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Home My WebLink About171 Bristol Forest Trl - BR03-002380 - SFRPERMIT ADDRESS SUBDIVISION PC69cm 0c- CONTRACTOR ADDRESS Centex Homes 385 Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 407-661-2176 PHONE NUMBER CGC 049689 PROPERTY OWNER— NMNMARRN ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE PERMIT # DATE PERMIT D PERMIT VALUATION SQUARE FOOTAGE w i Description of Work: Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing t/ Fire Sprinkler/Alarm Po41, Electrical: New Service — # of L AMPS Addition/Alteration Change ofService Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Ca1F. Required.) Plumbing/ New Commercial: of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Alci 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 other than X) Parcel #: Attach Proof of Ownership & Legal Description) Owners Name & Address:`{. Phone: Contractor: Name &Address: %rlR4Aw L 1q tar 14G 6a roSS -S7 !E, Pte,4• 4+ 1-2 Staten( License Number: C r` C — ©S pPhone& Fax: 0,/ ? 3s ppCS!af'' cs%&Z Contact Person: tk Phone: Bonding Company: Address: 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 coma ertced 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 regidating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT. Ilq YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that l aill notify the owner of the property of the requirements of Florida Lien Law,F"S 713. Signature of Owner/Agent Date Signature ofContractor/Agent Date Print Owner/Agent's Name not Contractor agent's Name14„ M-__ Signature of Notary -State of Florida 0xk-ner/Agent is Personal)\ <nown to Vle or Produced ID Date Iv ,$ignature of IN1_> 5I r; Contractor/A21s_, , Producec :D fWoridalO ANN M. JOFIN•RW MY COMMISSION # CC 9211808 EXPIRES: March 23,'004 Sonde FM: A1111LICA-1 ION APPROVED BY: Bldg: Zoning: uit. i,S: FD: Initial & Date) (Initial & Date) (Initial & Date) (Irmtial & Dat, special Conditions: Permit # . 0 Job Address: ) / 2 Description of Work: Historic District: CITY OF SANFORD'PERMrr APPLICATION 3,50 Zoning: Value of Work: Date: 013 Permit Type: Building Electrical M h 1 PI b' F. S ' kl -JAI Electrical: New Service — # of ,9MPS Mechanical t. Residential Non -Residential _ Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of W r Closets Occupancy Type: Residential Commercial ec antca um tng Addition/Alteration Replacement New of Water & Sewer Lines Industrial tre pnn er A arm PoQI Change of Service Temporary Poles Duct Layout & Fnergy Cali. Required) of Gas Lines Plumbing Repair— Residential or Commercial _ Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required:. for. o ti c-r th_aa X) Parcel #: Owners Name & Address: Attach Proof of Ownership & Legal Description) Phone: Contractor Name & Address: *AIR T s° AYR rO a y 000 _ TZ _ t SR _ _ ate Licensee Number- (• vp r Rt' Phone &Fax: _ 0 ` j$q y '' .°T c i / 1371 1 lOI 78AQ % Po#ie'iP 3 `©% Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to tire 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 alfapplicable, laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT W YOUR I'/i5`ING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR All ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this propertythat'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 ft dc el agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Flo da m tiv; FS 7 Signature ofOwner/Agent Date a/ 0 tu of C.on ct :Agent Date daePrintOwner/Agent's Name Print Contractor Agent's Name Signature of Notary -State of Florida Date Signature of No_ry-State of Florida Date Owner/Agent is Personalh Known to ,Me or Contractor/Aee': a Person lf, Known to Me or Produced ID Produce.' :D APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: L; .:::es: FD: Initial & Date) (Initial K Date) (Ir ial & Datc IL" MIRIND ti MY COMMISSION 4 DD 217.893 a= EXPIRES: June 14, 2007 or FLoe. Bonded Thru Notary Public Underwriters o S-06-203 12:S2PM FROM fi CCTV OF SANFORD PERMIT APPLICATION Permit#:y --`-" t Date: _ Job Address; Description of Work:Yrw i P. 1 Historic District: Zonlag:j Value of Work- S Permit Type: Building Electrical X Mochanical Plumbing__ Firc Sprinkler/Alarm PoQI Electrical: New Service # OODofAMPS Addition/Alteration Change of Service Temporary Polc Mechanical: Residential Non -Residential Replacement Now (Duct Layout & }raergy Galin Required) Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residenaal or Commercial Occupancy Type: Residential Commercial industrial Total Square Footage: Construction Tyne: # of Stories: of Dwelling Units: Flood Looe: (FEMA form required for other tl;au X) P srcel ri: Atrsch Proorof Ownership & Lepl Description) Owocfs Name & Addrms: Centex Homes 385 Douglas Ave. Suite 2000 Al tamnnte Springs, FL 32714 Phone: 407-661-2150 Cot)tc;otorNamc&Addrem:— Approved Electric Co, of Florida 4874 S. Orange Ave. Orlando .. FL 32806 State Licease Number: EC0002494 Phone &Fax: Fax 407-851-1226 ContactPerson.john Findlay Fhonc: 407-851-1220 Bonding Company: addre's.c lort1,agc (_ender: Aodctss ArCltittcL/En'incer. A00ri.ss Phone: V nx: Application is hereby made to obtain a pumitto do the work and installations as indicated. I ctrti fy that no work or installation has commenotd pntr i,c ssuancc of a permit and that all work will be perfomxd 10 meet standards of all laws regularing oonstruction in this jurisdiction. I understand that a separdicpzrrniimustbesecuredforELECTRICALWORK, PLUMBING.SiGNS, FELLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, andAIW(70NDITIONERS, etc. OWNER'S AEFiDAV rr: I certify that all of the foregoing information is accunte and that all work will be done in compliance with all applical,ir. iu <: ct:ulannFconspu.cdon and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY R.&SUI,1' IN',, TWICE FOR 1MPROV5MENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A171af3N'EY BEFORE RP•CORDING YOUR NOTICE OF COMMENCEMENT, NOTI(7: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records ofhisccwnry, and there may be additional permits required from other governmental entities such as water management districts, stale ugencics, or redci it uCrncica Actep:arcc of perrnit is verification that I YAII notify the owner of the property of the requi Signature Of Owner/Agent i':ict Owner/Agent's Namd S:9,na;ure of Notary -State of Florida Owner/Agent is Pcrsonalh ,Kno,kTi to Me or f'.rnduc tl ID onttactor/AgCni Datc Charles Cannon _ Print Contactor Agent's Name slurp ol'Kn ry-State of flondt pore F;w; 9rPATRIEIAA. KADLAC p sMY tAMMiSSiON # DD013206 ('oniract r/Accr: is I crsunai;% Know_— PIojui:" : , i) _ EXPIRES: March 28, 2005 i=80a-NcTARY FL Notary Service & Bonding, Inc. , K: t' ;ON AiTROVED f3Y: Uidg:... Initial &.I.)alr) (Initial r Dalcl (lilili l K i)ulcl (lint l O'',; Date COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75563 BUI ECOUNTY NUMBERa UNIT ADDRESS OWNER NAME: ADDRESS: _ _ _ APPLICANT HAME: ADDRESSx ------/- -- y-'-------- ----- --- -- - '7 i"01,11) USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residentia1 WORK DESCRIPTION: Single Family House: Detached - Construction | F--EE----_--__--B-E-N-E-F-I-T ------R-A-T-E----_-_----U_-_IT_-_AT—ETWIT-At _&--T-Y-P-E ---- TOTAL- U_E-- TYPE DIST SCHEDULE DEGC. UNIT OF UNITG ROADS -_----_------_-__--_--_-__--__----__----------_----_---_-----_--_--------_ ARTERIALS | CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS X}LLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 / LIBRARY CO -WIDE O ° dwl unit $ 54,00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384,00 UE 2,285.00 STATEMENT RECEIVED BY: PLEASE PRINT NAME) DATE/ v__ NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NATE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. pERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER!, TO APPEAL. THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR QCCUPANCY. THE REQUEST'FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHO0-D BE BY CHECK OR M0KEY ORDER, AND SHOULD REFERENCE THE STATEMENT NVMBER AND CITY BUILDIN8 PERMIT NUMBER AT THE TOP i.EFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 171 BRISTOL FOREST TR for which permit 03-00002380 has heretofore been issued on 7/22/03 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 5' complies with all the building, plumbing, elect cal, oning 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 O'S 'D J a,j Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In (f3 Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage 1\ Paved Maintenance Bond PUBLIC WORKS: Street Name Signs Street Lights Storm Sewer Driveway Street Work FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 9/02/03 10.00 01-APPLCTN FEE -BUILDING 7/23/03 10.00 01-APPLCTN FEE -MECHANIC 9/09/03 10.00 01-APPLCTN FEE -PLUMBING 8/05/03 10.00 02-ENGNG DEVLPMT FEES 7/23/03 10.00 01-FIRE IMPACT - RESIDENT 7/23/03 59.27 01-LIBRARY IMPACT FEE 7/23/03 54.00 01-OPEN SPACE 7/23/03 279.61 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 171 BRISTOL FOREST TR for which permit 03-00002380 has heretofore been issued on 7/22/03 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-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 7/23/03 91.93 7/23/03 10.80 7/23/03 847.00 7/23/03 10.81 7/23/03 1384.00 7/23/03 650.00 7/23/03 1700.00 14. 0 lk MY5 6-1r-4i) I 25 6?> OWNER BUILDING OFFICIAL DATE i l a CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: \\- a\ PERMIT #: C 3 ADDRESS: \i \ CONTRACTOR: PHONE #: y0`i y\o\o- The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering Public Works Utilities Fire Y--\ OZoning ( DLicensing n ( CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) W CERTIFCATE OF OCCUPANCY GtJS REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: c) ADDRESS: CONTRACTOR: PHONE #: ( y"— The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering OFire Y' 19D Public Worksr rn OZonin ( l; Utilities OLicensing c N CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) W CERTIFCATE OF OCCUPANC)P ; REQUEST FOR FINAL INSPECTI&INh ; ; s SINGLE FAMILY RESIDENCE*** ;> ; i DATE: N, _ PERMIT #: C 31 ' ~ v s 83 Q o co ; ADDRESS: al. A. to , CONTRACTOR: PHONE #: ( Rio'N y The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Enginee Public V tilities Fire ( Zoning ( Licensing (---, x CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) w FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1.7. SECTION A - PROPERTY OWNER INFORMATION O.M.B. No. 3067-0077 Expires December 31, 200E For Insurance Company Use. BUILDING OWNER'S NAME Policy Number CENTEX BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 171 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 57, PRESERVE cr7i LAKE MONROE 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): t or ##.##### : NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B • FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIPCOMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME . 83. STATE SEMINOLE COUNTY 120294 SEMINOLE I FLORIDA 84. MAP AND PANEL I B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) 1 NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 1202940035 E 4/17/95 4117/95 X N/A C IU. Indicate the source or the Case Flood Elevation (BFE) data or base flood depth entered In B9. - P FIS Profile E FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: E NGVD 1929 NAVD 1988 Other (Describe): 8_12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes E No Designation Date SECTION C • BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* E Finished Constriction' 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, V1-00, V (with BFE), AR, ARA, ARIAE, AR/A1-A30, ARIAH, ARIAO . Complete Items C3: a4 below according tothe building diagram specified in Item C2. State the datum used, If the datum is different from the datum used for the BFE in F 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 Conversion/Comments_ Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes E No`_ o a) Top of bottom floor (including basement or enclosure) 14. 5 ft.(m) o b) Top of next higher floor N/A. ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) N ro o d) Attached garage (top of slab) E. 3 O) E .1 ; o e) Lowest elevation of machinery and/orequipment Uu servicing the building (Describe in a Comments area) 14.2 ft.(m); a t o f) Lowest adjacent (finished) grade (LAG) 11. 9 ft.(m) Z . ' o g) Highest adjacent (finished) grade (HAG) 14. 7 ft.(m) . o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 '" _7P, o i Total area of all permanent openings flood vents in C3.h 0Pe( ) sq. in. (sq. cm) SECTION D • SURVEYOR, ENGINEER, ORARCHITECT 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: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY UATE 21P COM 320 E. SOUTH ,T]Rlll T .180 , 1 ORLANDO FIL 32803 SIGNATURE DATE TELEPHONE 10/30/03 (407) 426-7979 FEMA Form 81-31, January 200.3 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. • For Insurance company use: BUILDING STREET ADDRESS (Including Apt, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 171 BRISTOL FOREST TRAIL CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4, If the Elevation Certificate is intended for use assupporting information for a LOMA or LOMR-F, Section C must be completed. Ell. Building Diagram Number _(Select the building diagram most similar to the building forwhich 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) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use I natural grade, if available). E5. For Zone AO only: Ifno flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodpiain management ordinance? Yes No Unknown. The local official must certify this information in Section G, SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION 1___.______.__7_.77177________a_7.._..L______i_a__n_77__ A nnni____—L-__J--] ..1 __Jrf__7___nc.YL_.1—Ill IA s NivNv.ty vrnH v, vrni 1oauu.v- i P1. uauvc knv..w v ., a,ivv Zvi IV, a, iu"i 1wiisn k.rm.vua ai ......u....J_ issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE COMMENTS DATE TELEPHONE Check here if attachments SECTION G • COMMUNITY INFORMATION (OPTIONAL) The local official who is 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 Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to rrdifv elevation information. (Indicate the source and date of the elevation data in the Comments area helow.l I G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community -issued 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 I COMMENTS Check here ifattachments Form 81-31, January 2003 Replaces all previous editions PLAY OF SURVEY DESCRIPTION: (AS FURNISHED) LOT- 57, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES7;12-15 OF THE PUBLIC" RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR, ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6,, SEC. 6-7(A). PT CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY 1" 30' COMMERCE TITLE INSURANCE COMPANY c,/rr2A y., - - GRAPHIC SCALE- CTX MORTGAGE COMPANY, LLC c°eossb- 00 15 30 5. Q= 0`10'39" L= 0.54' R= 175.00' CB= S54'17'51 "E C= 0.54' LOT 56 P° Qcp Q-M J~ F S 1 STD ryqPCa A2 SIT ; ° nc/ry.:.;•, •:. A9 ry"9r" co, PI eR/ rodFN <oF OOk ORfsr o0 yJi 14.4 p 0" p< S o 4. 