R 3 5 2-- 7 9 7 3 2 SMYTH LUMBER CO. RoOFTRu55Drvr51ON 2722 SOUTH APOPKA SLVD. APOPKA. FL 32703 40i 299.1 522 FAx: 407-299-9153 DATE 0 2/ 0 5/ 0 3 DRW SLTUSR352 0303F,F, 34 S L T - E N G aIMR S E O N 13058 D U R F A C . 1.25 PROFESSIONAL ENGINEERING DRAWINGS 160AZ. THE SEAL ON TH15 ORAWING TNDICATES ACCEPTANCE OF PROFESS TONAL ENGINEERING{PPoHI' RE SPONSIBELITY 5OLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUIIABIL ITAND USE OF THIS CERTIFICATE OF AuniORRATION#9216 COMPONEN TFOP. SE ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Feb 05 _ SPACING SEE ABOVE Lrl'30 - Lr F'30 - Ky TOP CHORD 2x4 SP #2 J3 2x4 SP #1 Dense: BOT CHORD 2x4 SP #2 :61 2x4 SP #1 Dense: WEBS 2x4 SP #3 A) 2X4 SP #3 or SPF #2 CONTINUOUS LATERAL BRACING (CLB) EOUALLY SPACED ON MEMBER. ATTACH WITH (2) 16d NAILS. REFER TO HIB-91 OR THE BUILDING DESIGNER FOR CLB ANCHORAGE AND SUPPORT REOUIREMENTS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 6X6= 120 MPH WIND, 12.81 FT MEAN HGT, ASCE 7-98. CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. 2.5X4 2.5X4 T3 6 6X12= 5 X 6 5 X 6 A) 4-7-0 3 B1 5X6% 8-0-0 3X8(F1) = 2X4111 7X8= 3X6(A1) 1-0-0 10-0a 19-0-0 19-0-0 38-0-0 Over 2 Supports R=1468 U=438 W=8" P,=1468 U=442 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE 1 a OTY:4 FL 1 R Scale 1875" Ft. WARNiNG`• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRA{(NG. REFEP. TO H18 91 (HA.NDLING INSTALLING ANO 9RAC IXGI. PUBLISHED BY TPl fTRUSS PLATE A T 1. L L 20.0 P S F R F F R 3 5 2-- 7 9 7 3 3 IN STITUTf, 583 D'ONOFRIO DR.. SUITE 200. MADISQX, W{ 53119}, FOR SAFELY PRAC 7IC ES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL H0.YE PROPERLY ATTACHED STRUCTURAL PANELS. B07 ToCHORD SHALL HAYE A PPOPERLY ATTACHED RiG ID CE II IXG./G IMPORTANT' FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOP. ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABPICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TP.USSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF N05 (NATIONAL DESIGN CONNEC TOR SIA REPMAGE OF O26GATaE7HPAb53AGR bOR GALVAN9TEELEREYCEPT IA`, INOT ED D IAPPLYACONNEC TDRS i0 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER NO.42704 i 7f a STATE OF S,A' fy0AQ T C BC BC T O 1 D L D L L L L D . 7.0 10.0 0 . 37.0 0 P S F P S F P S F P S F DATE 0 2/ 0 5/ 0 3 SMYTH LUMBER CO. ROOF TRussDmsiow 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 407-299.1522 FAx: 407-2999153 D R W SLTUSk352 03036635 .. SI-T - E N G WMR S EON - 1 3 1 6 6 D U R F A C . 1.25PROFESSIONALENGINEERING DQAWIRG' 160 A i. THE SEAT. ON THIS ORAWING 1NOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 0 SON SHOWN, THE SUITABILITY FNO USE GF Toll , At.F ' SPACING 2 4 0CERTIFICATEOFAUTIHORIZATTON #9210 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER APS17TPI 1 1995 SECTION Z. F e b 05 . _ k Lrr.SCI - LYY3D - K1V) IMIJ UMV PKtFAKtU hMVM L,VMVUItK 1NFLII (LUAU) 5 UIMtN?IM,) yUBMII ItU BY MFH. TOP CHORD 2x4 SP E2 120 MPH WIND, 12.81 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED BOT CHORD 2x4 SP 1 Dense :B2, B3 2x4 SP ##2: ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. WEBS 2x4 SP 3 CALCULATED HORIZONTAL DEFLECTION IS 0.34" DUE TO LIVE LOAD AND 0.28" DUE DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TO DEAD LOAD. 5X6= 2.5X4 2.5X4: 6 r— 6 5X6 % 5 X 6 B2 6X12 = B3 3 3 5 X 6 % 5X6= 8-0-0 3X8(F1) = 3X8(F1) 1 0-G 19-0-0 38-0-0 Over 2 Supports R=1468 U=439 W=8" 1 G 0 19-0-0 R=1468 U=439 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE r a OTY:20 FL 1 R - Scale=.1875" Ft. WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRArINGI. PUBLISHED SV TPI (TRUSS PLATE M qT C L L 20.0 P S F R E F R 3 5 2-- 7 9 7 3 4INSTITUTE. SBD O'ONOFR(0 DR., SUITE 200. MAOISON. W( 57119y. FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAPE PROPEP.LY ATTACHED Z`. F T C D L 7.0 P S F DATE 0 2/ 0 5/ 0 3 SMYTHLUMBERCO. STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. 3`iG • ROOFTRussDlvisiom " 1MPORrhwINC FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED 1 NI0.42704 a BC DL 10.0 PSF DRW SLTUSR3S? G3G36636 PPODUCIS. INC. SHkll NOT BE RESPONSIBLE. FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO y 2722SOETTHAPOPKABLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 7R APOFKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYISIONS Of NOS (NATIONAL DESIGN i BC LL 0.0 PSF SL1 -ENG /WMR SPECIFICATION PUBL ISHEO BY THE AMER ICAN FOREST AN0 PAPER AS S 0(IAT(ON) AN0 TPI. ALPINE STATE OF s tQ,. 407-299-1522 iD P.! ci TOT . L 0. 3 7.0 P S F S E O N - 1314 3 CONNECTORSTORSAREMADEOF20GAASIMA65DGR4OGALtl. STEEL EXCEPT AS NO TEO. APPLY CONNECTORS TO _` FAX: 407-299-91 53 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED GN THIS DESIGN, POSITION CONNECTORS PEA N 0 R1Or PROFESSIONAL ENGINEERING DRAWINGS 1G0 AZ. THE SEAL ON THIS DRAPING INDICATES ACCEPTANCE OF PRGFESSIONAL ENGIwEERINGp/R A{ D U R . F A C . 1.25 RESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABI[. ITV ANO USE OF THIS Yj it CERTIFICATE OF AUTHORIZATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F e b 05 ANSIJTPI - 1995 SECTION 2. SPACING 2 4 . 0 " crrso - LrrIo - r,ii) TOP CHORD 2x4 SP #2 BOT CHORD 2x4 SP #2 :B1, B2 2x4 SP #3: WEBS 2x4 SP #3 SPECIAL LOADS LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) IC From 54 PLF at -1.13 to 54 PLF at 17.00 TC From 81 PLF at 17.00 to 81 PLF at 39.13 BC From 4 PLF at -1.13 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 38.00 BC From 4 PLF at 38.00 to 4 PLF at 39.13 6X6= LOADING ON THIS TRUSS CALCULATED BY JOB -DESIGNER, AND MODIFIED*** 2 PLATE(S) HAVE BEEN REPOSITIONED BY THE TRUSS DESIGNER. SPECIAL POSITIONING REOUIRED. 120 MPH WIND, 14.81 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11, EXP B, WiND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. A) #3 OR BETTER SCAB BRACE. SAME SIZE & 80% LENGTH OF WEB MEMBER. ATTACH WITH 10d NAILS @ 6" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 2X4 (**) III 1OX10 s 5X6 % 5 X 6 6 r— 6 A) 5X4 316X12= 4 1-0 2X4(**) Of 3 5 X 6 10-0-0 3X6(A1) = 5X6 3X6(fl) 1v -0-0 1.0-0 19- 0-0 am 1 19-0-0 9-1 17- 0-0 2.0.0 19-0-0 J 38-0-0 Over 2 SupportsBig R= 139 PLF U=40 PLF W=17-0-0 R=1167 U=355 W=8" Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 R Design Criteria: TPI STD FL BLDG CODE OTY:1 /FL 1 R - Scale=.1875" Ft. WARNING, • TRL15SE5 REOUFR.E EXTREME CARE 1N FABRICATION. HANDLING, SHIPPING. INSTALLING AND T CL L 20.0 P S F R E F R 3 5 2 ORACING. REFER TO HIS I (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE NSTITU iE. 683 D'ONOFRIO OR., SVI TE 200. HAp150N, W( 53719j. FOR SAFETY PRACTICES PRIOR TOZIPI, PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED fj4 T C D L 7 . 0 P S F DATE 0 2 / 0 5 / 0 3 SMYTH LUMBER CO. STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG11) CEILING, j NO.4.1704IMPORTANT**. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1: :1 BC DL 10.0 PSF DRW SLTUSR3;2 03036637 ROOFTRUSSDIVISIONPRODUCTS, INC. SHALL NOS BE RESPONSIBLE FOR ANY DEVIATION FROM iH15 DESIGN; ANY FAILURE TO 7C 7C 2722 SOUTH APOPKA BLVD. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND i APOPKA. FL 32703 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF 105 (NATIONAL DESIGN STATE OF s BC LL 0.0 PSF SLT-ENG /WMR 407- 299.1 $22 SPEC iF 1CATfON PIJBL ISHED BY THE AMER iCRN FOP.EST ANO PAPER AS :OC IATIONJ ANO TPI. ALPINEiA: c( O R1O 1. CONNECTORSAREMADEOF20GAASTHA657GR70GAIY. STEEL. EXCEPT AS NOTED. APPLY CONNECTOPS TO /N{!]''_-e••.. .•' TOT.LD. 37.0 PSF SEON 13080 FAx: 407- 2999153 EACH FACE OF IRUS$. AND UN LE55 OTHERWISELOCATED ON THIS OU IGN, POSITION CONNECTORS PER 'OIVAI.G -)- PROFESSIONAL ENGINEERING DRAWINGS 160 AZ. THE SEAL ON iHf4 GRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING !/1' t+ D U R . F A C . 