5 Nc 62S T VQSOFTc y NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE pcgr BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/ FOUND ON 10-28-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLANE ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. - BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINE OF LOT 57 BEING N 35'36'49" E PER PLAT. FIELD DATE:) 7-24-03 REVISED: SCALE: 1" = 30 FEET APPROVED BY: WRM ASM39671 FINAL 10/28/03 CKB JOB NO. FORMBOARD 08/4/03 CKB DRAWN BY: PLOT PLAN 12-12-02 CKB LOT 58 LEGEND FND 12" IRON ROD BUILDINGSETBACKLINE. O NO ID/(10/ 9/03) CENTERLINE FND NAIL AND DISC' RIGHT OF WAY LINE LB #66 (10/29/03) - EXISTING ELEVATION FND 1/2" IRON ROD AND CAP CONCRETE 0 LB #6393 (10/29/03) CNA CORNER NOT ACCESSIBLE LB LAND SURVEYING BUSINESS p DENOTES DELTA ANGLE LS LAND SURVEYOR L DENOTES ARC LENGTH PRMPERMANENTREFERENCEMONUMENTC.B. DENOTES CHORD BEARING PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE P) PER PLAT PI DENOTES POINT OF INTERSECTION M) MEASURED PRC DENOTES POINT OF REVERSE CURVATURE FND FOUND - PT DENOTES POINT OF TANGENCY C/ W CONCRETE WALK TYP TYPICAL 5/ W SIDEWALK - - A/C AIR CONDITIONER. - CPCONCRETEPADCBWCONCRETEBLOCKWALL - CS CCONCRETE SLAB CHORD LENGTH RP RADIUS POINT PK PARKER KALON OHU OVERHEAD UTILITY LINE R , RADIUS ID IDENTIFICATION POC POINT OF CURVE _ POL POINT ON LINE ORLANDO, FLORIDA 32801 ( 407) 426-7979 PCC POINT OF COMPOUND CURVE HEREBY CERTIFY, THAT THIS BOUNDARY URVEY, SUBJECT TO THE SURVEYOR'S NOTES ONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH Y THE FLORIDA BOARD OF PROFESSIONAL URVEYORS AND MAPPERS IN CHAPTER 1G17- 6, FLORIDA ADMINISTRATIVE CODE URSUANT TO CHAPTER 472.027, FLORIDA TATUTES. FOR lw t THE FIRM ILLIAM R. MU CATELLO JR. PSM#49 8 DATE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1.7. SECTION A - PROPERTY OWNER INFORMATR O.M.B. No. 3067-0077 Expires December 31, 200E V For Insurance Company Use: BUILDING OWNER'S NAME Policy Number CENTER BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 171 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 57, PRESERVE d7i LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, f necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: El GPS (Type): or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA I i B4. MAP AND PANEL 67. FIRM PANEL B9. BASE FLOOD ELEVATIONS) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISEDDATE B8. FLOOD ZONE(S) Zone AO, use depth offlooding) 1202940035 E 4/17195 4/17/95 X NIA E31 U. Indicate the source of the 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): _ 612. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No, 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 6and 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, ARIA, ARIAE, AR/Al-A30, ARIAH, ARIAO Complete Items C3.-a4 below according to the buildingdiagram specified in Item C2. State the datum used. Ifthe 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 Conversion/Comments - - Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or enclosure) 14. 5ft.(m)ca o b) Top of next higher floor N/A ft.(m) C/) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o o - ri o d) Attached garage (top ofslab) 14, 3 ft.(m) 0 o e) Lowest elevation of machinery and/or equipment w ,,. servicing the building (Describe in a Comments area) 14.2 ft.(m) E I o f) Lowest adjacent (finished) grade (LAG) 11.9 ft.(m) z ' o g) Highest adjacent (finished) grade (HAG) 14. 7 ft.(m) o h) No. of permanentopenings (flood vents) within 1 ft. above adjacentgrade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized bylaw to certify elevation. information. I certify that the information in Sections A, B, and Con 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: WILLIAM R. MUSCATELLO, JR.. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH TR .180 ORLANDO FL 32803 SIGNATURE 1f DATE TELEPHONEKJ/1*h&1 10/30/03 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions i IMPORTANT: In these spaces, copy the corresponding information from Section A.' For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Su'ie, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Poricq Number 171 BRISTOL FOREST TRAIL CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) i Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. ! COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; I MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT i 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, i I Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building forwhich 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) above or below (check one) the highest adjacent grade. (Use I natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higherfloor orelevated 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 ofthe 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 Il 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 FEMAassued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are coned to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME l ADDRESS CITY STATE ZIP CODE i SIGNATURE DATE TELEPHONE l9 COMMENTS I I 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 Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, orarchitect 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. Acommunity official completed Section Efor a building located in Zone A (without a FEMA-issued orcommunity -issued BFE) or Zone AO, G3. The following information (Items G4-G9) is providedfor community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as built lowest floor (including basement) ofthe 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 Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 57, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS ^ +' STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). PT CERTIFIED TO AND FOR 'THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY \ (r°S 1" 30 COMMERCE TITLE INSURANCE COMPANY T,c,/r?'+16- - - GRAPHIC SCALE CTX MORTGAGE COMPANY. LLC 'p0,J50-0s:/d 0 - ,15 30 O • SPC L=0.54' 6"F ±, SS R,,Qc. f ' R=175.00' CB=S54'17'51' E C=0.54' ,,_ SSQ• \ . 11.22 S ( / h S°. , 3• Pyl /9 9LOT56 , .. o :::• oP"R N o" s pf SA • Soy p090 NOTE FR ysqC% c 1. ALL DIRECTIONS AND DISTANCES HAVE p gtJ BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED .ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 10-28-03. UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4..NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED _EXCEPT AS -SHOWN. 5..NOT VALID WITHOUT THE SIGNATURE AND THE, ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I I4AVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINE OF LOT 57 BEING N 35 36.49" E PER PLAT. FIELD DATE:) 7-24-03 REVISED: SCALE: 1' = 30 FEET APPROVED BY: WRM JOB NO. ASM39671 FINAL 10/28/03 CKB FORMBOARD 08/4/03 CKB DRAWN BY: PLOT PLAN 12-12-02 CKB FND 1/2" IRON RODBUILDINGSETBACKLINEONOID. (10/29/03).1, CENTERLINE FND NAIL AND DISC RIGHT OF WAY LINE 1 s LB #68 (10/29/03) 4.35 EXISTING ELEVATION OLBD#63931/2"1(10/29/03)ND CAP- - CONCRETE CNA CORNER NOT ACCESSIBLE LB LAND SURVEYING BUSINESS 0 DENOTES DELTA ANGLE LS LAND SURVEYOR L DENOTES ARC LENGTH PRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE P) PER PLAT - PI. DENOTES POINT OF INTERSECTION M) MEASURED PRC DENOTES POINT OF REVERSE CURVATURE FND FOUND PT DENOTES POINT OF TANGENCY C/W CONCRETE WALK TYP TYPICAL - S/W. SIDEWALK A/C AIR CONDITIONER - CP CS CONCRETE PAD CONCRETE SLAB - CBW CONCRETE BLOCK. WALL C CHORD LENGTH RP RADIUS POINT ' PK PARKER KALON CHU OVERHEAD UTILITY LINE` - R RADIUS ID IDENTIFICATION POC POINT OF CURVE POL POINT ON LINE . PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT,,T.O THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G1776, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.0,27, FLORIDA F, STATUTES. I r n ( V . 32801 (407) 426-7979 FOR THE FIRM AM R. MU CATELLO JR. PSM#49 8 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 57, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). PT CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE -TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY \ 04`F2p 6', - GRAPHIC SCALE CTX MORTGAGE COMPANY, LLC 0S10 09?+ 0 15 30 Ss O \ 6=0°10'39" L=0.54' R=175.00' C13=S54'17'51 "E C=0.54' 9TT•1' Fop <,v0.90 SG NOTE: %Rq Ir1% 1. ALL DIRECTIONS AND DISTANCES HAVE p< qTj BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 10-28-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035,E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLANE ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON'ARE BASED ON THE WESTERLY LINE OF LOT 57 BEING N 35'36'49" E PER PLAT. FIELD DATE:) 7-24-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO, ASM39671 FINAL 10/28/03 CKB FORMBOARD 08/4/03 CKB DRAWN BY: PLOT PLAN 12-12-02 CKB 19/p/ TOks°. F 11.22 cepRcyTFzN 9 y 79`j9 . k 7 1(^1 \ PI FND 1/2" IRON RODBUILDINGSETBACKLINE. O NO ID. (10129103), CENTERLINE FND NAIL AND DISCALBRIGHTOFWAYLINEN68 (10/29/03) 14.35 - EXISTING ELEVATION- FND 1/2"IRON ROD AND CAP0LB #6393 (10/29/03) CONCRETE CNA CORNER NOT ACCESSIBLE LB LAND SURVEYING BUSINESS DENOTES DELTA ANGLE LS. LAND SURVEYOR L DENOTES ARC LENGTH PRM PERMANENT REFERENCE MONUMENT. C.B. DENOTES CHORD BEARING. PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE P) PER PLAT PI, DENOTES POINT OF INTERSEC71ONM) MEASURED PRC DENOTES POINT OF REVERSE CURVATURE FND FOUND PT DENOTES POINT OF TANGENCY C/W CONCRETE WALK TYP TYPICAL SW SIDEWALK .- A/C AIR CONDITIONERCP.. CONCRETE PAD COW CONCRETE BLOCK WALLCS C CONCRETE SLAG CHORD LENGTH RP RADIUS POINT PK PARKER KALON OHU OVERHEAD UTILITY LINE R RADIUS ID IDENTIFICATION POC POINT OF CURVE POL POINT ON LINE FCC POINT OF COMPOUND CURVE I HEREBY.CERTIFY, THAT THIS BOUNDARY SURVEY; SUBJECT TO THE SURVEYORS NOTES CONTAINED HEREON MEETS THE APPLICABLE' MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL . SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. RICAN SURVEYING & MAPPING ICATION OF AUTHORIZATION NUMBER LBb6393 520 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 A 1 ( A00 FORITHE FIRM LLIAM R. MU CATELLO JR. PSM#49 8 DATE Permit # : O — Job Address: CITY OF SANFORD PERMIT APPLICATION ate: A, lyA /i.l ., . 7 . Description of Work: CONSTRUCT CONCRETE BLOCK SING FAMILY DWELLING Historic District: Zoning: Value of Work: $ /7l0 i `7 Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole_ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. 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 X' Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel#: 22-19-30-502-0000-057 0 (Attach Proof of Ownership& Legal Description) Owners Name & Address: CENTEX HOMES, 385 DOUGLAS AVE . STE . #2000 , ALTAMONTE SPGS . , FL 32714 Phone: 407-661-2176 Contractor Name&Address: PATRICK J. KNIGHT/CENTEX HOMES (SAME AS ABOVE) State License Number: CG C049689 Phone&Fax: 407-661-2176/661-4089 ContactPerson: JACKIE CAINES Phone: 407-46772643 Bonding Company: NA Address: Mortgage Lender: NA Address: Architect/Engineer: HURRICANE ENGINEERING Phone: 407-774-9003 Address: P-O-BOX 161613, ALTAMONTE SPRINGS, FL 32716 Fax: 407-774-8477 Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable 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 COMMF..NCEMENT. 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 1 will notify the owner of the property of the requirements Li,,13. Signature of Owner/Agent Date Signature o Contractor/Agent Date 2003 PAT KNIGHT Print Owner/Agent's Name Print Contractor/ Agent's Nv re 2 7 2003 to , rrX ail Jd ! SignatureofNotary -State of Florida Date Stgnaturc of Nohry St ego 1 londa Da"te1:` a y t,,f, O;•• Dondcd Phi j N0121yPublic br,nuI, rn:m I Owner/Agent is _Personally Known to Mc or Contractor Argent is X'X nIly Know`tl"`n"to"'Ivi o ProducedID _ Produced ID APPLICATION APPIZOVED BY: I31dg_ Zonine: Initial & Date) Special Conditions: Initial & Date) Utilities: FD: Initial & Date) ( Initial & Date) Cityof Sanford Building Divisiong Submittal Requirements for Residential Building Permit 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). 2. Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs, bathroom fixtures, and distances from walls. **The State of Florida requires bathroom compliance with Florida Accessibility Code. C. An elevation of all exterior walls - east, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections. e. Framing plan for floor joists where conventionally framed_ Plan is to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses. 4 g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: 1. Garages/Carports 3 / sq. ft. 2. Porches/Entries sq. ft. 3. Patio(s) sq. ft. 4. Conditioned Structure _ sq. ft. i. Total Gross Area/(p sq. ft. 3. Three (3) sets of completed Florida Energy Code Forms. 4. Soil analysis and/or soil compaction report. if soils appear to be unstable or if structure is to be built on fill, a report may be requested by the Building Official or his representative. I 5. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b_ Septic tank permit issued by Seminole County Health Dept- C. Arbor permit when trees to be removed from property. Contact the Engineering Dept. for details regarding the arbor ordinance and permit. d. Seminole County Road Impact fee statement- C. Property ownership verification. f. Driveway permit issued by City Engineering Department. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. [f electrical, mechanical, or plumbing permits havenot been issued. inspections will not be scheduled or made and subcontractors will be subject to penalty under city ordinances. SUN 2 7 200 Date Owner/Agent Signatu Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL t Serct mino1c t (mr tmn 4"prn s, 0*4PP1V3a J r'iFVK rx 1 101 K, pints(. 1.10 rd 1-1 32771 i11;4g-751W 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market 22-19-30-502- S 3-SAN FO RD Parcel Id: 0000-0570 Tax District: WATERFRONT Number of Buildings: 0 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX Exemptions: HOMES Depreciated EXFT Value: $0 Land Value (Market): $13,680 Address: 385 DOUGLAS AVE STE 2000 Land Value Ag: $0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $13,680 Property Address: 171 BRISTOL FOREST TRL SANFORD 32771 Assessed Value (SOH): $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $13,680 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount: Find Comparable Sales within this Subdivision 2002 Taxable Value: LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 57 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 13,680.00 $13,680 PGS 12 - 15 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax urposes. If you 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=221930502000005 7(... 6/29/03 CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661 -21 50 Fax: (407) 661 -4089 www.centex-orlando.com TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jac"e Caines or Nan Holmes to sign permit. applications and energy calculations.for any lots owned by Cented Homes, obtain permits for same and receive Certificates of Occupancy, in my name and license, for the subdivision and lot specified below: SUBDIVISION: RESERVE AT LAKE MONROE PATRICK J. KNIGHT CGC049689 STATE OF FLORIDA LOT_ ;q2 COUNTY OF SEMINOLE The foregoJUN 2L7slxument was acknowledged before me this 3 by Patrick J. Knight, Division President of Centex Homes - Orlando). He is personally known to. me and did not take an oath. i- -I -ilt NOTARY- PUB KIMBERLY Ft" BROWN i;'Al i0n,l #DD 098590 S e:XP1RES: ileac?h 9. _UOw7' 9g` BordddThruNotary Pubiicocierwriters r" _- CENTEX HOMES ROGER DIXON, INTERIM CITY MANAGER CITY OF SANFORD 300 NORTH PARK AVENUE SANFORD, FL 32771 Re: ESTOPPEL LETTER Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661 -4089 www.centexhomes.com via HAND DELIVERY This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the CityofSanfordandas1hebasisfortheissuanceofPermitNo. for the followingwork: LOT .5 PRESERVE AT LAKE MARY SINGLE FAMILY RESIDENTIAL (SFR) CENTEX HOMES hereinafter referred to as the "Owner",recognizes that issuance of Permit No. will be made with numerous limitations as more particularlysetforthherein. The Owner recognize that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or building(s) from any applicabledevelopmentregulations. - By issuing Permit No. , the City does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the PROPOSED SFR until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations_ The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above -referenced project or Oy CE NaM A e o o CENTEXHOMES ROGER DIXON, INTERIM CITY MANAGER Pape 2 the issuance of Permit No. The Owner also agrees to the following as additional conditions for Permit No. The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this document. WITNESSES: (Owner) Sign ture Pri ted J yped Name ignature Y) I e-,v A - rd Printed J Typed Nar6 STATE OF FLORIDA ) COUNTY OF SEMINOLE ) Signature PATRICK J. KNIGHT Printed / Typed Name Title DIVISION PRESIDENT The foregoing instrument was acknowledged before me this JU' 2 7 2003day of by PATRICK J. KNIGHT - as DIVISION PRESIDENT for CENTEX HOMES O who is personally known to me or 0 who produced their Florida Driver's License as identification. 