1.25 RESPONSIBILITY SOLELYFORTHETRUSSCOMPONENTDESIGNSHOWN. THE SUITABILITY AND USE OF THIS / CERTIFICATE OF AUTHORVATION #9218 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER F P h 0 5 03 S PACING S E E A B O V E A?SiJTPi1-1995 SECTION 2 ZFP36 - R2) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY ;BUSS MFR. TOP CHORD 2x4 SP ##2 BOT CHORD 2x4 SP g2 WEBS 2x4 SP ##3 120 MPH WIND, 9.56 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT 11. EXP B, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. -1 5X4= 6(— I6 5X4= 1 3 3 8-0-0 2X4 (A1) 0 2X4 (A1) i 1 O 15 —6-0-0 6-0-0 — 12-0-0 Over 2 Supports -- R=506 U=242 W=8" R=506 U=242 W=8" PLT TYP. Wave TPI-95 R Design Criteria: TPI STD 0TY:2 FL 1 R Scale 375" Ft. WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. RfFER TO H18-91 (HANDLING INSTALLING Ado BRACING). PU8liSH[D BY 7Pi (TRUSS PUTE I H5TlTUTE. 583 D'ONOFRID DR .. $U17E 200. MAD ISO N, WI SJ 7191. FOR SAFETY PRACTICES PRIOR TD PE ORNING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT•` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE 0.f SPONSIBLE FOR ANY DEtl1AT1ON FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISION$ OF NOS (NATIONAL DESIGN SPECIF(CA'IUN PUBLISHED BY THE ANERICk FOREST ANO PACER ASSOCIATibNI Aq0 TPI. ALPINE CONNECTORS ARE HA DE OF ZOGA ASIM A653 GR30 GALV. STEEL. EXCEPT A$ NOTED. APPLY CONNECTOR$ TO EACH FACE OF TRUSS. AND UNLESS OTNEFWISE LOCATED ON iN IS DES(Gd, POS(TIbN CONNECTORS PER A GZIF1 S N4.42704 SSTATE OFjit ` OR%OP t1 M v T C L T C D LTC DL BC LL T O T . L L L D . 20.0 7.0 10.0 0.0 37.0 P S F P S F PSF PSF P S F R E F R 3 5 2-- 7 9 7 3 6 SMYTH LUMBER CO. RooFTRU55DIVISION 2722 SOUTH APOPKA BLVD. APOPKA, FL 32703 4a7-299-1 522 FAx: 407-299Q153 DATE 0 2 / 0 5 / 0 3 DRbI SLTUSR3,2 03035621 SLT-ENG /WMR SE ON - 12048 DUR.FAC. 1.25PROFESSIONALENGINEERING DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING P.E$PGN S IBI L I I Y SOLELY FOR THE TRUSS C0MPa"E NI DESIGN SHOWN. THE SUITABILITY AND USE OF THIS CE'.R7IFICATEOFA(I:HORE7ATION#9216 COMP ONENI OR ANY PART ULbR BUILDING I5 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSIITPI 1 1995 SECTION ;. Feb 05 '0.i SPACING 24.0" CIREF 150135?_ Z13 ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE CABLE VERTICAL SPACING SPECIES GRADE NO BRACES 1) IX4 "L" BRACE 1 1) 2X4 "L" BRACE • 2) 2X4 "L' BRACE •1 l) 2X6 "L" BRACE . 2) 2X6 "L" BRACE GROUP A GROUP B GROUP A GROUP B CROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 2 3' 5" 5' 11' 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' it" 11' 3" 13, t" 13' 5" C P F 3 3' 4" 4' 11" 4' It- 6' 5" 6' 5" 8' 4" 6' 4" 10' 0" 10' 0" 13' 1" 13' 1" J. u F STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" Q 1 1 STANDARD T 3" 4' 2" 1 4' 2" 5' 6" 5' 6" 7' 5" 7' 5" 8' 7" 8' 7" 1 it' 8" 11' 8" 1 3' 9" 5' It" 6' 4" 7' 0" 7' 6, 8' 4" 8' It" 10' it" it, 10" 13' 1" 14' 0" Y 2 3' B" 5' it" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" d 3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13, 1" 13' 9" Q c\2 D FL STUD 3' 6" 4' It- 4' It" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" STANDARD 3' 4' 4' 3" 4' 3" 5' e" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' It" 11' It" 1 2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" S P F 3 3' 10" 6' 0" 6' 0" 7' it- 7' 11" 9' 6" 9' 6" 12' 3' 12' 3" 1 14' 0" 14' 0" H F STUD 3' 10" 5' 11" 5' 11" 7' 10" 7' l0" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" Q STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 1 6' 9" 9' 1" 9' 1" 10' 6' 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" s P 2 A. 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" 3 4' 0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" D F L STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" STANDARD 3' 11" 5' 3" 5' 3" 6' it" 6' It" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9' 13' 10" 14' 0" 14' 0" 14' 0" S P F 3 4' 2" 6' It- 6' 1t" I B- 9" 6' 9" 10' 6" I0' 6" 13 10" IT 10" 14' 0" 14' 0" H F STUD 4' 2" 6' it" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" IT 10" 13' 10" 14' 0" 14' 0" O 1 1 STANDARD 4' 2" 5' 11" 5' It" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" Q 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13 10" 14' 0" 14' 0" 14' 0" P 2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" l4' 0" 14' 0" 14' C 3 4' 5" 7' 1" 7' l" 8' 9" 9' 3" 10' 6" it, 0" 13' 10" 14' 