011 DONKiNIFRIVAEF5IGv J /U Notary ublic Print Name: My Commission Expires: Iuniamnlnuoil um This Instrument Prepared By: NAME: Debra A. Riggs -Centex Homes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Permit No. NOTICE OF COMMENCEMENT MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04888 PG 0365 CLERK' S # 2003111181 RECORDED 06/30/2003 Wi0i53 AM RECORDING FEES 6.00 RECORDED BY L McKinl®y SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE THE UNIJERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: LOT , PRESERVE AT LAKE MONROE Recorded in Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 2. General Description of Improvement: SINGLE FAMILY DWELLING 3. Owner Information: CENTEX HOMES 385 Douglas Avenue, Suite 2000 ALTAMONTE SPRINGS, FL 32714 Interest in Property: FEE SIMPLE INTEREST Name of Fee Simple Titleholder: N/A / 4. Contractor: /CENTEX HOMES. 385 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 Phone: ( 407) 661-2150 Fax: (407) 661-4089 5. Surety: N/A Amount of Bond: N/A CERTIFIED COR MARYANNE MOPAS CLERK OF CIRCUIT COU SEMI OLE C 0 N 3 0 2003 6. Lender: N/A 7. Persons within the State of Floridadesignated by Owner upon whom notices or other documents may be served as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: ( 407) 661-1150 Fax: (407) 661-4089 8. In additiori to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: NONE 9. Expiration date of Notice of Commencement (the expiration is date is 1 year from the date of recording unless a different date is sp ified) Debra A. Riggs OFFICE MANAGER FOR CENTEX NORM, 385 DOUGLAS AVENUE SUITE 2000, ALTAMONTB SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS JUN 2 7 2003 BY DEBRA A . RIGGS" OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION WV4 2728 HOLDING CORPORATION, A NEVADA CORPORATION, DEBRA A. RIGGS IS PERSONALLY KNOWN To MEAND DID NOTTAKE ANOATH. ami - 6,eXLNOTARY PUBLIC JACKIE CAINES Notary Public State of Florida My Commission Expires Jan 21, 2004 Commission # CC891727 PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 57, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPERVIOUS CALCULATIONS (LOT ONLY) SQUARE.FOOTAGE (UP TO CURB) LOT 57 UP TO CURB CONTAINS 6800 SQUARE FEET t THIS STRUCTURE CONTAINS 2120 SQUARE FEET PT CONCRETE 824 SO. FT. ± INCLUDING (SIDEWALK/APRON) TOTAL SOD 3856 SO. FT. ± LOT 57 CONTAINS 6250 SQUARE FEET ± (LOT ONLY),;, THIS STRUCTURE CONTAINS 2120 SQUARE FEET ± TOTAL CONCRETE 491 (WITHIN LOT ONLY) SQ. FT. ± TOTAL SOD 3639 SO. FT. PERCENT OF CONCRETE & STRUCTURE TO LOT 42% ± a rdo0CBp -0,'A A=0*10'39„ O PG S°.' pzL = 0. 5 4' 30' STR=175.00' GRAPHIC SCALE 4. ry 0 15 30 CB=S54°17'51"E C= 0.54' SO JO LOT 56 R' R°• :;,;-oR;e.':-;:\ry . P QPO 1 J FO. J p, - S Obi Ng2 Ap 00 14 O h Sp. o O ' pp 001PATIO. 4Qp. h% ca LOT 58 O (^ - PA.- J qF PLANS REVIEWED Co+ ,, q BUILDING SETBACKS CITY OF SORD FRONT: 25' tiq gr'gy p s REAR: 20' - rFO e,,I,Fqp Off, 13.0 SIDE: 5, qFR .rR1"j ry/ Sdy' CORNER: 15' LEGEND qr JBUILDING SETBACK LINE MLW MINIMUM LOT WIDTH - POB POINT ON BOUNDARY - CENTERLINE - PCC POINT OF COMPOUND CURVATURE PREPARED FOR:. RIGHT OF WAY LINE POC POINT ON CURVES CENTEX HOMES RD xPROPOSED. ELEVATION OR OFFICIAL PD . PLANNED DEVELOPMENT PROPOSED DRAINAGE FLOW A DENOTES DELTA ANGLE 1. ELEVATIONS SHOWN ARE PER LOT GRADING L , DENOTES ARC LENGTH CONCRETEC.B. DENOTES.CHORD BEARING PLANS PROVIDED BY THE CLIENT. LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE LS LAND SURVEYOR PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PRMTHIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES PERMANENT REFERENCE MONUMENT PT DENOTES POINT OF TANGENCY " PCPPERMANENTCONTROLPOINTTYPTYPICALONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF HOUSE: P) PER PLAT A/C AIR CONDITIONER. THEPROPOSEDREFERTOHOUSEPLANANDOPTIONLIST FOR CONSTRUCTION. -` - M) MEASURED CBW CONCRETE BLOCK WALL FND. FOUND ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA RPRADIUS POINT C/WCONCRETEWALKCsCONCRETESLABS/WSIDEWALKFURNISHEDBYCLIENTANDISFORINFORMATIONALPURPOSESCPCONCRETEPADCCHORDLENGTHONLY. p.` THIS ISNOTASURVEY - PB PLAT BOOK s0. FT. SQUARE FEET R .RADIUS - NG NATURAL 'GRADE THIS. IS A PLOT, PLAN ONLY PGS PAGES - R/W RIGHT-OF-WAY 1 HAVE EXAMINED THE COMMUNITY PANEL 1. THE SURVEYOR HAS NOT ABSTRACTED THE 1 NO120294 0035-E DATED "4/17%95 AND FOUND DATED 4LANDSHOWN HEREON FOR EASEMENTS, RIGHT. THE :SUBJEC. T PROPERTY APPEARS; TO LIE IN ZONE X, OF WAY, RESTRICTIONS OF RECORD WHICH a„ :1/ AREA:OUDE'TSI100 YEARFLOOD PLANE r MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. BEARINGS SHOWN HEREON ARE BASED ON 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR THE WESTERLY LINEOFLOT57ANDMAPPER. BEING N 35'36'49" E PER PLAT. FIELD DATE:) N REVISED: SCALE: I" = 30 FEET APPROVED BY: WRM G "Z-b3 FOR AMERICAN SURVEYING & MAPPINGJOBN0. ASM39617 PLOT PLAN 06 23 03 CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 THE SDO ORLANDO, FLORIDAFIRIVDRAWNBY: PLOT PLAN 12-12-02 CKB 32801 (407) 426-7979 DAVID M. DeFILIPPO PSM 5038 oar , KITCHEN A KITCHEN B SCALE-'4•=P-0" SCALE- @4"=T-0" rw. eI VAD30 vAD"I PrryvADzG BATHBATH D SCALE-' 4"=1'-O" SCALE- INTERIOR ELEUATIO 5CALE = 1/4" =1'-0" - LEGEND TTFFHTTM TIE BEAM a V-0" AFF. NOTE: ALL INTERIOR WALLS TO BE 3. IR" UNLESS OTHERWISE NOTED. NOTE: ELEVATION "A" 51.701MSQ- FT. CALCULATIONS LIVING I&T LANAI O III ENTRY 38 * OTHER , O * GARAGE MN TOTAL AREA UNDER ROOF MI # PAilO 40 1 E TOTAL AREA,_'..-_2161 a;" NOTE: SEE FOUNDATION PLAN FOR FILLED CELL LOACTION ALL STRUCTURAL WOOD "FADERS TO BE DOUBLE 2" X 10" UNLESS NOTED OTHERUIISE 1n N NT N in N HE FLOOR ELAN SCALE = 1/4"= I'-O" VRR/ CAIY ENGINEERING PA W. 161613 KbJIONIE WP 'GS. n M2 INOMAS 1 N ER N PE/ *7819 U) z O Q > Q' w 0 W i s ry W E z as 7? o e Fgec 1` < E 2 1 a" saE' I Qn= s€ V £ EoE C iEE a I s6 Eo3; I i revisions: ' I I designed by: nl - I drawn by. d—design Checked by: aww date: 01-22-01 sheet: A2 Qt: 0 CITY OF SANFORD PERMIT APPLICATION Permit # : O--35I Date. 3 Job Address: / % / 6 /?/.5 iO L ro R &3 R/% L st f'o2C E G Description of Work: 36 X / 9+ "o elz-- cS(YfZ N itl( US tJJP 2 E Historic District: Zoning: Value of Work: $ Permit Type: Building -Ir Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: C?1d 9 r - cos a -' 4510 U O = OS% (Attach Proof of Ownership & Legal Description) Owners Name & Address: { / AT1e 1711 A) 1 A S 15S S/ t E AL _r1g1V0X170 .5PAI' l/J 4r20,'e/fi -tea % n y Phone: A10'7 - to & / -, /. 0 Contractor Name & Address: hC7i D A) f /1/61 AICSIM /"R U Du C-7"S Vtteumber: tnG C0s,5 to Osr n/JaLicense N Phone & Fax: 70 9 WY///to Z1g- 1;93pContact Person:f71/ _,— 7JT/N -5 Phone: 40 Bonding Company:/ j Address: Mortgage Lender: Address: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to 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 isverification that l will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 9"7 AC%cy /3-P u'C .9-r1"ci, PpG i/.v Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/ Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Owner/Agent is _ Produced ID Personally Known to Me or Contractor/Agent is Produced ID _ APPLICATION APPROVED BY: BldgA J 1 l1 lu 0>Zoning: Initial & Date) ( Initial & Date) Special Conditions: Utilities: Date Personally Known to Me or FD: Initial & Date) timnai as uate/ F_ 77- CITY OF SANFoRb PE i Z,`nn,ot oS RNIIT APPLICATION Permit No Date: Job"' ddress: Permit Type . Building Electrical. Mechanical 'Plumbing Fire Alarin/Sprinkle,r S Description of Work:. 5 i eea er%cl ns P" ems_- 'U,7 9 1/E G O ; Additional Information for Electrical & Plumbing Permits Electrical: Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMP. S ) i Plumbing/Residential: Addition/Alteration. New Construction (One Closet Plus, Additional) Pltinibing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines- Number of Gas Lines Occu anc Type: Residential Commercial _ Industrial Total S Ft Value of Work: S l `A , P . Y yP L g' Type of Construction: Al amilyyNJ Flood Zone: Number of Stories: ' Number of Dwelling Units: Parcel No:: a -/9' 4 -: 1- 0000 — Q52 0 _ (, p g Description) s, ^ T / -' Attach Proof of Ownership & Legal Descri lion Owner/ Address/Phone: ( ."ti A $$• l bAd A 4t AkCr Sbt-i 40 .( c(n I 1/SD cc Contractor/ Address/Phone: L't" oo Atu M l /l AM o i%g eb Q 1 0. 7 YR Al'YS State License.Number: h 4 u i D So t l t Phone &Fax Number:-qq ContactPerson• t Title Holder Of other than Owner): Address. g Bonding Company: Address: ; Mortgage Lender Address: Ai' chitect/Engineer QQE Phone No:: Address:, V1122f 5,A)d F& 3 a? Fax No.: Application is hereby made to obtain a permit to do the work and installations as, in 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 inthisjurisdiction. 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 theforegoing information.is accurate and that all work will be done in, compliance with allapplicablelawsregulatingconstruction. and zoning. WARNING TO OWNER: YOUR FAILURE TORECORDA NOTICE OF ' COMMENCEMENT MAYRESULTINYOURPAYINGTWICE'FOR IMPROVEMENTSTO YOUR PROPERTY. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITHYOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR a NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, .Pere'may be additional restrictions applicable to this property that may be, foundin the public records of this county, and there maybe additional permits, required from.'other governmental'' entities such as water management districts, state agencies, or federal agencies. Acceptan o p i 's rification that I will notify the owner of the property ofthe requirements ofFlorida.Lien Law, FS 713. i Signa of er/ gen Date Signature of Contractor/Agent 1 te6 Dc w cj A 30 11S N e Print O ` er/Agent's N Print Contractor/Agent's' AqN 9 : lure of Nota State. ofFlorida Date ignature of NotlateriDate O 25,E . Notary- o` y CHARLES J. RAPP, JR. Y COMMISSION # DD M EXPIRES: March111, 200438 09 . ry 26W71 Q Bonded T uNotaryPublicUnderwritersy9 ' . prMed synmr. rr,,,.wxmz,..., x•,nsrs:a. ,. /`pU y' 'O`\` .' Ne Owner/ A entist'ersonail Known to Me or iiA ontractor./AgentsPersonally Known t` 8 Y l llilual Produced IDProduced ID, APPLICATION APPROVED BY: Date Special Conditions:. . i Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL SW- -4 ] Back V11— 5c>•inoLt Cau as V i al t ilt'°Pej r pr. J'Ef kes 1101 K. Fin, SI. Sanford l'7. 72771NIL k40?-hhS-7SIN, 2004 WORKING VALUE SUMMARYGENERAL Value Method: Market S3-SANFORD Parcel Id: 22-19-30-502- Tax District: WATERFRONT Number of Buildings: 0 0000-0570 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX Exemptions: HOMES Depreciated EXFT Value: $0 Land Value (Market): $13,680 Address: 385 DOUGLAS AVE STE 2000 Land Value Ag: $0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $13,680 Property Address: 171 BRISTOL FOREST TRL SANFORD 32771 Assessed Value (SOH): $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $13,680 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vaclimp 2003 Tax Bill Amount: $285 Find Comparable Sales within this Subdivision 2003 Taxable Value: $13,680 LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 57 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 13,680.00 $13,680 PGS 12 - 15 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax urposes. 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=22193050200000570... 11/2/2003 Pm 111 ' Z(o S. C '' C ' NOTICE OF CONEgLNCENIENT Co.L—!}7J0 0, FL- 3 -a 0 S Pe No, No. _ p N 0 ` :. Tax, Folio No. State of Florida / County.of Seminole The undersigned hereby gives notice that improvement will be spade to certain real property, and in accordance with Chapter 713, Florida Statutes, tha f)llowing information is provided in this Notice of Commencement. 1. Description of mperty; (legal L 7 p 2 f-s, 2. General description of improvement: Owner information a. Name and address b. Interest in property . Dw c. Name and address of fee simple 4. Contractor a. Name and address the property and street address if available) if other than Owner) b. Phone number _ K 46-7 Q -i 4 _E Fax numbei Surety a. Name and address b. Phone number Fax number c. Amount ofbond b. Lender a. Name and address b. Phone number Fax number 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a; 7,, Florida Statutes: a. Name and address (( b. Phone number _ Fax number In addition to himself or herself;, 1 designates ofr " I to receive a copy ofthe Lienor's Notice as provided in Section 713.130)(b), Florida Statutes, a. phone number Fax number 9. Expiration date of notice of commencement (the expiration date is I year from the Vp g unless a different date is specified) 12( 3 6' 0 ?