0" 14' 0" 14' 0' D F L STUD 4' 5" 7' 0' 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" l4' 0" 14' 0" STANDARD 4' 4" 6' 1" 1 6' 1" 8' 0" 8' 0" 10' 6" 10' 9" 12' 5" 12' 5" 14' 0" 14' 0" RR 2X4 y2N OR BETTER DIAGONAL BRACE OPTION: 07 T VERTICAL LENGTH MAY BE 18" DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT L" L DIAGONAL BRACE FOR 870N BRACEATEACHEND. MAX WEB it TOTAL LENGTH IS 14', 2X4 SP OR DF-L r2, OR BETTER DIAGONAL r VERTICAL LENGTH SHOWN BRACE; SINGLE OR IN TABLE ABOVE. DOUBLE CUT L 1. AS SHOWN) AT UPPER END. ONT(NUOUS B CONNECT DIAGONAL AT REFER TO CHART ABOVE FORMIDPOINTOFVERTICALWEB. WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. WL 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, PROPERLY STRUCTURAL PANELS AND BOTTOM CHORD SHALLSMYTHLuMBERCC). HfA)VE A PROPERLYATTACHEDa GID CEILINGDr-IMPORTANTar FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. APOPKA.FL 32703 HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 407-299- 1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653GR40GALV. STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF FAX: 407-299.9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE CER1IFIcATE OF AUTfK RQATK1N *921 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. No.42704 STATE OF OR%P' ON Alm BRACING GROUP SPECIES AND GRADES: GROUP A: SPRUCE -PINE - FIR HEM -FIR 1 2 STANDARD 2 STUD 3 STUD 3 1 STANDARD DOUGLASF( R-LARCH SOUTHERN PINE 3 STUD STUD STANDARD STANDARD GROUP B: HEM -FIR 1 k STR l SOUTHERN PINE DOUGLAS FIR -LARCH 2 2 GABLE TRUSS DETAIL NOTES: LIVE LOAD DEFLECTION CRITERIA IS L/240. PROVIDE UPLD? T CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING ( 5 PSF TC DEAD LOAD). CABLE END SUPPORTS LOAD FROM 4' 0" OUTLOOKERS WITH 2' 0` OVERHANG, OR 12" PLYWOOD OVERHANG. ATTACH EACH " L" BRACE WITH 10d NAILS. FOR (I) " L" BRACE: SPACE NAILS AT 2' O.C. IN 18" END ZONES AND 4' O.C. BETWEEN ZONES. FOR (2) " L" BRACES: SPACE NABS AT 3" O.C. IN 16" END ZONES AND 6" O.C. BETWEEN ZONES. L' BRACING MUST BE A MINIMUM OF 80% OF WEB MEMBER LENGTH. CABLE VERTICAL PLATE SIZES VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" 1X4 OR 2X3 GREATER THAN 4' 0'. BUT LESS THAN I1' 6" 2X4 GREATER THAN 11' 6" 2.5X4 REFER TO COMMON TRUSS DESIGN FOR II I PEAK, SPLICE, AND HEEL PLATES. THIS DRAWING REPLACES DRAWING A10030E REF ASCE?- 98-CAB12030 DATE 09/ 10/01 DRWG A12030ECO901 ENG TOT. LD. 60 PSF MAX. SPACING 24.0" GABLE DETAIL SYM. FOR LET -IN VERTICALSABOUUT /" VERTICAL LENGTH TYP. GABLE VERTICAL PLATE SIZES 11 VERTICAL LENGTH PLATEI IF PLATES BETWEEN CHORDS SIZE OVERLAP• LESS THAN 4' 0" IIX4 OR 2X3 2X6 GREATER THAN 4' 0", BUT LESS THAN It' 6" 2X4 2XB GREATER THAN it' 6" 2.5X4 2.5X6 Q+ REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. IF GABLE VERTICAL PLATES OVERLAP, USE A SINGLE PLATE TO SPAN THE WEB. EXAMPLE: 2X4 2X4 1 J PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. ATTACH EACH "T" REINFORCING MEMBER WITHRIGIDSHEATHING HAND DRIVEN NAILS: 4 TOENAILS 10d COMMON TOENAILS AT 4- O.C. PLUS (4) l6d COMMON TOENAILS IN TOP AND BOTTOM CHORD. GUN DRIVEN NAILS — 0.131" X 3": REINFORCING TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. MEMBER THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD, ASCE 7-93 GABLE DETAIL DRAWINGS CAUL TRUSS TOENAILS SPACED AT A11015EN0699, A10015ENO699, A09015EN0699. A08015ENO699, A07015EN0699 4- O C A11030EN0699, A10030EN0699, A09030EN0699. A08030EN0699, A07030EN0699 ASCE 7-98 GABLE DETAIL DRAWINGS A13015ECO901, A12015EC0901. A11015ECO901, A10015EC0901. A08515ECO901 A13030ECO901. A1203OECO901. A11030ECO901, A10030ECO901, A08530ECO901 SBCCI GABLE DETAIL DRAWINGS S11015EN0699, S10015EN0699, S09015ENO699, S08015EN0699, S07015EN0699 S11030EN0699. S10030EN0699, S09030EN0699, S06030EN0699, S07030EN0699 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCIaTOENAILS CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. :21'At1iIHliiliNl(I•,, 2X6 T" REINFORCING MEMBER 2X4 T" REINFORCING MEMBER TOENAIL TOENAIL TO CONVERT FROM 'L" TO "T" REINFORCING MEMBERS, MULTIPLY T" FACTOR BY LENGTH (BASED ON CABLE VERTICAL. SPECIES, GRADE AND SPACING) FOR (1) 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. MAXIMUM ALLOWABLE T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. LENGTH INCREASE W/ "T" BRACE11 WIND SPEED AND MRH T" REINF. MBR. SIZE SBCCI ASCE ILO MPH 15 FT 2x4 to 7. IO % 2x6 40 X 50 % ILO MPH 30 FT 2x4 10 % 0 % 2x6 50 7, 50 7, I00 MPH 15 FT 2X4 10 % 10 Z 2x6 30 % 50 Z 100 MPH 30 FT 2X4 10 Z 10 % 2x6 40 % 40 7, 90 MPH 15 FT 2x4 20 % 10 % 2x6 20 % 40 Z 90 MPH 30 FT 2x4 t0 X 10 Z 2x6 30 % 50 % 60 MPH 15 FT 2x4 t0 7. 1 20 X 2x6 10 Z 30 % 60 MPH 30 FT 2X4 20 Z 0 % 2x6 20 Z 40 % 70 MPH 15 FT 2x4 0 Z 20 Z 2x6 0 % 20 Z 70 MPH 30 FT 2x4 10 % 20 % 2.6 10 7. 30 % EXAMPLE: ASCE WIND SPEED — 100 MPH MEAN ROOF HEIGHT = 30 FT GABLE VERTICAL = 24" O.C. SP /3 T' REINFORCING MEMBER SIZE = 2X4 I'" BRACE INCREASE (FROM ABOVE) = 10% - 1.10 1) 2X4 "L" BRACE LENGTH = 6' 7" MAXIMUM T' REINFORCED GABLE VERTICAL LENGTH 1.10 x 6' 7- = 7' 3" p"" JTJRIl, ^' PLACES DRAWINGS GAB98117 876.719 & HC26294035 WARNING.- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INS HEDTALLINGANDBRACINGREFER7pHIE-91 (HANDLING INSTALLING AND BRACING), PUBLIS f W.j REF LET -IN VERT BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR, SUITE 200, MADiSON, W1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL V !!'' T •, GV •, DATE 10/24/01 SMYTH LUMBER CO. G. IMPORTANT. FURNISHLY CAECOPYIOFCTHISNDESIGN TO THE INSTALLATION CONTRACTOR. ALPINE DRWG GBLLETINI001ROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 17c Ig0'.42704 ENG DLJ/KAR272250UTHAPOPKA9LV0. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES DESIGN CONFORMS WITH 17 APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERI FOREST AND TPINE CONNECTORS ARE MADE OF OGA ATDS9 OF O 407- 2951522 PAPER NOTEDN) ASTMA653GR40GALVSTEELEXCEPTAAPPLYCONNECTORST E CH FACE OF A••' STATE TOT. LD. 60 PSF FAX: 407-299-9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER R. FAG. ANY PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORIZATION 19218,SUITABILITY DRAWINGS 160 A-2 THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE A14D USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. j Od 4`: j O < p ` O ` o, •••.......... OR • .• • (`,` i. FA.. .. AXSPACING24.0 VALLEY TRUSS DETAIL TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER. BOT CHORD 2X3(') OR 2X4 SP #2N OR SPF #1/#2 OR BETTER. WEBS 2X4 SP #3 OR BETTER. 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE). ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH 2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED 120 MPH WIND, ASCE 7-98, CAT H, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. CUT FROM 2X6 OR LARGER AS REQ'D 4-0-0 MAX ' 12 12 MAX.I— W2X4 W2X4 W2X4 8-0-0 MAX—i 16-0-0 12 12 MAX.1 W2X4 W1X3 W1X3 6-0-0 W1X3 (MAX SPACING) W2X4W1X3W5X4/SPL qW1X3 UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY IX4 "T"-BRACE, 60%. LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING, EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9". MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0". TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH: PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS INSTALLATION OR PURLINS AT 24" OC OR BY VALLEY TRUSSES LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES NOT EXCEED 12'0". BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN. NAILE ii W2X4 W4X4 F OPTIONAL STUB OPTIONAL HIP END DETAIL JOINT DETAIL 21R COMMON TRUSSES PARTIAL FRAMING 20-0-0 MAX (++) r AT 2 "..00 PLANa'tl/;lllllllluu SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING. a Q ./`//////G/// THIS DRAWING REPLACES DRAWING A105 VARNING-i TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, •• INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED `i '9j'•, TPI TC LL 30 30 40PSFREF VALLEY DETAILBY (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, VI. 537I9) FOR , SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,` TOP DL 20 15 7 PSF DATE 06/25/99CHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALESMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. N0.42704 I* C DR1YG VALTRUSS0699IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPI ROOF TRUSS DIVISION ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DL IO 10 10 PSF ENG MLH/KAR2722SOUTHAPOPKASLV0. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI) OR FABRICATING. * HANDLING, 1C LL 0 0 0 PSFSHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH- APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE •, STATE OF 407.299,1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE COf*JECTORS ARE MADE OF 20GA OT. LD. 60 57PSF55 ASTH A653 GR40 GALV. STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF O • FA%: 407-299-9153 •TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 0 IO P,•• 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i /` •••• Z a Q DRAWINGS G• PROFESSIONAL ENGINEERING ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE //i/ _ •(.`\ \\ DURYAC. 1.25/L331.151.15 SPACING 24' CERTIFICATE OF AUTTIORILtT10N M9219 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE v O RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 70 4\\\\\ CONVENTIONALLY FRAMED VALLEY DETAIL A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON TRUSSES AT 24" 0( NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEYSUPPORTINGTRUSSBRACINGDETAILS. RAFTERS B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. PARTIAL FRAMING PLAN VM61Uil 11ZVJJL,J Al ':°t UL. 3) 16d BOX NAILS, (3) 16d BOX 2) 16d BOX NAILS, TOE -NAILED THRU TOE -NAILED (2) 16d BOX NAILS, NAILS, TOE -NAILED CRIPPLE INTO RIDGE BOARD TOE -NAILED 3) 16d BOX NAILS D) (A) H3) 16d BOX NAILS RATED ( D) ( A) C) B) SHEATHING C) 4'0" TYP. (B) (3) 16d BOX GIRDER 9/9 1 zK I NAILS, TOE -NAILED 2) 16d BOX NAILS, TOE -NAILED (TYPICAL) SUPPORTING TRUSSES RATED SHEATHING CONNECTED TO AT 24" OC MAX SPACING TRUSS TOP CHORDS PER SPECIFICATIONS Z(3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATHING THIS DRAWING REPLACES DRAWING V105-CONV WARNING. TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING. N' - / TINSTALLINGANDBRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED a `• N/ 9C LL 3O 30 40PSF REF CONY. VALLEY BY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON. VI. 537197 FOR \ FSAFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED. ,i `t•[•'IFICLI••• fey DL ZO 15 7 PSF DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL ` V '11 ' SMYTH LUMBER CO. HAVE F PROPERLY ATTACHED RIGID CEILING n IMPORTANT• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE - •• ` ••• BCVL 10 10 10 PSF DRWG VALCONVF0699ROOFTRU55DIVISIONENGINEEREDPRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, NQ, 42704 -jJ* 0 0 0 PSF -ENG MLH/KARHANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE = * •TOT.=LD. 60 55 57 PSF407-299.1522 AMERICAN FOREST AND PAPER ASSOCIATIONI AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTH A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF SFAX: 407.299.9153 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OFDRAWINGS160A-2. THE SEAL ON THIS RAVING INUSCATES ACCEPTANCE OF PROFESSIONAL = O •.1C. L25/1.33 1.15 Ll5PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOWNTHE5 •. ACERTIFICATEOFAUTHORIZATION092) SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE / 0 • / C/ OA••• CING SEE ABOVEOFTHEBUILDINGDESIGNER, PER ANSI/TP[ 1-1995 SECTION 2. / ` `: A TOP CHORD 2X4 p2 OR BETTER BOT CHORD 2X4 #2 OR BETTER WEBS 2X4 #3 OR BETTER REFER TO SEALED DESIGN FOR DASHED PLATES. SPACE PIGGYBACK VERTICALS AT 4' OC MAX. PIGGYBACK DETAIL TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLTN SPACING 120 MPH WIND, ASCE 7-98, CAT Il, EXP, B, ENCLOSED BLDG., 30 FT. MEAN HT., 5 PSF TOP CHORD DEAD LOAD. FRONT FACE (E.