> Sworn to (r ffirmed) and subscribed before me this day of Oct by irrn Personally Known t OR Produced Identificatioti Type of Identification Produced Signature of Npda# Public/ Florida Commission ues: CHARLES J. RAPP, JR. MY COMMISSION # DD 192438March112U070 EXPIRES: oe= g adltuu Notary Public Underwo„ F;• n a) 7 r N t to X rO M C CERTIFIED COPY ao lyj r MARYANNE MORSE V at1L,ERK OF CIRCUIT COURT W BEMINOLE COUN 0 I DEpt 1?Y rLFR OCT 3 0 803 ACTIONION ALUMINUM PRODUCTS, INC 2698 South Orange Blossom Trail Orlando, Florida 32805 I hereby name and appoint Patty Johns o b ,my lawful attorney, in fact to act for me and apply to the " e Building Department for a P004, scr en ,,j permit to be performed at a location described as: 7 % 13 0, ,5TO L 0 i S7 AR esez b And to sign my name and do all things necessary to this appointment. PavAllan ohns CGC 053605 SUBSCRIBED BEFORE ME THIS S) DAY OF Dc7r 20D3 Notary as to Contractor ++++r+a,,,,/ My Commission y PMssio,"NO o'% VT 25,? °9 S z L #DD 25W71 : Q METRO ORLANDO (407) 648-9948 • Fax (407) 648-9949 9 BREVARD (407) 632-0264 . VOLUSIA (904) 252-7835 CSC; 3 Lawrence E. Bennett Civil Engineer & Development Consultant P.O. Box 214368 South Daytona, F1 32121- 386y767-4774 3867767-6556 fax January 01, 2003 TO ALL BUILDING DEPARTMENTS Re: "Aluminum Structures Design Manual" Master File Engineering Dear Building Official, This is to certify that the following contractor is hereby authorized to use my current "Aluminum Structures Design Manual" for the year 2003. David A. Johns Action Aluminum Products, Inc. 2698 South Orange Blossom Tr. Orlando FL 32805 Thank you for I assistance. tt, P.E. ##16644 PLANS REVIEWED CITY OF SANFORD SECTION 1 SCREENED ENCLOSURES Table 1.1 Allowable Spans For Primary Screen Roof?Frame Members Aluminum Alloy 6063 T-8 For Areas with Wind Loads up to 150 M.P.H. and Latitudes Below 30°-30'-00" North (Jacksonville, FL) 1, Tributary Load Width = Beam Spacing EX: Sections 3'-0" 4' 0" 5'-0" 6'-0" 7'-0" 8'-0" Allowable Span'L' I bending'b' or deflection'd' 9'-10' b 8'-7" b T-8", b 6'-11" b 6'-6" b 6'-l" b 10'- 9" b 9'-4' b 8'-4" b T-7" b T-1" b 6'-7" b 2" x 3" x 0.045"_ 13'-4" b 11'-7- b 10'-4" b 9'-5" b 8'-9' b 8'-2" b 2" x 4" x 0.050" 14'-8" b 12' 9'- 0" t- 8- lb8'-5" Tributary Load Width 'W' = Beam Spacing Self Mating Sections 3'-0" 4'-0" 51-0" Allowable Span 'L' I bending 'b' or deflection 'd' 1 2" x 4" x.0.044 x 0.100" 19'-11" b 17'-4' b 15'-6" b 14'-2" b .13'-1.'b. 12'-3" b b 11'- 6" b 2" x 5" x 0.050" x 0.100" 1 24'-9" b 21'-5" b 19'-2" b 1T-6" b 16'-2" b 15'-2 b 1, b 2" x 6" x 0.050" x 0.120" 28'-7" b. 24'-9" b 22'-2" b 20'-3" b 18'-9" -6"' 19' 9" b 18' 7" b 2" x 7" x 0.055" x 0.120" 32'' b 2T-11" b 24'-11" b 22'-9" b 21'-1" b 26'- 3" b 24'-9" b 2" x 7" x 0.055" w/ insert 42'-10" b 37'-1" b 33'-2" b 30'-4" b 28'-l" b b 25'-6" b 24'-0" b 2" x 8" x 0.072" x 0.224" 4V-7" b 36' 1' b 32'-3" b 29'-5" b 27'-3" b 27'-8" b 26'-1" b 2" x 9" x 0.072" x 0.224" 45-1" b 39'-1" b 34-11 b 31'-11" b 29'-6" b 32'-5" b 30'-V b 28'-7" b 2" x 9" x 0.082".x 0.310" 49'-6" b 42'-11" b 38'-4" b 35'-0" b 38'-11" b 36'-5" b 34'-4" b 2" x 10" x 0.092" x 0.369" 59'-6" b 51'-7" b, 46' 1" b 42'-l" Tributary Load Width 'W' = Beam Spacing Snap Sections 3'-0" 4'-0" 1 5'-0" V-V' 7'-0" Allowable Span / bending'b' or deflection 2" x 2" x 0.044" 11 9" b 10'-2" b 9'-1" b 8' 4" b 7'-8" b b 2" x 3" x 0.045" 15'-l' b 13'-l" b 11'-8" b 107-8" b 9'-10" b 9'-3" b 8' 8" b 2" x 4" x 0.045" 18'-5- b 15--11" b 14'-3" b 13'-0" b 12'-1" b 11'-3" b 10'-8" b 2" x 6" x 0.062" 31'-3" b 2T-1" b 24'-2" b 22' 1 b 20'-5" b 19' 2 b 18'-0" b 2" x 7" x 0.062" 34'-9" In 30'-1" b 26'-11" b 24'-7" In 22'-9" Notes: 1. Thicknesses shown are 'nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. The structures designed using this section shall be limited to a maximum combined span and upright height of 55' and amaximumuprightheightof20'. Structures larger than these limits shall have site specific engineering. 3. Spans are based on a minimum of 10# I SG. Ft. for up to a 150 P,i.P.H. wind load. 4. Span is measured from.center of beam and upright connection to fascia or wall connection. 5. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 6. Purfin spacing shall not exceed 6'- 8" . For beam spans greater than 40'-0" the beam at the center purlin and one purlin for each 14'-0" on each side of the center purlin shall include lateral bracing as shown in detail (48'-0') span with . purlinsat6- 8" o.c. center purlin and (2) purins each side of center puilin need lateral bracing. Example: Max. 'L' for 2" x 4" x 0.050" hollow section with 'W' = 5'-0" = 11'-4" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE ( 386) 767.4774 FAX ( 386) 767.6556 PAGE © COPYRIGHT 2003 NOTTOBEREPRODUCEDIN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 -54 SECTION 1 SCREEN DENCLOSURES 0.05" H-CHANNEL OR GUSSE BEAM -SCREEN w 0 q COMPOSITE 2 x 3 EAVE RAILROOFQaPOSTTOBEAMFASTENING3 (SEE TABLE 1.6) Lu e 0 w SCREENee 0 = e e (MAY FACE IN OR OUT) 0 0 REQUIRED KNEE BRACE0e0MINIMUMSIZEAND CONNECTION (SEE TABLE 1.7) LENGTH r ATTACHED NO MORE THAN 6" E BRAG - J ABOVE TOP OF GUTTERc LU Lu HOST STRUCTURE ROOFING e 2) 2" LAG SCREWS (SEE I (D 0SECTION9FORSCREWSIZES) STRAP LOCATE AND FASTENPERSTRAPLOCATIONDETAIL 0 e e PAGE 1-20 0 e - — - 2" x 2" x 0.062" ANGLE EACH SOFFITSIDE (3) EACH #8 S.M.S. EACH e SUPER OR LEG INTO POST 0 EXTRUDED GUTTER BEAM CAP (SEE PAGE 1.20) OPTIONAL 3/8" LAG SCREW MAX. DISTANCE TOAND3/4" FERRULE HOST STRUCTURE FASCIA AND SUB -FASCIA WALL 24" WITHOUT SITE SPECIFIC ENGINEERING IF KNEE BRACE LENGTH EXCEEDS TABLE 1.7 USE CANTILEVERED BEAM SUPER OR EXTRUDED GUTTER CONNECTION DETAILS RISER (OR TRANSOM) WALL na FASCIA DETAIL 6 Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT ! P.O. BOX 214368, SOUTH DAYTONAy FL 32121TELEPHONE (386) 767-4774 FAX (386) 767.6556 PAGE COPYRIGHT 20032o N07 TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LA'P! -. RENCE E. BENNETT, P.E. SCREENED ENCLOSURES 9 SECTION 1 Table 1.2 Allowable Spans For Secondary Screen Roof Frame Members Aluminum Alloy 6063 T-6 titudes Below 30°-30'-00" North (Jacksonville, FL) For Areas with Wind Loads up to 150 M.P.H. and La A. Sections Fastened To Beams With,Cli s Tributary Load Width'W = Purlin Spacing Hollow Sections 3'-6" 4' 0" 4•-6.. 5•-0.. 5 -0.. 6 0" 6.$.. Allowable Span 'L' 1 bending'b' or deflection'd' 2" x 2" x 0.044" T-8" d 7'-4" d T 0" d 6'-9" d 6-6" b 6'-3" b 5'-11" b 8'-1" d T-9" d T-5" d 7'-2" " d 6'-11" d 6'-9" d 6'`6" b 3" x 2" x 0.045" 8'-8" d 8'-3" d T-11" d T-8" d T-5 d T-3" d 10'-9" d 10'-3" d 9'-9" b 9'-31, b 8'-10" 2" x 3" x 0.045" 2" x 4" x 0.050" 12'-2" Tributary Load Width'W' = Purlin Spacing Snap Sections 3'-6" Allowable Span 'L' 1 bending'b' or deflection'd' 2"x2"x0.044 8,-5" d a, 1,; d 7 2" x 3" x 0.045" 11' 7" d 11'-1" d 10'-8" d 10 4" d 9'-11" b 9'-6" b 97-0" b 2" x 4" x 0.045" 14'-8" d . 14'-0" d 13'-6" d 12'-9" b 12'-2" b 11'-8" b 11' 1" b B. Sections Fastened Through Beam Webs Into Screw Bosses Tributary Load Width 'VT = Purlin Spacing Hollow Sections T-6" 4'-0" 4'.6" 51-05' 6" 6'-0 Allowable Span 'L' I bending 'b' or deflection 'd'' 2" x 2" x 0.044" 9'-2" b 8'-7" b 8'-1" b T-8" b T-4" b .6'-11" b 6-7" b 2 x 2" x 0.055" 9'-11" b 9'-4" b 8'-10" b 8' 4" b 7'-11" b 7-7^- _.b 7'-3" b 2" x 3" x 0.050" 12'-4" b 11'-7" b 10' 11" b 10' 4" b 9' 10" b 9 -5" b 8' 11" ti 13'- 7" b 12'-8" b 11'-11" b 11' Tributary Load Width'W' = Purlin Spacing Snap Sections T-6" 4•-0„ 4._6". 5'-0„ 5'-0.. 6,-0" 6.-8- Allowable Span 'L' I bending'b' or deflection'd' 2" x 2" x 0.044" 10'-11 b 10'-2" In 9'=T' b 9' 1" b 8' 8" b 8' 44" b 7%11" b Notes: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. Spans are based on a minimum of 10T' 1 Sq. Ft. for up to a 150 M.P.H. wind load.3. Span is measured from center of beam and upright connection to fascia or waH connection. 3. Span is measured from center of beam and upright connection to fascia or wall connection. 4. Purlin spacing shall not exceed 6 -8". For beam spans greater than 40'-0' the beam at the center purlin and one pudin for each 14'-0" on each side of the center pudin shall include lateral bracing as shown in. detail 48'-0") span with purlins at 6' 8" o.c. center purlin and (2) purlins each side of center pudin need lateral bracing: 5. Spans may be interpolated. CHECKTABLE1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. Example: Max.'L' for 2" x 4" x 0.050" hollow section fastened to beam with clips with'W = 5'-0" = 10%2" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX 214363, SOUTH DAYTONA, FL 32121 TELEPHONE ( 3H) 767.4774 FAX ( 386) 767.6556 P. E., COPYRIGHT2003NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LNPIRENCE E.71BENNETT. SCREENED ENCLOSURES SCREEN 'I d' VARIES 1" x 2" O.B. BASE PLATE (TYP.) q 4" SHOW I SECONDARY2" x (d - 2 ") x 0.063" ANGLE 8 C) EACH SIDE OF COLUMN W/ #10 S.M.S. -- C) SEE SCHEDULE NEXT PAGE) CONCRETE ANCHOR m41SEESCHEDULENEXTPAGE) ii a ` NOTE: DETAIL ILLUSTRATESTYPICAL2" x 4" 5,1.B. COLUMN CONNECTION 2" 5d MIN.) (MIN.) SIDE VIEW SCREEN CONCRETE ANCHOR THRU ANGLE OR WITHIN 6" OF UPRIGHT IF INTERNAL SCREWS INTO SCREW BOSSES a I la 'l NOTE: SELECT CONCRETE 1IANCHORFROMTABLE9.1 f— 6 (MAX.). I 6" (MAX.) 3000 P.S.I. CONCRETE 7 SECTION I 2" x 2" x 0.063" PRIMARY ANGLEACHSIDE 10 x 3/4" S.M.S. EACH SIDESEESCHEDULENEXTPAGE) 5d' MINIMUM EDGE DISTANCEFROMEXTERIOROFCOLUMNTOOUTSIDEEDGEOFSLAB BOLT O '5d DISTANCE 1/4' 1-1/4" 3/8" 1-7/8" GRADE 1-1/4" MIN. CONCRETE ANCHOR EMBEDMENT TYPICAL S.M. OR SNAP SECTION COLUMN 2) #10 x 3/4" S.M.S. EACH SIDE PRIMARY 2" x 2" x 0.063" ANGLE 1" x 2" BASE PLATE (TYP.) 1-1/4" MIN."CONCRETE ANCHOR EMBEDMENT MAX. SPACING 24" O.0 FOR BOTH SIDES 2"x 4" OR LARGER SELF MATING FRONT VIEW OR SNAG SECTION POST TO DECK DETAILS Lawrence E. Bennett, P.E. CIVIL ENGINEER . DEVELOPMENT CONSULTANTP.O. BOX 214368. SOUTH DAYTONA. FL 32121TELEPHONE (386) 767-4774 FAX (386) 767.6556 COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. PAGE 1-47 L_ _.— .--..__—.-- _. _.a.....__...._.____ — I . , SECTION 1 SCREENED ENCLOSURES Post / Upright Heights For Primary Screen Wall Frame MembersTable1.3 Allowable Alun*wm Alloy 6063 T-6 " 120 MPH or an applied load of 14 # / sq. ft.* For second wind gust at velocity of Tributary Load Width'W' = Upright Spacing Hollow Sections X-0" 4'-0,. 5'-0" 6'-0.. 7' 0" Allowable Height'H' / bending'b' or deflection'd' 8'-4' b T-Y b 6'-6" b 5'-11" b 6-6" b 5'-1" b 4'-10" b 4" 04" 2" x 2" x 0.044"" 9'-1" b T-11" b T-1" b 6'-5" b 5'-11" b 5'-7" b 51-3" b 2" x 2" x 0.05 b 8'-9" b 7'-11" b 7'-5" b 6' 11" b 6' 6" b 2" x 3" x 0.045" 11'-3" b 9'-9" 9'-7. b 8'-9" b 8' 1" b 7'-7' b 7' 2" b 2"' x 4" x 0.050" 12'-5" b 10'-9" b Tributary Load Width'W" = Upright Spacing Self Mating Sections 3'-0" 4'-0" Allowable Height'H' / bending'b' ordeflection'd:. 2; x 4;; x 0.044 x 0.100" 114'19" b 120:Tb 2,1' 2 x5 x0.050 x0.100" 20' 11" b 18=1" b 1" b b 13'-8" b 15'-10" b 14'-10 b 13 11 b 2" x 6" x 0.050" x 0.120" 24'-2" b 20'-11" b 1B'-9" . b 1T-1" b 17'-10" b 16' fi" b 15' 9" b 2" x 7" x 0.055" x 0.120" 27'-3" b 23'-7' b 21'-1" b 19'-3" b 23'-9" b 22'-2" b 20' 11" b 2" x 7" x 0.055" w/ insert 36'-3" b 3l'-4" b 28'-1" b 25'-7" b 23'-0" b 21'-6" b 20'-4" b 2" x 8" x 0.072" x 0.224" 35'-2" b 30'-6" b 27'-3" b 24'-10" b 24'-11" In 22'-0" b 2" x 9" x 0.072" x 0.224" 38'-2" b 33'-0" b 29' 6" b 26'-11" b 2T-5" b 25 fi" b 24' 2" b 2" x 9" x 0.082" x 0.310" 41'-10" b 36'-3" b 32'-5" b 29'-7" - b 32'-11" b 30' 10' b 29' 1" b 2" x 10" x 0,092" x 0.369" 33'-11" b 35'-7" Tributary Load Width'W'= Upright Spacing Snap Sections X-0" 4'-0" 5.-01. 6.-0., ..7'-0„ i 8,-0„ 9'-0., Allowable Height'H' / bending'b' or deflection 2" x 2" x 0.044" 9'-11" b 8' 7' b 7' 8" b 7'-0" b 6-6" b 6'-1' b 5'-9" b l 2" x 3" x 0.045" I 12'-9" b 11'-0" b ' 9'-10" b 9'-0" b 8' 4' b '17 -10 b 7 4" b 15'-7" b 13'-6" .b 12'-1" b 11'=0" b 10'-2" b 9'-7" b 8'-11" b 2" x 4" x 0.045" 2" x 6" x 0.062" 26' 5" b 22'-10" b 20'-5" b 18'-8" b 17'-3" b 16'-2" b 15'-3" b 2" x 7" x 0.062" 29'-5" b 25'-5" b 22'-9" b 20'1T-11' b 16' 11" b For allowable heights at wind velocities other than 120 MPH, see conversion table I on the specification page for tables at the beginning of this section and example below. Note: 1. Thicknesses shown are 'nominal' industry standard tolerances. No wall thickness shall be less than 0.040". 2., Using screen panel width'W select upright length'H'. 173. Above heights do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 4. Site specific engineering required for pool enclosures over 20' in mean roof height. 5. Height is to be measured from center of beam and upright connection to fascia or wall connection. 6. Chair rails of 2" x 2"x 0.044" min. and set @ 36" in height can be considered as residential guardrails provided they are attached with min. (3) #10 x 1-1/2" S.M.S. into the screw bosses and do not exceed 8'-0' in span. 7. Heights may be interpolated. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. IF SPANS FOR'C' EXPOSURE CATAGORY AND/OR WINOZONES OTHER THAN 120 MPH ARE REQUIRED, SEEEXAMPLEONSPECIFICATIONPAGEFORTABLESATTHEBEGINNINGOFTHISSECTION, Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH 01YTONA. FL 32121 TELEPHONE (3a6) 767-4774 FAX (386) 767.8556 PAGE © COPYRIGHT 2003 1 .56 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAwRENCE E. BENNETT, P.E. SECTION 1 SCREWS OR THRU-BOLTS SEE SECTION 9) I 1" x 2" EXTRUSION ANCHOR TO CONCRETE W/ CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND @ 24" O.C. MAX, SELECT CONCRETE ANCHORS FROM SECTION 9 SCREENED ENCLOSURES POST SIZE 2" x 4" MAX. MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBEMESHCONCRETE POST TO PLATE TO CONCRETE DETAIL SCALE: 3" = 1'-0,- 2" x 2" x 0.063" ANGLE EACH SIDE ATTACH TO POST AND CONCRETE @ LOAD BEARINGWALLW/ (2) MIN. S.M.S. (PER SECTION 9) EACH SIDE MIN, 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 ELDED WIRE MESH OR FIBER MESH CONCRETE ANGLES AS SHOWN ABOVE MAY BE USED TO CONNECT CHAIR RAILS AND PURLINS POST SIZE 2" x 4" MAX. (SEETABLE) 1" x 2" EXTRUSION ANCHOR TOCONCRETEW/ CONCRETE ANCHORS 6" MAX. EACH SIDE OF EACH POST AND @ 24" p.C.' MAX. OR THROUGH ANGLE AND @ 24" O.C. MAX. SELECTCONCRETEANCHORSFROMSECTION9 ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAILSCALE: 3" = 1'-0,, Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANTP.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-65M 1 A © COPYRIGHT2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I SECTION 1SCREENEDENCLOSURES Table 1.4 Allowable-post-l--G-irt / Chair Rail Spans, Header Spans & Upright Heights For Secondary Screen Wall Frame Members Aluminum Alloy 6063 T-6 For 3 second wind gust at velocity of 120 MPH or an applied load of 14 # / sq.' ft.. A. Sections As Horizontals Fastened To Posts With ClipsTributary Load Width Hollow Sections 3'-6' 4'-0" 4' 6". s-0" 5'-6" 6'-0' Allowable Heights 'H' I bending 'b' or deflection'd' 2" x 2" x 0.044" 6-10" d 6'-6" b 6'-l" b 5'-9" b 5'-6" b S-3" b 5'-0" b 2" x 2" x 0.055" T-T' d U-11" d 6'-8" b 6' 4" b 6'-0" b 5-9" b 5'-6" b 3" x 2" x 0.045" T-9" d 7'-5" d T-1" d 6'-10" d 6-7" b 6'-4" b 5'-11" b 2" x 3" x 0.045" 9' 4" b 8' 9" b 8'-3" b 7' 10" b 7'-5 b. T-2" b 6' 9" b 2" x 4" x 0.050" 10'-3" b 9' 7" b 9' 0" b 8' 7" b 8' 2" b T-10" b T-5" b o Snap Sections I Allowable Heights'H' / bending'b' or deflection 'd' 2" x 2" x 0.044'' T 6" d 7'-2" d 6'-11" cib•-8" b 6'-4" b 6'-1" b 5'-9" b I b S. sections As Horizontals Fastened To Posts Through "Side Into Screw Bosses ` a Tributary Load Width NY Hollow Sections 3'-6' 4 0 ( 4'-6" 5'-0.. 51-61, 6''0„ g ' d' AllowableHeights1bendingb' or deflection 2" x 2" x 0.044" "f T-9' b 7 3 b 6'-10" b 6' 6" b 6' 2" b 5' 11" b 5 1" b 2" x-2" x 0:055" 8' S" b 7 -11 6 7 -5 b 7 1 b 6 9' b 6'-5 b 6'-" b x. 2''x 0.045", 9' 3" b 8 8' b 8 2' b T-9" b T-5" b T-1 b 6'-8" b 3" 9 b 1 9 8' 2" b 8'-9" b -4": b T-11" b T-T' 2" x 3" x 0.045i l 10'-5" b 9 b 2" x 4" x 0.050" ' 11'-6" ' b 1 U-9" b . 10' 1 " b 9' 7" b 9' 2" In Snap Sections Allowable Heights 'H' I bending.'b' or deflection 'd' 2" x 2" x 0.044" 9'-2" b 8'4" b 7'-0" b 6' 8" b For allowable heights at wind velocities other than 120 MPH, see conversion table 1A on the specifications for tables page at the beginning of this section and example below. i Notes: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040''. 2. Using screen panel width 'W' select girt lengths. 3. Site specific engineering required for pool enclosures over 20' in mean roof height. 4_ Span is to be measured from center of beam and upright connection to fascia or wall connection. 5..Chair rails of 2" x 2" x 0.044" min. and.set @ 36" in height can be considered as residential guardrails provided they are attached with min. (3) #10 x 1-1I2" S.M.S. into the screw bosses and do not exceed 8'-0" in span. 6. Girt spacing shall not exceed 6-8". 7. Spans maybe interpolated.. IFHEIGHTSFOR'C' EXPOSURE CATAGORY ANDIOR WINDZONES OTHER THAN 120 MPH ARE REQUIRED, SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. Lawrence E. Bennett, P.E. CIVIL ENGINEER-'OEVELOPMENT CONSULTANT P. O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE ( 386) 767.4774 FAX ( 386) 767.6556 s PAGE LCOPYRIGHT20031.57ED INWHOLEORINPARTWITHOUTTHEWRITTENPERMISSIONOFLq`NRENCEE. BENNETT, P.E. I e i i SCREENED ENCLOSURES 1" x 2" EXTRUSION ANCHOR TO CONCRETE W/ CONCRETE ANCHORS 6" MAX. EACH SIDE IF EACH POST AND @ 24" O.C. MAX. SELECT CONCRETEANCHORSFROMSECTION9 MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 DED WIRE MESH OR FIBER MESH CONCRETE SECTION 1 POST SIZE 2" x 4" MAX. SIDE WALL POST TO PLATE TO CONCRETE DETAIL 1" x 2" EYTQ"o SCALE: 3" = 1'-0" TO CONC. W/ CONIC ANCHO6" MAX. EA. SIDE OF EA. POST AND @ 24" O.C. MAX. SELECT CONCRETE ANCHORS FROM SECTION 9 MIN. 3-1/2" SLAB 2500 P.S.I. CONC. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH CONC. 2" x 2", 2" x 3" OR 2" x 4" HOLLOW SECTION SEE TABLES) MIN: (3) #10 x 1-112" S.M.S. INTOSCREWBOSSES MASONRY ANCHOR @ 6" EA. SIDE OF POST AND @ 24". O.C. MAX. SELECT CONCRETE ANCHORS FROM SECTION 9 HOLLOW POST TO BASE DETAIL SCALE: 3" POOL ENCLOSURE UPRIGHT TO DECK ANCHOR REGeneralNotesandSpecifications: UIREMENTS 1. The uplift load on a Pool enclosure upright is calculated as 1/2 the beam span x the beamspacingxthescreenloadof7# / Sq. Ft. EXAP,IPLE: FOR A 2" x 6" BEAM WITH A SPAN OF 23' AND ABEAM & UPRIGHT SPACING0= 7' USE: 1/2 x 17'-11" x Tx 10# / Sq. Ft. = 627.2# UPLIFT2. Table 1.6 of this manual uses the worst case loads for all cases. 3. In all cases there must be a Primary anchor within 6" of each side of the upright. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANTP.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 COPYRIGHT2003 N07 TO BE FtE . RODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. p,E PAGE 1 45 SCREENED ENCLOSURES SECTION 1 Table 1.6 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams To Wall Uprights or Beam Splicing geam upright Ml& Knee Brace SinimumPurlin, Gir ncDeck f:o'es Minimum Numbar of Screr+s' beam Stitching ize" Ahors #8 x'/2" #10 x'/:" #12 x'/: Scr Size evr @ 24" O.C. Size 4 4 2" x 3" 2" x 3" 2" x 2" x 0.044" 2 Full La 6 #8 2" x 4" 2" x 3" 2" x 2" x 0.044" 2FuII La 8 6 4 #10 2" x 4" 2" x 4. 2" X 2" x 0.044" 2 Full La 8 6 4 # 9 2" x 5" ; 2" x 3" 2" x 2" x 0.044" 2 Full La O 8 __6«.. ... 110 2„ x, 6, 2„ x 3" 2" x 2„ x 0.044 4..., .._ Full La 8 6 # 10 2" x 6" 2" x 4" 2" x 2" x 0.044" 4 Partial Lap 10 #12 2" x 7" 2" x 4" 2" x.2" x 0.044" 4 Partial Lap 14 12 10 12 #14 2„ x 8" 2" X 5. 2" 14 x 3" x 0.044" 6 Partial La 16 #14 2" x 9" 2" x 6" 2" x 3" x 0.045" 6 Partial Lao 18 16 14 r14 2" x 9 2" x 7" 2" x 4" x 0.050" 8 Partial La 20 18 10 2" x 10" 2" x 8" 2" x 4" x 0.050" 10 Partial Lao 20 18 16 14 Screw Size Minimum, Distance and Spacing of Screws Gusset Plate Thickness Edge To Center Center To Center Beam Size Thickness L5116" 5/ 8 2" x 7" x.0.055" x 0.120" 1/16" = 0.063" Rg 3!8" 3rq" 2" x 8" x 0.072" x 0.224" 118" = 0.125' 10 2" x 9" x 0.072" x 0.224" 12 1 !2., 1 14 or 1/ 4" 3/4" 1-112" 2" x 9 x 0.082" x 0..306" 1/8" = 0.125" 5f16" 7/8" 1-3/4" 2" x 10" x 0.092" x 0.369" '1/4" = 0.25" 3/8" 1" 2" Refers to each side of the connection of the beam and upright and each side of splice connection. 0.082" wall thickness, 0.310" flange thickness Note: 1. Connection of 2" x 6" to,2" x 3" shall use a full lap cutor 1116" gusset plate. 2. Ail gussetplatesshallbeaminimumof5052H-32 Alloy or have a minimum yield strength of 23 ksi. 3. For beamspliceconnectionsthenumberofscrewsshownIsthetotalforeachsplicewith1/2 the screws on each side of the cut. 4. The numberofscrewsisbasedonthemaximumallowablemomentofthebeam. 5. The numberofdeckanchorsisbasedohRAWLRTapperallowableloaddatafor2,500 psi concrete and / or equal anchors may be used. i ne number shownis the total use 112 per side. 6. tion is approved by the engineer. Hollow splice connectionscanbemadeprovidedtheconnec7. I; ala-ger than minimum upright is used ,the number of screws is the same for each splice with 1/2 the screws on each side of the cu t. S. All beamto upright connections for 2" x 7" beams or larger shall have an internal or external gusset plates. Gussetplates are required for mansard or gable splice connections. 9: For gusset plate connections 2" x 9" beams or larger use 3/4" long screws. 10. The sidewalluprightshallhave'a minimum beam size as shown above, le., a 2" x 4" upright shall have a 2" x 3" beam. 11. Correct beamtouprightwlH-bar, gusset plate, or angle clips for each splice with 112 the screws on each side of the cut. Table 1.7 Minimum Size Screen Enclosure Knee Braces And Anchoring Required Aluminum 6063 T- 6 Brace Length Extrusion Anchoring System r_ 2'-0" 2" x 2" x 0.044" 2"-H-Channel With 3) #10-x 112" EACH.SIDE _ To T-0" 2" x 3" x 0.045" 2" H-Channel With 3 #10 x 1/2" EACH SIDE _ To 4'-6" 2" x 4' x 0.044" x 0.12" 2 H-Channel With (4) 3/4" long screws size to be determined by beam size, see table 9.6) See Table 1. 6 For Number And Size Of Screws) Note: 1. For requiredkneebraces greater than 4'-6" contact engineer for specifications and details. 2. Cant',leverbeamdetailshownonpage1-32 shall be used for host structure attachment when knee brace length exceeds 4'-6". Lawrence, E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767- 4774 FAX (386) 767. 6S56 PAGE COPYRIGHT 2003 1- 59 NOT TO BE REPRODUCED IN WHOLE,OR IN PART WITHOUT THE WRITTEN PERMISSION OFLAWRENCE E. BENNETT. P.E. SECTION 1 2"x4"OR2"x6" SELF MATING BEAM 1 " x 2" SNAP SECTIONS ATTACHED TO 2" x 2" W/ 10 x 1-1/2" S.M.S. @ 24" O.C. OR CONTINUOUS SNAP SECTIONS OR 2" x 3" (4) SPLINE GROOVE SECTION 1" x 2" OPEN BACK FASTENED TO POST W/ (2) #10 x 1-1/2" S.M.S. ATTACH 2" x 2" PURLINS TO SELF MATING BEAMS W/ (2) 10 x 1-1/2" S.M.S. INTO SCREW BOSSES SCREENED ENCLOSURES MINIMUM POST SIZES REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.6) r s I e•e 2x6 _J e-cd— _ r 6e e ALTERNATE FLAT ROOF m i SELECT FASTENER SIZE, NUMBER AND PATTERN SEE TABLE 1.6 & 9.5A OR 9.56) 2" x 3" HOLLOW OR SNAP SECTION SLOPING BEAM TO UPRIGHT CONNECTION DETAIL PARTIAL LAPSCALE: 3" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANTP.O. BOX 214368, SOUTH DAYfONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE I o © COPYRIGHT 2003 O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. I SCREENED ENCLOSURES SECTION 1 PURLINS (TYP.) SCREEN (TYP.) CABLE CONNECTIONLI I (SEE DETAILS SECTION 1). I I. I II ALTERNATE CABLE SEE TABLE 1.3) I 1" x 2" (TYP.) GRADE K-BRACING (OPTIONAL) CABLE CONNECTION GIRT (TYP.) (SEE DETAILS SECTION 1) TYPICAL DOME ROOF - ELEVATION SCALE: N.T.S. EXISTING STRUCTURE ALUMINUM BEAM TABLE 1.1 OR 1.8) SIZE MEMBERS PER APPROPRIATE TABLES # H U K-BRACING (OPTIONAL) GIRT (TYP.) SCREEN (TYP.) ALUMINU,,,1 COLUMNS (TYP.) TABLE 1.3 OR 1.6) 1" x 2" (TYP.) TYPICAL DOME ROOF - ISOMETRIC RISER WALL WHERE QUIRED IRLINS (TYP.) 4GONAL ROOF BRACING EE SCHEMATIC SECTION 1) ABLE BRACING m RIMETER WALLS FRAMING EE TABLES 1.3 AND 1.4) SCALE: N.T.S. CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES. Lawrence E. Bennett, P.E. CIVIL ENGINEER- DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767.6556 PAGE CQ COPYRIGHT 20013 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES PURI IN (Tv^ SCREEN( SEE TE I SECTION 9 CABLE CONNECTION SEE DETAILS SECTION 1) GIRT (TYP.) 1" x 2" (TYP.) GRADE CABLE CONNECTION SEE DETAILS SECTION 1) TYPICAL TRANSVERSE GABLE ROOF -ELEVATIONSCALE: N,T.S. EXISTING STRUCT, in, SIZE MEMBERS P APPROPRIATE TABL RISER WALL WHERE REQUIRED PURLIN (TYP.) ALUMINUM BEAM TABLE 1.1 OR 1.8) DIAGONAL ROOF BRACING SEE SCHEMATIC SECTION 1) K-BRACING (OPTIONAL) \ I i ALUMINUM COLUMNS TYP. j ITABLE1.3 OR 1.6) SCREEN (TYP.) g i SW PERIMETER WALLS FRAMING GIRT (TYP.) TABLE 1.3 OR 1.4) 1"x 2" (TYP.) CABLE BRACING TYPICAL TRANSVERSE GABLE ROOF - ISOMETRIC SCALE: N.T.S. CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPP,IENT CONSULTANTP.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 COPYRIGHT 2003 NOT TO BE KEPROOUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. PAGE 1-5 I SECTION 1 6 5) #10 S.M.S. (MIN.) — 1/8" x 11-1/2" x 8" FLAT BAR 6 6 6 6 0.125" PLATE OUT ON 6 45° ANGLE EYE -BOLT OR TURNBUCKLE FOR 6 CABLE TENSION STAINLESS STEEL (SEE TABLE) PERIMETER FRAMING MEMBER TYPICAL CABLE CONNECTIONS (dD CORNER DETAIL 9 SCALE: 3" = 1'-0" A ALTERNATE: - USE (1) 1/4" x 1-1/4" FENDER WASHER EACH SIDE OF FRAME MEMBER c EITHER A OR B 1" x 2"x 0.125 CLIP AND (4) B MIN. (2) CLAMPS REQUIRED 10 x 3/4" S.M.S. EACH SIDE TYP.) FOR CABLES ®® MIN. 1/4" EYE BOLT. WELD EYE CLOSED (TYP.) ALTERNATE TOP CORNER OF CABLE CONNECTION DETAIL 1A SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVR ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. 96M 15AYT60, FL 3212( TELEPHONE (386) 767.4774 FAX (386) 767-6556 PAGE COPYRIGHT 2003 1 -38 NOT TO BE REPRODUCED INWHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. E SCREENED ENCLOSURES SECTION I SLAB MIN. (2) 1/4" OR 5/16" x 1-3/4" CONCRETE ANCHORS ALTERNATE CLIP: 3" ASTM A-3PRESSEDSTEELCLIP TYPICAL CABLE CONNECTION AT SLAB DETAIL - DETAILSCALE: 3" = 1'-0" 2 SELECT ANCHOR FROM TABLE 9-1A MIN. SHEAR 607# FOR3/32" CABLE AND 902# FOR 1/8" CABLE, FOR 3/32" CABLE 5/16" x 2" CONCRETE ANCHOR W/ CABLE THIMBLE AND WASHER I 3-1/2" (4" NOMINAL) SLAB (MIN.) SLAB FOR 1/8" CABLE SHALL10HAVEATHICKENEDEDGETO2' ACHIEVE AND A 3/8" x 2" ANCHOR rio 00 5d (MIN.) 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ALTERNATE CABLE CONNECTIONS FOUNDATION - DETSCALE: 3" Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANTP.O. BOX 214368. SOUTH DAYTONA, FL 32121TELEPHONE (386) 767-4774 FAX (386) 767-65m COPYRIGHT 2003 NET TO BE REpROCUCE15 IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BEN PAGE NETT, .E. 1-39 SECTION 1 ADDITIONAL FASTENING, NUMBER OF FASTENERS PER TABLE 1.6 & 9.5 EXCEPT ALL HADED LOCATIONS SHALL BE FILLED MINIMUM OF ALL OUTER LOCATIONS 10) #8 x 1/2" S.M.S. EACH SIDE OF BEAM / POST 1" x 2" SNAP SECTIONS ATTACH TO 2" x 2" W/ 10 x 1-1/2" S. M. S. @ 24" O.C. OR CONTINUOUS SNAP SECTIONS OR 2" x 3" (4.) SPLINE GROOVE SECTION SCREENED ENCLOSURES EXISTING 2" x 6" 1 SELF MATING BEAM 10 x 3 1/2" S.M.S. 16" O.C. e O PROPOSED 2" x 3" x 0.050" SMOOTH SIDE DOWN 1/8" x 2-3!4" x 8" GUSSET EACH SIDE OF POST AND BEAM W/ 6 n8 x 1/2" S.M.S. EXISTING 2" x 4" ADDITION OF 2" x 3" TO EXISTING 2" x 6" S.M.B. SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767A774 fm (366) 767.4556 PAGE COPYRIGHT 2003 1-1 4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWR=NCE E. BENNETT. P.E. SECTION I CONNECTOR MAY BE (2) ANGLES, INTERNAL'U' CHANNEL OR EXTERNAL'U' CHANNEL EACH SIDE OF CONNECTING BEAM WITH SCREWS (PER SECTION 9) CARRIER BEAM SEE TABLE 1.4) —' MIN. NUMBER S.M.S. 3/4" LONG REQUIRED IS EQUAL TO BEAM DEPTH SCREENED ENCLOSURES e L:J J e m Q e C PRIMARY BEAM 6 a (SEE TABLE 1.1 AND/OR TABLE 1.5) E) F- a 6 u Q SEE SECTION 9) EXTRUSIONS W/ INTERNAL SCREW BOSSES MAY BE CONNECTED W/ (2) rINTERNALLY10 x 1 1/2" 4 CARRIER BEAM TO BEAM CONNECTION SCALE: 3" ANGLE OR RECEIVING CHANNEL u J 8 Co PRIMARY BEAM < 6 SEE TABLE 1.1 u D AND/OR TABLE 1.5) D- 6 F- a 6 u Q D BEA%,l TO WALL CONNECTION: 2) 2" x 2" x 0.060" EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD WALL WITH MINIMUM . 2) 3/8" x 2" LAG SCREWS PER SIDE OR (2) 1/4" x 2-1/4" CONCRETE ANCHORS TO CONCRETE ORMASONRYWALLADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" ALTERNATE) (1) 1-3/4" x 1-3/4" x 1-3/4" x 1/8" INTERNAL U-CHANNEL ATTACHED TO WOOD WALL WITHMINIMUM (3) 3/8" x 2" LAG SCREWS OR (3) 1/4" x 2-1/4" CONCRETE ANCHORS TO CONCRETE ORMASONRYWALLADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM LARGER THAN 3" CARRIER BEAM TO WALL CONNECTION SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-1774 FAX (386) 767-65U PAGE COPYRIGHT 20031.3 6 NOT TO BE REPROOUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERNI35ION OF LA'N}jENCF E. B NNETTI P,E' I L.— J mod of 7 PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 57, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA CERTIFIED TO -AND FOR THE PT EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC O c 0 JT ps I" I 3CGRAPHICSCALE C°°j+, 0, 9•J?• s 0 15 A=0*10'39" e* Fs L = 0.5 4' s eQjSTR=175.00' PC O CB=S54'17'51"E C=0.54' 4 S 11.22 Q Cti V k 6' 9U97LOT56 / I tis s s(0 A • so S23r gTroq4, 0t,-9 S NOTE: pFR.rRO 000. 1. PROPERTY CORNERS SHOWN HEREON WERE .Sp 4 SET/FOUND ON 7-24-03, UNLESS OTHERWISE Z4 SHOWN, 2. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS or RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 3. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 4. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 5. ALL INTERIOR DIMENSIONS WERE VERIFIED IN THE FIELD AND -SHOWN UPON THIS DRAWING. 6. THIS IS AN AS -BUILT SURVEY DELINEATING CONSTRUCTED IMPROVEMENTS ONLY AND COMPLIES WITH SECTION 61G17-6.005 OF THE FLORIDA ADMINISTRATIVE CODE FOR AN AS -BUILT SURVEY. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE FLEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINE OF LOT 57 BEING N 35'36'49" E PER PLAT. FIELD DATE:) 7-24-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM oS! LOT 58 LEGEND BUILDING SETBACK LINE CENTERLINE . RIGHT OF WAY LINE 14. EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426- 79 79 OFND 1/2" IRON ROD AND CAPLBW6393 (7/24/03) 30 Q FND NAIL AND DISC LB #68 (7/24/03) 1/2" IRON ROD AND CAPOSETLB4393 (7/24/03) CNA CORNER NOT ACCESSIBLE In, DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.8. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER COW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS SURVEY, SUBJECT TO THE SURVCYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FOR] BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. JOB .JO. ASM39671 DRA 4'N BY: 30ARD 08/4/03 CKB PLAN 12-12-02 CKB FOR THEkvU-/vkdvvj)t'r FIRM AM.R. NJUSCATEILO JR. Mg4 28 DATE FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A LA 0 Project Name- 1692 LMRJ Builder: CENTEX HOMES Address: 1171 BRISTOL FOREST TRAIL Permitting Office: CITY OF SANFORD City, State: LAKE MONROE, FL Permit Number: Owner: CENTEX HOMES Jurisdiction Number: 691500 Climate Zone: Central I. New construction or existing New 12- Cooling systems 2- Single family or multi -family Single family a, Central Unit Cap: 30.0 kl3tit/hr 3. Number of units, if multi -family I SUER: 12.00 4, Number of Bedrooms 3 b. N/A 5- Is this a worst case? Yes 6. Conditioned floor area (ft) 1692 ft' c. N/A 7. Glass area & type a. Clear - single pane 152.0 ft2 13. Hearing systems b. Clear- double pane 0.0 ftz a. Electric Heat Pump Cap: 30.0 kl3tu/hr c, Tint/other SIIG(., - single pane 00 ft, IISPF: T80 d, TmUother SHGC - double pane 0.0 ft, b. N/A 8, Floor types a. Slab -On -Grade F(h,,c Insulation R-0 0, 1710(p) ft c. N/A b, N/A c. N/A 14, Hot water systems 9- Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R -4. 1, 956.() 111 EF: 0.86 b. Frame, Wood, Adjacent R-- I I .0, 23 0-0 ft' b. N/A c. N/A d- N/A c- Conservation credits e. N/A IIR-I teat recovery, Solar 10. ('citing types DI-111-Dedicated treat pump) a. Under Attic R=19.0, 1709.0 111 15. HVAC credits PT, b, N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A IIF-Whole house fail, 11. Ducts PT-Programiiiable'l'hei-iiiostat, a- Sup: Unc_ Ret: Unc. All: Garage Sup. R=6.0, 1.0 ft MZ-C-Multizone Cooling, b. N/A MZ-H-Multizonc hearing) Total as -built points- 22329 PAGlass/Floor Area: 0.09 Total base points: 24359 OO I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: uDATE: r , I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: 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. WIAXWMA DATE: EnergyGauge ®R (Version: FLRCSB v3.2) ffffiffsffl ADDRESS ... PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1692,10 25.78 7851.6 Single, Clear W 1A 6.0 32,0 53.47 0.93 1589.8 Single, Clear S 1A 6.0 32,0 44.66 0.89 1268.3 Single, Clear E 1.4 &0 40,0 59.31 0.97 2298,3 Single, Clear E 1-4 6,0 32,0 59.31 0.93 1765.0 Single, Clear N 1A 6.0 16.0 27.96 0-95 424A As -Built Total; 152.0 7345.8 WALLTYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 230.0 030 161,0 Concrete, Int Insul, Exterior 4.1 956.0 1A8 1128A Exterior 956,0 1.90 1816.4 Frame, Wood, Adjacent 11,0 230,0 0.70 161-0 Base Total: 1186,0 1977.4 As -Built Total: 1186.0 1289.1 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 1124.8 As -Built Total: 38.0 1187.2 CEILINGTYPES Area X BSPM Points Type R-Value Area X SPM XSCM= Points Under Attic 1709,0 213 3640.2 Under Attic 19.0 1709.0 2.82 X 1,00 4819A Base Total: 1709,0 3640.2 As -Built Total: 1709.0 4819A FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 172.0(p) 31-8 5469.6 Slab -On -Grade Edge Insulation 0.0 172.0(p -31.90 5486.8 Raised 0.0 OM 0.0 Base Total: 5469.6 As -Built Total: 172,0 5486.8 INFILTRATION Area X BSPM Points Area X SPM = Points 1692- 0 14,31 24212.5 1692.0 14,31 24212,5 EnergyGauge ® R DCA Form 600A-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3,2 FORM 60OA-2001 LADDRESS: ... PERMIT #: AS -BUILT Summer Base Points: 32336.8 Summer As -Built Points: 32367.2 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Poin s DM x DSM x AHU) 32367.2 1,000 1.087xl.150xl,00) 0.284 0.950 10922.7 1 32336.8 0.4266 13794.9 32367.2 1.00 1.250 0.284 0.950 10922.7 EnergyGauge Tm DGA Form 60OA-2001 EnergyGauge(R)IFIaRES2001 FLRCSB v3.2 MTN,V,1_:M4 A UBE ADDRESS: - PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM Points Overhang Floor Area Type/SC Ornt Len Mgt Area X WPM X WOF = Pointl 18 1692.0 5.86 1784.7 S717777-ar W 1,4 6-0 32.0 10.74 1,01 346,7 Single, Clear 8 1.4 6.0 32.0 713 1.04 257.1 Single, Clear E 1A 8-0 40,0 9,96 1.01 402.0 Single, Clear E 1A 6.0 32,0 9.96 1,02 3218 Single, Clear N 1.4 6,0 16,0 12.32 1.00 196.5 As -Built Total• 1152.0 1526.2 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 230,0 1.80 414,0 Concrete, Int Insul, Exterior 4,1 956.0 131 3159.6 Exterior 956.0 2,00 1912.0 Frame, Wood, Adjacent 11.0 230.0 1,80 414.0 Base Total: 1186 0 2326.0 As -Built Total: 1186.0 3573.6 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 1709.0 0.64 1093.8 Under Attic 19,0 1709.0 0.87 X 1.00 1486.8 Base Total: 1709.0 1093.8 As -Built Total: 1709.0 11486.8 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 172,0(p) 1.9 326.8 Slab -On -Grade Edge Insulation OO 172,0(p 2,50 430-0 Raised 0.0 0.00 l Base Total: 326.8 As -Built Total: 1172.0 430.0 INFILTRATION Area X BWPM Points Area X WPM = Points 1692- 0 0.28 473,8 1692.0 -0,28 4718 EnergyGauge@ DCA Form 600A-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 PERMIT AS -BUILT Winter Base Points: 457 Winter As -Built Points: 6801.0 Total Winter X System Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 6801 O 1.000 1.078x1,160x1.00) 0.438 0,950 3535.2 4577.9 0.6274 2872.2 6801.0 1.00 1.250 0.438 0.950 3535.2 EnergyGauge T" DCA Form 60OA-2001 EnergyGauge&FIaRES'2001 FLRCSB v3,2 I FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS:,,, PERMIT 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 Wo 0,86 3 1,00 2623.63 1 M 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS AS -BUILT Cooling + Heating + Hot Water Total Cooling + Heating + Hot Water Total Points Points Points Points Points Points Points Points 13795 2872 7692 24359 EnergyGaUgeTm DGA Form 600A-2001 EnergyGauge@/ Fla RES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Residential Whole Building Performance Method A - Details ADDRESS:,,, PERMIT #. 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMV0411E ITS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1 A Maximum:.3 cfm/sq ft, window area, .5 cfm/s ft. door area. m.. Exterior & Adjacent Walls 606-1.ABC.1.2A 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 t late_ 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 the perimeter enetrations 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_enetrations 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 112" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from GOnditlQned Space_tested. MultE story Houses 606.1.ABC.1.2.5 Air barrier on perimeker 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 exceeded b all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612A Comply with efficiency requirements in Table 6-12, Switch or clearly marked circuit breaker electric or cutoff as must b rovided. External or built-in heat trap r_eguired. 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 efficienf 78%. Shower heads_ 612.1 Water flow must be restricted to no more than 2.5gallons 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 604A, 602.1 Ceilings -Min. R-19_ Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11, EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.1 The higher the score, the more efficient the home. I. New construction or existing New 12. Cooling systems 1 Single family or multi -family Single family a. Central Unit Cap: 30,0 Malin 3, Number of units, if multi -family I SEER: 12,00 4. Number of Bedrooms 3 b, N/A 5, Is this a worst case? Yes 6. Conditioned floor area (111) 1692 111 c. N/A T Glass area & type a. Clear - single pane 152.0 ff' 13. Hearing systems b, Clear - double pane 0.0 111 --- a- Electric Heat Pump Cap: 30.0 kBtLvlir c. Tint/other SIIGC - single pane 0.0 W HSPF 7.80 d, Tint/other SfIGC - double pane 0'0 W b, N/A 8- Floor types a. Slab -On -Grade Edge Insulation R-0.0, 172-0(p) 11 c. N/A b. N/A c- N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, hit Insul, Exterior R=4.1, 956-0 W Eh: 0-86 b. Frame, Wood, Adjacent R=I 1.0, 230.0 111 b- N/A e. N/A d, N/A c. Conservation credits e. NIA IIR-Heat recovery, Solar M Ceiling types DYIP-Dedicated heat pump) a. Under Attic R=19,0, 1709.0 ft' 15. HVAC credits PT, K N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HT -Whole house fan, 11, Ducts PT -Programmable Thennostat, a. Sup: Unc. Ret: Unc. All: Garage Sup, R=6.0, I .O It RB-Attic radiant barrier, b, N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) 0 IIE S74 in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features, eo Builder Signature: Date: WN 2 7 2003 ;4 Address of New Home: BRISTOL FOREST TR. City/FLzip: LAKE MONROE/32747 Ob W'F NOTE: The home's estimated energy performance score is only available through the FLAIRES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPAIDOE EnergyStarT" designation), 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 wwwfivec. ucfedu for information and a list ofcertil'ited Raters. For information about F, loridas Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EriergyGauge(g) (Version: Fl-RCSB v3,2) 07)/26/2003 10:21 DEL AIR --) 4076614089 N0.347 P008 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1692 09-45-02 Proiect Information ZEM Desian Information Weather-, Orlando —AP, FL, US Winter Design Conditions Summer Design Conons Outside db 315 OF Outside db 93 *F Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 IF Daily range M Relabve humidity 50 % Moisture difference 43 gr/lb BuIldinq heat loss 27518 Btuh Ventilation air 0 cfm Vent,laton air loss 0 Btuh Design heat load 27518 Btuh MMTR= 14-11oltzoAIM111 = Heating Cooling 1692 1692 13536 13536 OV 0.40 180 90 Heating Equipment Summary Make TRANS Trade Efficiency 7.6 HSPF Heating input Heating output- 0 Btuh 479F Heatin temp rise 0 OF Actual fan 1000 cfm Heating air flow factor 0.036 cWBtvh 0 Structure 19516 Bt Ventilation 990 Design temperature swing 3.0 OF Use mfg data n Ratel-swing multiplier 0.98 Total sens. equip. load 20095 Bit Emm Intemal gains 920 BtlVentilation1474Bt Infiltration 26151 Bt Total latent equip. load 5056 Bt Cooling Equipment Summary Make TRANE Trade EfficJency 121 EER Sensible cooling 20440 Btuh Latent cooling 8760 Btuh Total cooling 29200 Btuh Actual cooling fan 1000 cfm Cooling air flow factor 0,051 cfm/Btuh Load sensible heat ratio 80 % have 4een mmusLiio, ovw7ld*n801war Pdntout certified by ACCA to meet all requirements af Manual J 7th Ed. o VV"qjht-.<:>ft RigM-$uiteResidentlatt-5,5,06RSP26013 =3-Mar-26 D9:10:33 A466 F:XFllea\Centex2COZl692 16a2-Tsr Page 1 03/26/2003 10-21 DEL AIR 4 4076614089 NO.347 P009 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire use DEL AIR HEATINGAIR CONDITIONINGA Job: 1692 0"6-02 1 U9 COMMERCE STREET, LAKE MARY, FL, 32746-6Zr,, Prawn: (407) 431-26W 00MOMMI I 1, Winter infiltration AVF 0.80 ach x 13536 ff x 0.0167 2. Winter • load 11 X180 cfm 3. Winter infiltration HTM 6353 Btuh / 190 K 32 OF Winter TD = W Total window and door area WHIM 6353 Btuh 33.4 BtuhV 1, Summer infiltration AVF 0-40 ach x 13536 ft' x 0-0167 = 90 cfm 2. Summer infiltration load 1A X90 cfm x 18 3. Summer infiltration HTM 1787 Btuh / 190 fl? F Summer TO = 1787 Btuh Total window 9A EtuhlfV and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr4b moist-diff. x 90 cfm 2661 Btuh 1, Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 OF Summer TO 990 Btuh Sensible load for structure (Line 19) + 19515 Btuh Sum of ventilation and structure loads - 20605 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible 20095 Btuh 2, Latent sizing load Latent ventilation load 0,68 x 50 cfm vent. x 43 gr/lb moist.diff. 1474 Btuh Internal loads = 230 Btuh x 4 people + 920 Btuh Infiltration load from Procedure 0 + 2661 13tuh Equipment sizing load - latent 5056 Btuh Construction Quality is; a No, of Fireplaces is: a avl4rdalic v*jues rave been manually ovenidden Printout certified by ACCA to meet all requirements of Manual 3 7th Ed. L aMRM'T ETFLOIRSI -MfitIMRV 03/26/2003 10:21 DEL AIR + 4076614089 Entire House TYPE OF Load (15M) gfa$4 doom Healdng Norm EAN South Horz Net expDwd walls and parfiUons 46311 Less tramfer Int gaim pave 300 1200 1-70 Printout certified by ACCA to meet all Mulrements of Manual J 7th Ed- 03/26/2003 10.21 DEL AIR + 4076614089 Entire House DEL AIR HEATING,AIR GONDITIONING,R WICILDY 6.0 It TYPE OF EXPOSURE LASS cdamal heating Less transler Heating redistribution Duct loss 01 Printout certified by ACCA to meet 922!Ments of Manuel J 7th Ed. —N 03/26/2003 10:21 DEL AIR + 4076614089 NO.347 9012 m Entire HouseItDELAIRHEATINGAIR CONDITIONING,R Job: 1692 09-05-02 MANUAL J; 7th Ed, MBTH 4 Ceilings CohdK, Op4on 8,0 ft heal/cool 8.0 ft heat/cool D ft heavc0d TYPE OF cs HTM Area Load Pub) Loa Area L (Btuh) Area Load (Btuh) Area F44r rOD 14b1 749 Les,s transfer Heating redistribution 0 D int gains. L:: 7 0 0rMalLOUtransfer00 18 Ductliairn 104A 19 100A 10114 11L144 03/26/2003 10:21 DEL AIR -> 4076614089 NO. 347 P013 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONINGR Job; IG92 09-05-02 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) 831-2w5 w S D W G L S S 0 N A S 0 0 w C, w s N K I A L 0 T H V G N H v v H H N H D Y R L A W R A H L G C R R G T A A w L Z E M D G Z L 0 x y T m R R FOY BR3 a n e a 0 n 0 d I 1 90 1,0 1.4 1.0 5,0 54.4 32a0 1.0 GREAT RM a n n a c n 0 d 1 1 90 1-0 1-4 1,0 5,0 20A 32,0 0.0 KIT b n w a 0 n 0 d 1 1 90 to 1.4 tO TO 54.4 40.0 0,9 WIC/LDY MBR a n w a rl n 0 d 1 1 90 tO 1A 1-0 5.0 54.4 32.0 1.0 wic MBTH BR2 a n s a 0 n 0 d 1 1 90 tO 1-4 tO 5.0 30,4 MO 16.0 BTH AZ WrIghtSoft Right-SukeResideMalTm5.5,O6RSR26013 2003-Mar-2609:10'33 ACM 5:\Fft3C4MW20QZ169Zl692,rsr page I Rom inc. c - jet Apr U4 = Scale . 1:4,-, LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) Ildefl PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0,07 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0,00 Vert(TL) 0.00 A >999 BOLL 0,0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 110,0 Code FBC2001 (Matrix) 1 st LC LL Min I/clefl - 240 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 0-11 -11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) C--1 I /Mechanical, B-1 38/0-8-0, D-9/Mechanical Max Horz B-35(load case 4) Max UpliftC--1 3(load case 5), B--89(load case 4) Max Grav C-28(load case 4), B-1 38(load case 1), D-9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, 8-C--28 BOT CHORD B-D-0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft;TCDL-6.Opsf; BCDL-6,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1,33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint C and 89 lb uplift at joint B. 3) Truss shall be fabricated per ANSIfTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances, The truss designer accepts no responsibilit, for the correctness or accuracy of the design information as it may relate to a specific building, Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, LOAD CASE(S) Standard f CNJ CC Mint MR Mono #13§11400ou ngton, In 2:17:11 2003 Page 1i KIIIIHM Scale. 13, LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 20,0 Plates Increase 1,25 TC 0.10 Vert(I-L) n/a - n/a TL20 245/193TCDL10.0 Lumber Increase 1.25 13C 0.03 Vert(TL) 0,01 A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0,00 C n/a BCDL 10,0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 2-11 -11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, 3EACTIONS (lb/sIze) C-57/Mechanical, 8-204/0-8-0, D-26/Mechanical Max Horz B-63(load case 5) Max UpliftC--52(load case 5), B-80(load case 4) NOTES (3) 1) Wind: ASCE 7-98 perFBC2001; 110mph; h-15ft; TCDL-6.0psf; BCDL-6,Opst; occupancy category 11; exposure B; enclosed; MW FIRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint C and 80 lb uplift at joint B. 3) Truss shall be fabricated per ANSIfTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard 15, Z. Cl) 0 . gr$ MOWL XOTIMM rol 1044.0), at aNMI% mffm MR rest Products, Inc., JACK ME IQ Inc. Sat Apr 19 1217111 3X4 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 20,0 Plates Increase 1.25 TC 0.24 Vert(LL) n/a n/a TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.05 A >354 BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(TL) -0,00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/def I - 240 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11 -11 oc purlins. BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) C-126/Mechanical, B-275/0-8-0, D-46/Mechanical Max Horz B-1 00(load case 5) Max UpliftC--94(load case 5), B--69(load case 4) NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph;h-15ft;TCDL-6.0psf; BCDL-6,Opsf; occupancy category 11; exposure B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1,33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint C and 69 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1.95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verity all design Information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 539069Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980CJ5 i 53906980 1EJ5 IJACK y I Centex-Orlando/1 692A/jsk/4-14-3 mom MUM I 3x4 =. 