* ) PLATES MAY BE OFFSET FROM BACK FACE PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X12 y2 OR BETTER A Al E 20' FLAT TOP CHORD MAX SPAN II JOINT SPANS UP TO TYPE 30' 34' 38' 52' A 2X4 2.5X4 2.5X4 3X5 B 4X6 5X6 5X6 5X6 C 1.5X3 1.5X4 1.5X4 1.5X4 D 5X4 5X5 5X5 5X6 E 4X6 OR 3X6 TRULOX AT 4' OC, ROTATED VERTICALLY ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX INFORMATION WEB BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'9" NO BRACING IX4 "T" BRACE. SAME GRADE, SPECIES AS WEB 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2X4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. PIGGYBACK SPECIAL PLATE ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF FABRICATION. ATTACH TO SUPPORTING TRUSS WITH 4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND SPACE 4' OC OR LESS. 00 o a o 0 0 0 0 0 0 0 00 u o 0 0 0 0 0 2" O O O 8 1/4" Al FACH PIULiTHAGK WFrH Jxtl 'FRULUX UR ALPINE PIGGYBACK SPECIAL PLATE. "III t04DfltAWiNG REPLACES DRAWINGS 634,016 634.017 & 847.045 TRUSSES REQUIRE EXTREME CARE 1N FABRICATING, HANDLING, SHIPPING. INSTALLINGINSTALLING AND BRACING. REFER TO M8-91 (HANDLING INSTALLING AND BRACING), PUBLISHED H/ iy MAX LOADING REF PIGGYBACK SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL T.......... ' FIF w Cq,• IQ y, y 55 PSF AT iDATE 06/25/99 SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING.: FURNISH 1.33 DUR. FAG. IMPORTANT— A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE v DRWG PIGBACKBO699 ROOFTRUSSDIVISION2722 SOUTH APOPKA BLVD. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPL OR FABRICATING, 1 SR ;• N O , 4 2 7 04 50 PSF AT ENG DLJ/KAR APOPKA, FL 32703 HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLEPROVISIONSOFNDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE j 5 DUR. FAC. AMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS 2 407. 2931522 ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF OF 47 PSF AT FAx: 407-29"153 III TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES STATE ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS S I.IS DUR. FaC. PROFESSIONALENGINEERINGERTIFICATE OF AUTHoaIUnoN M921 COMPONENT DESIGN SHOWN. THE SUITABILITY, AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE EUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2. y A" 4 / I QR1O`• cACING 24.0" BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD OR WEDGE SPECIES MAXIMUM REACTION MINIMUM BEARING AREA REQUIRED NAILS PER FACE WITH TRULOX PLATES DOWNWARD UPLIFT 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR -LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM -FIR 2126 ' 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE -PINE -FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 1 10 9 1 B 1 B 1 7 SOUTHERN PINE NON-DENSE1 2520# 1 1343 1.5" X 3.5" 1 9 8 1 7 1 7 1 6 I 4OWEDGE MAX+ 3X804/33X12 TRULOXLOX MAX 4 2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE DRAWING REPLACES DRAWINGS A115 A115/R & 884.132 WARNING.- TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO H18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED qNF/ TC LL PSF REF BC FILLER BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,`:-tFIC..'QTOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL V G- DL - PSF DATE 06/25/99 DRWG BCFILLER0699SMYTHLUMBERCO. HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT.- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE B% DL 10.0 PSF ROOFTRUSSDIVISION 2722 SOUTH APOPKA BLVD. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, N0, 42704 CELL - PSF ENG DLJ/KARHANDLING. SHIPPING. INSTALLING AND BRACING OF TRUSSES DESIGN CONFORMS WITH APOPKA. FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE TO LD. - PSF407-299,1522 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA FAX: 407-299-9153 ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE OF FAC.1.0/1.15/1.25/1.33DRAWINGS160A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL PROFESSIONAL ENGINEERING CERTIFICATEOFAUTHOIUUTIONN92I ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE AO ,•• t f.• ACING 24.0' RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. q O S A 4 STEPDOWN CORDER SET TOP CHORD 2X4 SO. PINE #2 N, SEE TABLE BELOW FOR HIPJACK GRADE 2 TYF BOT CHORD 2X4 SO. PINE #2 N WEBS 2X4 SO. PINE #3 7' HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL OVERHANG LENGTH*** MAX HIPJACK OVERHANG LENGTH"* SOFFIT WEIGHT 2 PSF 10 PSF 1-06-00 2-01-07 2 N 2 N 1-09-00 2-05-11 2 2 DENSE OR #1 N 2-00-00 1 2-09-15 1 #1 2 DENSE 120 MPH WIND, ASCE 7-98, CAT II, EXP. B, ENCLOSED BLDG., 30 FT. MEAN HT., 10 PSF TOTAL WIND DEAD LOAD. UPLIFT IS 350# UPLIFT IS 200# 5' CORNER SET SETBACK 3' 7' 0" 0 1' OR COMMON TRUSS( 1 HIP TRUSS J5 J3 J1 J Jl J3 J5 J7 J7 J7 J IF** 1 J 5 7 2' TYP. OPTIONAL VERTICAL WEB. USE W1.5X4 AT BOTTOM OF VERTICAL. USE W3X4 AT TOP OF VERTICAL AND DIAGONAL WEB. 2) 16d TOENAILS J1 I J3 HJ ** (3) 16d TOENAILS J5 ** J7 ** I 3.00 12 * 2.12 12 W2X4 TO % TO 6.00 ALTERNATE LOADING W2X4 i W2X5 W3X4 TCLL 20 PSF slMPsoN TCDL 20 MAX PSFT((ta2s BCDL 10 PSF 1 _ 1 TOT.LD. 50 MAX PSF 1 3' S' 7 * * * 9=(0-13 OVER 2 SUPPORTS DUR. FAC. 1.25R=463y. W=3.50" R=6520, W=3.50" a END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES DRAWING HC1(795029 WARNING-. TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING. SHIPPING. INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDAr- Y N/ LL 30 MAX PSF REF 7' STBK CSBYTPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR jSaFETYPRACTICESPRIORTOPERFORMINGTHESEFUNCTIONS. UNLESS OTHERWISE INDICATED, , 'tlF Cq••.DL 15 AIAX PSF DATE 06/25/99TOPCHORDSHALLHAVEPROPERLYATTACHEDSTRUCTURALPANELSANDBOTTOMCHORDSHALL •^ •• •••SMYTH LUMBER CO. HAVE A PROPERLY ATTACHED RIGID CEILING. 1 J I• IMPORTANT.- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE A Bl. -PL 10 PSF DRWG CS7SBK3AO699ROOFTRUSSDIVISIONENGINEEREDPRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 2722 SOUTH APOPKA BLVD. DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, - _ * No• 42704` ,L 0 PSF —ENG SJP/KARHANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES DESIGN CONFORMS WITH APOPKA, FL 32703 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE = * OT= LD. 55 MAX PSFaMERICANFORESTANDPAPERASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20Ga407.2991522 3 iARUSRANDGUNLESSGatTSTEELEXCEPTASNOTED. APPLY CONNECTORS TO EACH FACE OF • STATE OFFAX: 407.299-9(53 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL 00 FAC. 1.33PROFESSIONALENGINEERINGENGINEERINGRESPONSIBILITYSOLELYFORTHETRUSSCOMPONENTDESIGNSHOW14THEi /y A • " SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE ' "O••• I • ` ACING SEE ABOVEERTIFICATEOFAUTHORIiAT10NN9218RESPONSIBIIITYOFTHEBUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2. ti k '•• 4 In Q IQ •• Nay CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 2X8 2 ROWS 2X6 2-2X6(*) T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE GR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. SMYTH LUMBER CO. ROOF TRUSS DIVISION 2722 SOUTH APOPNA E1LVO. APOPKA, FL 32703 A07-299-1522 FAz: A07-2999153 PROFESSIONAL ENGINEERING CERTIFICATE OF AUTHORRATION X92 1BT- BRACING OR L- BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACING: T- BRACE OR L- BRACE APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH WARNING- - TRUSSES REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H19-91 (HANDLING INSTALLING AND BRACING), PUBLISHED \ / i 1F1C. 4 F,pBYTPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR i4 , ...••.• SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, i TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL . ; G •,• HAVEAPROPERLYATTACHEDRIGIDCEILING. IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINERED ON FRO14 THIS DESIGNSANFAILURETOBUILDHETRUSSESINCONFORMNCEWITHTPIUlRS'NC SHALL NOT HE OFOR ANY TIOR FABRICATING, NO. 42704 HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS ( NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF STATE 0 F TRUSS AND, UNLESS OTHERWISELOCATEDONTHISDESIGN, POSITION CONNECTORS PER Z i•Q DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE i ••• A SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE O•, O o 1 O T;•_ RESPONSIBILITY OF THE BUILDINGDESIGNER, PER ANSI/TPI 1-1995 SECTION 2.N At T-BRACE L-BRACE THIS DRAWING REPLACES DRAWING 579,640 LL DL DL LL PSF PSF PSF PSF REF CLB SUBST. DATE 06/25/99 DRWG BRCLBSUB0699 EIJG MLH/ KAR I LD. PSF P. FA ACING c