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Well PLATES GRIP TOLL 20,0 Plates Increase 1,25 TC 024 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0,05 A >348 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) C-127/Mechanical, B-276/0-8-0, D-46/Mechanical Max Horz B-1 00(load case 5) Max UpliftC--94(load case 5), B--69(load case 4) NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; I I Omph; h-1 5ft; TCDL-6. Opst; BCDL-6,0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint C and 69 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, I LOAD CASE(S) Standard A 0 6 Customer No: 11045 Customer Name: CENTEX HOMES ORLAN DO Shop No: 53906980Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980EJ5 EM w 539067980_JEII JACK Job Reference 4U—niversal,Forest —Products,Inc., Burlinti I —J—J—L - _nce Lopfior!41 gtO411105, Jeff Klir r--006 s Feb 20 2003 MiTek Industries, Inc, Sat Apr 19 12:17: Scale - 1:15,: U4 -- LOADING (psf) SPACING 2-0-0 CS] DEFIL in (loc) I/defl PLATES GRIPTCLL20,0 Plates Increase 1.25 TC 0.55 Vert(LL) n1a n/a TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.20 Vert(TL) 0,17 A >93BCLL0.0 Rep Stress Incr YES WB 0,00 Horz(TL) -0.00 C niaBCDL10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 6-0-0 oc purlins, BOT CHORD 2 X 4 SYP No.2 HOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) C-190/Mechanical, B-352/0.8-0, D-66/Mechanical Max Horz B-1 37(load case 5) Max UplifIC--135(load case 5), 8--62(load case 4) NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph;h-15ft;TCDL-6,0pst; BCDL-6,0psf; occupancy category 11; exposure B: enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1.33, 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint C and 62 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints, Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding, Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, 31= V1J ryar to C:) 71' 1 V 0 BRIM mul WM1iRENT02i", 0 Job buss I russ 53906980 1-11 HIP M0 Sim 1-0- 4-6-4 7-0-0 -12-3-7_ 17-5-2 22-6-14 27-8-9 33-0-0 35-5-12, 40-0-0 4100 1-0-0 4-6-4 2-5-12 5-3-7 5-1-11 5-1-11 5-1-11 5.3-7 2-5-12 4-6-4 1-0-0 Scale - 1:68, 700 5,00 V2 D 1i ) 5X6 = 5X8 = 2X5 11 5x6 = 5X6 = 7x10 = u a n U r U N 5X6 = 607 L4:1181-1= 5X8 = 5X6 = 5x6 = 5X6 5X10 MOW= 4 A9 1P-4 40-0-0 7-1-12 5-1-11 5-1-11 5-1-11 5-1-11 5-1-11 7-1-12 Plate O1fset§_ffX)L_1B.'Q-_2-7d -3-12 -4-:0ge LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.83 Vert(LL) 0,93 Q-R 510 TL20 245/193 TCDL 10.0 Lumber Increase 1,25 BC 0.93 Vert(TL) 1,53 Q-R 308 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.27 L n/a BCDL 10,0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 250 lb LUMBER TOP CHORD 2 X 4 SYP No.2 *Except* T2 2 X 6 SYP No,2, T3 2 X 6 SYP No.2 BOT CHORD 2 X 6 SYP No.1 *Except* B2 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 *Except* W1 2 X 4 SYP No.2, W1 2 X 4 SYP No.2 W1 2 X 4 SYP No.2, W1 2 X 4 SYP No.2 W1 2 X 4 SYP No.2 REACTIONS (lb/size) B-3309/0-8-0, L-3309/0-8-0 Max Horz B--75(load case 5) Max UpliftB--939(load case 2), L--939(load case 3) BRACING TOP CHORD Sheathed or 1-8-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-5-7 oc bracing. FORCES (lb) - First Load Case Only TOP CHORD A-B-26, B-C--7372, C-D--7387, D-E--1 0163, E-F--1 1707, F-G--1 1707, G-H--i 1707, H-1--11726, I-J--1 0159, J-K--7388, K-L--7372, L-M-26 k BOT CHORD B-U-6690, T-U-6864, S-T-6864, R-S-1 0161, Q-R-1 1726, P-Q-1 0157, O-P-6865, N-0-6865, L-N-6691 WEBS D-U-178, J-N-179, C-U-194, D-S-3740, E-S--1565, E-R-1760, G-R--629, H-R-21, H-Q--634, I-Q-1786, I-P--1570, K-N-195' J- P-3734 NOTES ( 8) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-15ft; TCDL-6,Opsf; BCDL-6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1,33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 939 lb uplift at joint B and 939lbupliftatjointL. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 258,21b up at 33-0-0, and385,01b down and 258,21b up at 7-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 8) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where indicated and within 4" of interior joints, Bracing indicated on this sheet Is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specificbuilding, Any references to job names and locations are for administrative purposes only and are not part of therevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: A-D--60,0, D-J--125,0, J-M--60.0, B-L--41.7 Concentrated Loads (lb) V- Vert: D--385,0 J-385.0 ""r Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF - Date Req:04/25/2003 Draw No: 5390698OH1 Jot) us$ Irus-s type ---------'fy Centexx-Orlando/l 692Ar/ Isk/4-14-3 53906980 H2 HIP TRUS ---J Reference o0iorall UniversalforestProducts,lnc., Burli gton,fW27215leff Ker-5,000 sFeb202003MiTek Industries, Inc. Sat Apr 19 12:17: 1_- 0-0 5-91 9-0-0 16-5-3 23-6-13 31-0-0 34-2-15 40-0-0 41-0 1- 0-0 5-9-1 3-2-15 7-5-3 7-1-11 7-5-3 3-2-15 5-9-11 1-0-0 Scale - 1:681 60 = 5. 00 2- n 30 = 3X8 = 3x6 E F a 5X6 H 3XI = P 0 N V! L 3x7 3x8= 3x10Mll18H= 3x6 = 300MI118H= 3x8 5- 9-1 3-4-11 10-10-4 10-10-4 3-4-11 5-9-1 Plate Offsets_(XAJq:0-3-90 ff- 0-2-4] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TOLL 20. 0 Plates Increase 125 TC 0.54 Vert(I-L) 0,35 N >999 TL20 245/193 TCDL 10.0 Lumber Increase 1,25 BC 0.97 Vert(TL) -0.78 L-N >608 BOLL 0, 10 Rep Stress Incr YES WB 0,64 Horz(TL) 0.20 1 n/a BCDL 10. 0 Code FBC2001 (Matrix) I st LC LL Min I/def I - 240Weight: 186 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 2-9-14 oc purlins. BOT CHORD2X4SYPNo.2 BOT CHORD Rigid ceiling directly applied or 6-8-15 oc bracing. WEBS 2X4SYPNo.3 WEBS 1 Row at midpt E-P, G-L REACTIONS (lb/ size) B-1653/0-8-0,J-1653/0-8-0 Max Herz B--90(load case 5) Max UpliftB-- 344(load case 2), J--344(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3354, C-D--3150, D-E--2917, E-F--4077, F-G--4077, G-1-1-2917, H-1-3150, I-J--3354, J-K-22 BOT CHORDB-P-30011, O-P-3974, N-0-3974, M-N-3974, L-M-3974, J-L-3001 WEBS D- P-845, H-L-845, C-P--1 40, I-L--1 40, E-P--1 192, E-N-1 50, G-N-1 50, G-L--1 192 NOTES (6) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 1 10mph; h-15ft; TCDL-6.Opst; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever leftandrightexposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1,31 3) Provideadequatedrainagetopreventwaterpending, 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 344 lb uplift at joint B and 344 lb uplift at joint J. 6) TrussshallbefabricatedperANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where Indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required fortheoverallbuildingdesign. Building Designer shall verify ail design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the revieworcertificationofthetrussdesigner, J CD s Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 539069 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:5390698OH2 i 53906980 H3 Hrqt SS ucts,inc., Burlington, NC 27215, M Apr 19 12:17:13 2003 1 1 -0-q -9 -0-9 -1-1 - -07 -0 _3 _ 2 --1-- 1-0-0 6-10-4 4-1-12 6-0-0 6-0-0 6-0-0 4-1-12 6-10-4 1-0-0 Scale - 3X6 = 5X8 = 3x7 = 0 N M L K 3X7 -- WOM1118H= 30 = 3x8 = 300 M111 BH= 6-10-4 4-3-8 8-10-4 8-10-4 4-3-8 6-1 0-4 Plate Offsets _(XYj: LOADING (psi) SPACING 2-0-0 CS11 DEFL in (loc) I/defl PLATES GRIP TOLL 20.O Plates Increase 1,25 TC 0,54 Vert(I-L) 0,26 M 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.86 Vert(TL) 0,58 B-0 812 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.17 1 n/a BCDL 10,0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 190 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 3.0-5 oc purlins, BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 7-11-4 oc bracing, WEBS 2 X 4 SYP No3 REACTIONS (lb/size) 8-1653/0-8-0,1-1653/0-8-0 Max Herz B-1 06(load case 4) Max UpliftB--317(load case 2), 1--317(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-3291, C-D--2975, D-E--2721, E-F--3328, F-G-2721, G-H--2975, H-6-3291, I-J-22 BOT CHORD B-0-2961, N-0-3279, M-N-3279, L-M-3279, K-L-3279, I-K-2961 WEBS D-0-836, G-K-836, C-0-316, H-K--316, E-0-7112, E-M-90, F-M-90, F-K--7112 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL-6,Opst; BCDL-6.Opst; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1 33, 3) Provide adequate drainage to prevent water pending. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint B and 317 lb uplift at joint 1. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, LOAD CASE(S) Standard Ca D Lem iI CIRAMUOHN 501imm 100U, W mlff 13 Job Reference Wloctos-iries, Inc. Sat Apr 19 12:17:13 2003 Page J-3 1-0-0 7-1-3 5-10-13 14-0-0 5-10-13 7-1-3 1-0-0 Scale- 55X6 NM oAr N M I I 1 30 = US z- 3X8 = 3X8 T 3x8 = 3x6 = 40-0-0 10-3-14 9-8-2 9-82 10-3-14 Plate Offsets-ffYj'-0- - -,2-41,LF.q 3-Q,0-2-4I LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.55 Vert(LL) -0,22 L >999 TL20 245/193TCDL10,0 Lumber Increase 1,25 BC 0.79 Vert(TL) -0.50 L-N >944BCLL0,13 Rep Stress Incr YES WB 0.24 Horz(TL) 0,15 11 n/aBCDL10.0 Code FBC2001 (Matrix) 1st LC LL Min I/def I - 240 Weight: 189 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-4 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-1 oc bracing. WEBS 2 X 4 SYP NoA REACTIONS (lb/size) B-1653/0-8-0,H-1653/0-8-0 Max Herz B-1 22(load case 4) Max UpliftB--290(load case 2), H--290(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B-22,B-C--3309,C-D--3016,F-G--3016,G-H--3309,H-1-22.D-E--2893,E-F--2B93BOTCHORDB-N-29761 M-N-2500, L-M-2500, K-L-2500, J-K-2500, H-J-2976 WEBS C-N--342, D-N-496, F-J-496, G-J--342, E-L--430, D-L-498, F-L-498 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1,33, 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 lb uplift at joint B and 290 lb uplift at joint H. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing Indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, I Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 539069Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:5390698OH4 I Job Truss Truss Type I my Ply Centex-Orlando/i 692A/jsk/4-14-3 LI'llVIP 53906980 _ H5 CO 2 1 Job Reference App a[ on )__ Universal Forest Products,Inc, Burlington, 14-t-27 2-i-5,-Jeff —KerF-5,000 —sFeb 2-0 Inc. SatApr19 12: 7- 1,3 15-0-0 40-0-0 4,1-04) 1- 0-0 7-1-3 7-10-13 10-0-0 7-10-13 7-1-3 1-00 Sole - 1 5X6 20 11 5X6 I 3x6 = US = 30 = 3x8 = 3x6 = 0- 0 10- 3-14 9-8-2 9-8-2 10-3-14 Plate L OffsefsXYC10-4-0 0-3-01 D,0-3-0 P,0-2-4ktG:0-4-0 0-3-01 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/detl PLATES GRIP TCLIL 20.0 Plates Increase 1.25 TC 0,61 Vert(LL) 0.20 L 999 TL20 245/193 TCIDL 10,0 Lumber Increase 1.25 BC 0,78 Verl(TL) 0.47 L-N 996 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 015 H n/a BCDL 10,0 Code FBC2001 Matrix) 1st LC LL Min I/clefl - 240 Weight: 193 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-2 oc bracing. WEBS2X4SYPNo.3 REACTIONS ( lb/size) B-1653/0-8-0,H-1653/0-8-0 Max Horz B-1 38(load case 4) Max UpliftB--31 3 (load case 4), H-313(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD A-B-22.B-C--3333,C-D--3011,F-G--3011,G-H--3333,H-1-22,D-E--2479,E-F--2479 BOT CHORD B-N-3004, M-N-2322, L-M-2322, K-L-2322, J-K-2322, H-J-3004 WEBS C-N--421, D-N-620, F-J-1320, G-J-421, E-L--208, D-L-252, F-L-252 NOTES ( 5) 1) Unbalanced root live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 511; TCDL-6,Opst; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1,60 'plate grip DOL-1,33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 313 lb uplift at joint B and 313 In uplift at joint H. 5) Truss shall be fabricated per ANSlfFPl 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet Is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, I LOAD CASE(S) Standard runs a Jl2-1Burlington, 0 - JJqb-Roqferenc -foplion-a-11-- 6ci—sjn-C, Jeff -- 5.000 s Feb 20 2003 M!Tek Industries, Inc. Sat Apr 19 12:17: 4e-'-. 3- 8 J---?6A-tP 1 32-10-13 40-0-0 41-0 0- 1- 0-0 7-1-3 6-6-13 3-3-15 6-0-0 3-3-15 6-6-13 7-1-3 1-0-0 Scale - 1 I 5. 00 r1l 2 5X6 5X6 3X6 = 3X8 = 5X10 = 30 = 3x6 = 29- 8-2 1 40-0-0 10- 3-14 9-8-2 9-8-2 10-3-14 Plate Offset§_(X_,Y),, pLQ-4-Q030 -9-3-00-2-41,[F0 3-0 Q-_2- IC—q-0 3OL — --- LOADING ( psf) SPACING 2-0-0 CS1 DEFIL In (loc) I/defl PLATES TOLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) -0.20 M >999 TL20 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0A6 M-0 >999 BOLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.15 1 n/a BCDL 10.0 Code FOC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 205 lb LUMBER TOP CHORD 2 X 4 SYP No.2 GOT CHORD 2 X 4 SYP No,2 WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) B-1653/0-8-0,1-1653/0-8-0 Max Horz B-1 54(load case 4) Max UpliftB--333(load case 4),I--333(load case 5) GRIP 245/ 193 BRACING TOP CHORD Sheathed or 3-0-9 oc purlins, BOT CHORD Rigid ceiling directly applied or 8-4-8 oc bracing. WEBS1RowatmidptD-M, G-M FORCES ( lb) - First Load Case Only TOP CHORD A-B-22, B-C--3323, C-D--3011, D-E--2143, F-G--2143, G-H--3011, H-1--3323, 1-J-22, E-F--2166 GOTCHORDB-0-2993, N-0-2425, M-N-2425, L-M-2425, K-L-2425, I-K-2993 WEBS C-0-389, D-0-546, D-M--651, G-M--651, G-K-546, H-K--389, E-M=575, F-M-575 I NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.98 per FBC2001; 11 Omph; h-I 5ft; TCDL-6,Opsf; BCDL-6,0psf: occupancy category 11; exposure B; enclosed:MWFRS gable end zone; cantileverleftandrightexposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33, 3) Provide adequate drainage to prevent water pending, 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint B and 333 lb uplift at joint I. 5) Truss shall be fabricated per ANSIfTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Providebracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does notreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet far conformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibiliti forthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard RM an [ffgAt9d01M= 1 1: 1-3 ------ 1-0-0 7-1-3 6-6-13 5-3-15 2-0-0 5-3-15 6-6-13 7-1-3 1-0-0 Scala - I ;68,1 I 3x6 = 3x8 = 5,00 ff2- 5X6 = 5X6 = 3X8 = 3X6 = 2 10-3-14 9-8-2 9-8-2 dateff 0-3-OL___ LOADING (psf) SPACING 2-0-0 CS1 DEFIL In (loc) I/defl TOLL 20,0 Plates Increase 1,25 TC 0.53 Vert(LL) -0.20 M >999 TCDL 10.0 Lumber Increase 125 BC 0.78 Vert(TL) -0,46 M-0 >999 BOLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.15 1 n/a BCDL 10.0 Code FBC2001 (Matrix) I st LC LL Min Well - 240 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No,2 WEBS 2 X 4 SYP No,3 REACTIONS (lb/size) B-1653/0-8-0,1-1653/0-8-0 Max Horz B-1 70(load case 4) Max UpliftB--352(load case 4), 1-352(load case 5) 10-3-14 PLATES GRIP TL20 245/193 Weight: 206 lb BRACING TOP CHORD Sheathed or 3-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or B-0-1 oc bracing. WEBS I Row at midpt D-M, G-M FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3319, C-D-3012, D-E--2116, F-G-2116, G-1-1-3012, H-6-3319, I-J-22, E-F--1963BOTCHORDB-0-2988, N-0-2435, M-N-2435, L-M-2435, K-L-2435, I-K-2988 WEBS C-0-376, D-0-537, 0-M--735, G-M--735, G-K-537, H-K--376, E-M-591, F-M-591 NOTES (5) 1) Unbalanced root live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001: I I Omph; h-1 5ft; TCDL-6.0psf; BCDL-6,opsf; occupancy category 11; exposure B; enclosed;MWFIIS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water pending. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 lb uplift at joint B and 352 lb uplift at joint I. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints, Bracing Indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard KOMMMMM Job I Truss I Truss Type I Qty I Ply I Centex-Orlando/1 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:16 2003 Page I 19-6-4 26-2-4 33-0-0 40-0-0 41-00 1-0-0 6-11-9 3-0-7 3-0-0 6-6-4 6-8-0 6-9-12 7-0-0 1-0-0 soak - 1:69, 5X6 = soojV D 5X6 = 3X1 Q P a N M L 30 WO M1118H= 3X6 = 3x6 = 3X6 - 3x8 = WO M11181+= 10-0-0 19-6-4 0-0 10-0-0 9-6-4 6-8-0 6-8-0 7-1-12 SPACING C lLOADING (pst) 2-0-0 DEFL in (loc) I/defI PLATES GRIP TCLL 20,0 Plates Increase 2: TC 0.76 Vert(LL) 0.50 N-0 >950 TL20 245/193 Lumber Increase 1 2TCDL10.0 1 LBC 0,85 Vert(TL) -0.99 O-Q >478 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TI-) 0.22 J n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/clef I - 240 Weight: 185 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-3-4 oc purlins. BOT CHORD 2 X 4 SYP No,1 BOTCHORD Rigid ceiling directly applied or 6-3-2 oc bracing, WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt H-L REACTIONS (lb/size) B-1653/0-8-0,J-1653/0-8-0 Max Horz B--97(load case 5) Max Uplift!3-257(load case 3), J--444(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3326, C-D--3052, E-F--5297, F-G-4761, G-H-4761, H-6-3084, I-J--3396, J-K-22, D-E--3042BOTCHORDB-Q-2975, P-Q-4576, O-P-4576, N-0-5297, M-N-4761, L-M-4761, J-L-3039 WEBS I-L-91 1, D-Q-2195, E-Q--2540, C-Q--282, E-0-792, F-O--1 69, F-N--586, H-N-355, H-L--1836 NOTES (6) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL-6,Opsf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1,33. 3) Provide adequate drainage to prevent water pending. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257 lb uplift at joint B and 444 lb uplift at joint J. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of Individual members only and does not replace erection and permanent bracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building, Any references to job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard 0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 539069Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:5390698OH9 i Jot) I russ _ I i russ i ype uly rly 0, IICX ...... UU, ' '"4' 53906980 H10 M Joib Refererice_(qption Forest —Products,inc,, Burlington, NC —27215,Jeff Kerr-- 5.0-00 s F—eb20 200-3 MiTek Industries, Inc. Sat 2:100 20-8-0 1- 0-0 5-0-0 7-10-0 7-10-0 K — F1 _9 9 9 U4 = U4 = am 5- 1-12 12-10-0 14-0-0 20-8-0 5- 1-12 7-8-4 1-20 6-80 Plate Offsets (> Y[G:0-2-12,Q-3-41 1 1: Scale . i 30 = U4 11 LOADING ( psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.05 G-H >999 TL20 245/193 TCDL 10,0 Lumber Increase 1.25 BC 0,36 Vert(TL) -0.13 G-H >999 BCLL 0.0 Rep Stress Incr NO WB 0A2 Horz(TI-) 0,01 F n/a BCDL 10.0 Code FBC2001 (Matrix) I st LC LL Min I/def I - 240 Weight; 95 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD BOT CHORD 2 X 4 SYP No.2 BOT CHORD WEBS 2 X 4 SYP No.2 *Except* W2 2 X 4 SYP No,3, W2 2 X 4 SYP No.3 REACTIONS ( Ibfsize) G-1 449/0-8-0, F-400/0-8-0, B-799/0.8-0 Max Herz B-1 I I (load case 3) Max U pl iftG--432 (load case 3), F--1 17(load case 3), B--227(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD A-B-22,B-C--1410,C-D--1256,D-E--37,E-F--284 BOT CHORD B-H-1266,G-H-37,F-G=229 WEBS C-H--1 45, D-H-1 264, D-G--1 134, E-G-1 99 Sheathed or 4-6-1 oc purlins, except end verticals, Rigid ceiling directly applied or 9-6-9 oc bracing, NOTES ( 7) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6,Opsf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOLw1.60 plate grip DOL-1.33. 2) Provide adequate drainage to prevent water pending, 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 432 lb uplift at joint G, 117 lb uplift at joint F and 227 In uplift at joint B. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) G. 5) Girder carries hip end with 5-0-0 end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 175,01b down and 117.31b up at 5-0-0 on top chord, Design for unspecified connection( s) is delegated to the building designer, 7) Truss shall be fabricated per ANSaPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated an this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances, The truss designer accepts no responsibility for the correctness or accuracy of the design Information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, LOAD CASE(S) Standard 1) Regular: Lumber Increase 1.25, Plate Increase-1,25 Uniform Loads (plf) Vert: B-F--31 7, A-C--60.0, C-E--95.0 Concentrated Loads (lb) Vert: C--175.0 tj J Jot) truss type Y 53906980 LHIUIS S HIP 1 1 J1 Lfn-71v—ersal-Forest Products, lnc-,, Burl- 27215, Jeff Kerr 5.000 s Feb 20 20673—Vi-fel 1-0-0 7-0-0 6-0-0 5X8 5x6 I am IMEMM 7-0-0 scale - 1:34. 3x6 2X3 11 300 M1118H.- 3x4 am OEM LOADING (psf) SPACING 2-0-0 CS! DEFL In loc) I/defl PLATES GRIPTCLL20,0 Plates Increase 1.25 TC 0,82 Vert(LL) 0,13 F-H >999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0,91 Vert(TL) -0.26 E-F >890 BCLL 0.0 Rep Stress Incr NO WB 0,11 Horz(TL) 0,08 E n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defI - 240 Weight: 80 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORE? Sheathed or 2-9-6 oc purlins, BOT CHORD 2'X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 6-8-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) E-1560/0-8-0,B-1646/0-8-0 Max Herz B-81 (load case 4) Max Uplift E--377(load case 5), B--447(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3214, C-D--2921, D-E--3225 BOT CHORD B-H-2895, G-H-2909, F-G-2909, E-F-2907 WEBS C-H-275, D-F-278, C-F-14 NOTES (a) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph'. h-1 5ft; TCDL-6,Opsf; BCDL-6.opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33, 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 lb uplift at joint E and 447 lb uplift at joint B. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 385,01b down and 258,21b up at 13-0-0, and 385,0115 down and 258,21b up at7-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 8) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated onthissheetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The trussdesigneracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pif) Vert: A-C-60.0, C-D--125.0, D-E-60.0, B-E--41,7 Concentrated Loads (lb) Vert: 0--385,0 D--385,0 Y Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 539069Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:5390698OH1 1 1 Jou ' ' ss 53906980 LHIU2 Universal forest Pro 1--1-0-0 1-0-0 I Inc., Burlington, NC 27215, 6-11-9 2-0-7 Job Referencetion I 5. 000 s Feb 20 2003 MlTek Industries, Inc. Sat Apr 19 12:17: -117 2003 Page i 2- 0-0 2-0-7 6-11-9 Scale - 1:341 Sx4 5x4 D F 3X5 = I 3X5 3A = 3x6 _ 3x4 9- 1-12 LOADING psi) SPACING 2-0-0 CS11 DEFIL in loc) I/clefl PLATES GRIP TOLL 20,0 Plates Increase 1.25 TC 0,43 Vert(LL) 0.09 G-H 999 TL20 245/193 TCDL 10,0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.25 G-H 927 I3CLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.03 G n/a BCDL 10.0 Code FBC2001 Matrix) I st LC LL Min I/defl - 240 Weight: 84 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD BOT CHORD 2 X 4 SYP No.2 BOT CHORD WEBS 2 X 4 SYP No.3 REAC11ONS ( lb/size) G-771/0-8-0, B-856/0-8-0 Max Horz B-97(load case 4) Max UpliftG--1 34(load case 5), B--204(load case 4) FORCES ( b) - First Load Case Only TOP CHORD A-B-22, B-C--1383, C-D--1137, D-E--1003, E-F--1140, F-G--1375 BOT CHORD B-J-1200,1-i-1003,H-1-1003,G-H-1210 WEBS D-J-389, E-H-414, C-J--344, F-H--361 Sheathed or 4-11 -8 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing, I NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001 I I Omph; h-1 5ft; TCDL-6,Opsf; BCDL-6,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33, 3) Provide adequate drainage to prevent water ponding, 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint G and 204 lb uplift at joint B. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Providebracingwhereindicatedandwithin4" of interior Joints. Bracing indicated on this sheet Is to reduce buckling of individual members only and does notreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information on this sheet for conformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances, The truss designer accepts no responsibilit for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. I LOAD CASE(S) Standard CD f FTOIR cuss Ilruss lype I ON I PIV I Centex-Orlando/1 692A/iskl4-14-3 Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MTek Industries, Inc. Sat Apr 19 12:17:1 1 -9 --4---JQ0-0 1-0-0 6-11-9 3-0-7 3-0-7 6-11-9 Scale - I 5x4 = N I 10-0-0 10-0-0 Plate Offsets X LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES TCLL 20,0 Plates Increase 1.25 TC 0,41 Veri(LL) 0.10 F-G >999 TL20 TCDL 10,0 Lumber Increase 1.25 BC 0.63 Vert(TL) -0.26 F-G i >877 BCLL 0,0 Rep Stress Incr YES WEI 0.24 Horz(TL) 0.03 F n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/def I — 240 Weight: 82 lb REACTIONS (lb/size) B-856/0-8-0, F=771/0-8-0 Max Horz B- 1 05(load case 4) Max UpliftB--213(load case 4), F--1 43(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--1380, C-D--1074, D-E--1075, E-F--1370 BOT CHORD B-G-1 198, F-G-1 205 WEBS C-G--361, D-G-737, E , G--371 30 — M BRACING TOP CHORD Sheathed or 4-11-8 oc purlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, NOTES (4) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1 .60 plate grip DOL-1,33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint B and 143 lb uplift at joint F. 4) Truss shall be fabricated per ANSIfFPI 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet Is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilitforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding, Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. I LOAD CASE(S) Standard Z D 0 It * Ilk, 6 JOB I russ 53906980 HJ5 Universal Forest 'Pro RIM JACK Jeffo—c, Burlington, 2215, E 3x4 LOADING (pst) SPACING 2-0-0 TCLL 20.0 Plates Increase 1,25 TCDL 10.0 Lumber Increase 1.25 BCLL 0,0 Rep Stress Incr NO BCDL 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 Qty Piy Centex -Orly T Job Referer 5.000 s Feb 20 2003 MlTek Industries 7-0-2 3.54 r1_2 T1 Bi CS1 DEFL in loc) I/defl PLATES GRIP TC 0.56 Vert(LL) n/a n/a TL20 245/193 BC 0.22 Vert(TL) 0.14 A >160 WB 0.00 Horz(TL) -0.00 C n/a Matrix) 1st LC ILL Min I/defl - 240 Weight: 24 lb BRACING TOP CHORD Sheathed or 7-0-2 oc purlins, DOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C-224/Mechanical, B-280/0-8-0, D-80/Mechanical IE Max Horz B-91 (load case 3) Max UpliftC-- I 48(load case 5), B--74(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-E-21, B-E-21, B-C-47 BOT CHORD B-D-0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL-6,Opsf; BCDL-6.Opsi; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1,33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 lb uplift at joint C and 74 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1,25, Plate Increase-1,25 Uniform Loads (pit) Vert: A-E--60.0 Trapezoidal Loads (plf) Vert: E-0.0-to-C-106.1, 0-1.7-to-D-35.4 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 5390698*, Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980HJ5 jo-b--- -Truss Truss T Qty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 HJ7 JACK 4 1 Job Reference (optional) Universal —Forest rrod6-cts,—Ine.,-Burlington, —NC 27215, Jeff —Kerr —5.00-0FsFeb20 2603 Mifek Irid-ustries, Inc. Sat Apr 19 12:17:18 2003 Page I 12_ 1-6-8 6-7-12 3-2-5 Scale ® 1:18.; D - 3x4 3.54 c wW2 wl[ Wl H E-1 131 1. G F E 20 II W 3x4 6-7-12 3-2-5 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (lac) I/defl PLATES GRIP TCLL 20,0 Plates Increase 1,25 TC 0.38 Vert(LL) 0.02 F-G >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.05 B-G >999 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.01 E n/a BCDL 10,0 Code FBC2001 (Matrix) 1 st LC LL Min I/def I - 240 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP Nm3 REACTIONS (lb/size) D-150/Mechanical,B-437/0-8-0,E-473/MechanicaI Max Herz B-1 76(load case 2) Max UpIiftD--1 13(load case 5), 8--1 37(load case 2), E--80(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-H-21, B-H-21, B-C--743, C-D--68 BOT CHORD B-G-679, F-G-679, E-F-0 WEBS C-G-215, C-F--826 NOTES (3) 1) Wind: ASCE7-98 per FBC2001; 110mph; h-15ft;TCDL-6.0psf; BCDL-6.0psf; occupancy category 11; exposure B-. enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1 .60 plate grip DOL-1 .31 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint D, 137 lb uplift at joint B and 80 lb upliftatjointE. 3) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design Information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1 .25 Uniform Loads (pit) Vert: A-H--60.0 Trapezoidal Loads (pit) Vert: H-0.0-to-D-148.5, B--1.7-to-E--49,5 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980HJ7 Truss I Truss Type I Qtv 101 v - - - -1 Centex W Inc., Burlington, NG 27215, Jeff Kerr 5.000 s Feb 20 2003 M!Tek Industries, Inc. Sat Apr 19 12:17:19 2003 3 ... 3-15 0-1!3 40-410-0 -04) 1-0-0 7-1-3 6-6-13 6-3-15 6-3-15 6-6-13 7-1 -3 1-0-0 Scale - 1:6T 5.00 F1 2 3x6 = 3xB = 3x8 = 3x8 = 3x6 = 0 8 2 O_Ql10-3-14 9-8-2 9-8-2 10-3-14 LOADING (psf) SPACING 2-0-0 CS1 DEFIL In (loc) I/defl PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0,53 Vert(LL) -0.20 L >999 TL20 245/193TCDL10,0 Lumber Increase 125 BC 0,78 Vert(TL) -0.47 L-N >999 BCLL 0.0 Rep Stress Incr YES W13 0A1 Horz(TL) 0.15 It n/a BCDL 10.0 Code FBC2001 (Matrix) list LC LL Min I/defl - 240 Weight: 196 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 3-0-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. WEBS 2 X 4 SYP No,3 WEBS I Row at midpt D-L, F-L REAC11ONS (lb/size) B-1653/0-8-0, H-1653/0-8-0 Max Horz B-178(load case 4) Max UpliftB--360(load case 4), H--360(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3317, C-D-3013, D-E--2114, E-F--2114, F-G-3013, G-1-1-3317, H-1-22 BOT CHORD B-N-2986, M-N-2442, L-M-2442, K-L-2442, J-K-2442, H-J-2986 WEBS C-N--370, D-N-532, D-L--747, E-L-1 180, F-L--747, F-J-532, G-J--370 NOTES (4) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL-6,opsf; BCDL-6,0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1.33, 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 360 lb uplift at joint B and 360 lb uplift at joint H. 4) Truss shall be fabricated per ANSI/TP 1 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibilit) for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, LOAD CASE(S) Standard to a'* M's1R # Tj 0WX to] 0X, HENFEE% ILL, 0139ROMONUDDRIMM11 M1 m c311 LZ UK PF NCJ3Q C) CJ5 EJ5 EJ7 EJ5 14' EJ7 co EJ5 EJ7 EJ5 EJ7 u7 EJ5 00 00 co co 00 EJ7 EJ5 EJ7 EJ5 EJ7 EJ5 EJ7 Z- co Lo L) CIA EJ7 I CjciXEJ7— EJ7 EJ7 ry EP EJ7 EJ7 EJ7 20'- EJ7 EJ7 ICJ51 CJ5 CJ3 ci LD cii co r — — - -- 11— 7 1/ — co u u q4 24 " 0. C. 0 1 -0" 2'-1 1/2" 4, 4' 1'- 10 1/2" 0 0 ELIWINLL11111) STICK FRAME BY OTHERS PC Zry Z 0 4 zinm Ln m m rn Q) Z: V-) j Q:) ul L-Lj q- 0 Ui L) DRAWN BY: TWH CHECKED BY: DRAWING NUMBER t R 49Ru.u- 1%a wvwWWWSFA:ddA M E M t3 Ck GKV, YF. Ma sacxti. ua 9sf.M Fp w9oo wa t LISTED 1 x.Y ,x F 1 AVMVBfl s lI OP ON 7 t Qv. SiLFi Tft+C143 iWN. TRACK .909• = 4J 2(S PEATt6CfWRtoN (} PtP. 2-t/S'x!7 W 'hi'4Lit Gr 1 « y vrfc+t svtxen PEA su. 1449.4 Kim 1 REPORT# 966C F K C . k 7{ ~ a ( In ; Yq k SLCisax. CTG NSYf /(w.Js" SMBT H2TK 69RU3 9 f al Yft(!T • aR1N3wL atRbtO{ ksYSD L9CJ( PC SeriaN f.` FA/ 8 w9saraax. ws nw.nn v 'tt (,, y^_': ravn_•tt. =x 3. r .rwuvm=T* u,.rr k i;WV OKills LLV. V9 9N tt t 6YN. w m s'_p^ ,u saNsrfF ar {{t} se 6aNa rsrKnm . ccr•r as ou svxmxu ssar sea By .„ Ra susFy r aas +a sx ar (s3 " s r nF } ^a a atusa ylMD'ALL aIaRK ' 9O 004 "+, Isla 'rYiI.W Plfi d4d® 5C CA Wa. GLV. rMILPm STRL - f 7wcx f } Ss -31LV ,. % 29 Ck 6KY. V= wrm. r%z t rOLM WtUm` G. aK sF 29 aa. frW, stssx. un RLTVICR / 4s/a' PAN NSCRCt LAC' . • wM ONE S/i 6`.t.s/t SO V 4-41.. uo COVTTO .11WDak14N, tsa f/O xam PDX um set 1 {C-.W PCR 414LX WAO( . f 4WD" CAifsO-aN PRtWt7t, I I 9R f« Ofttt¢R3 (49aa Phi tt.4 CCNCA{Fs} OR t° "iPGtk1 SORCYS "" f J t CSXmn (ZLCG t/ f 0' 60 RHENO xToa 9tvZ4-ua4a6Lx€Sf€±t s++rp Z c sf P9 T corfcRBiCy, ww+swAs ur Or35wm rass6xLRGals PER avi[Po} ras cw DPP{ ( a O t4T ON a BRR6 4 SPw?C it lsi7 W/fit! f44[ 7 9/ $ RSC siuV. t1 G. aKv. SR6 TOP % ONE s+w WW as =' • a3 Ket, w3bf4R RY( FD Z' 4KN. srttL 4RfLK rAtti7eYS Fa k.ft Y Et /L R6{.a1J4 BRIf.XE7, fACN / wMAPaadi$. INCt1at+5 YtY &E CWNFNBUtiet Sf IO( GY4CxIfS. f/S ) iNL%s7 xTiMilto w//(a} y S'iiF L. stofet OoaR. {suF n&x RtetsAi45 Fa Prgnpf A P usn tt,4/t` BatsIX y(LyL uGiYV."atl TWSACC h19149NIti. a.i5 da M(two FRIG36 ATi.• xfKN 6PaasfT«;•f fs°itF « SCI YS P4J! seG Mn9C (K W ti OtCt F*O fJb' dK i tNJT ovmct MYED E may NO v ` g' py, y1df. 7TCN b fKL fFLS6AOUJX sTCf{, It" YPiL ioMms"-'(%S"'•ma Wti[ . B.G. W y WMIL amc +, a!Y.Yae arrnc.r t..c RCPtk i.s. f'A"t wsi K4x=mu. Nam+ 1115 u v.c tZW2 it 5' 4. u u-8aR r 4ai f a^,+SJs' fs6f,, 29 ar, are. v, sFcu nPPwa satyrs. isian IR, W n«c aexN a htt at;RPm>tF>rasrR+eeruaKassastns OEStGtal6a G5: ¢24.GPSF do -2a,9 PSF FAN. Tsaa,sdsQaftn s9 Ksr CQTSCC c.aN sec Fs+s PUPwNsrosnr arMc x*artiss+nwt ai TEST f.Oh6S: tSa.G PSF do -S7.G PSF 3' TYy x 2G Cb OV.v. SFiR a®am$ sqC SUOi "t1 Do" r/s OV s-,-f-, P.rFt .[ VEazrK cry TMs " w xR a PART NC.: A f scCasan C tr4.y), ui5+ u-ea IM c c w i a s ' t 'i wrN s +'s.31a° stV Y4aeK aN (wwv«va/'• ' w°^' 1LZ1ii.Lt CMNnn9kE Gtt d52Gi yea cae tuanacQ00 . F LtRANCES a. Tyt. c t-473 t-+ao Of DOOR, P+ 9u A. d lw^yp Yki iiti 'a" w4IWM. V N} MTJfId Gn :.Gn p scRt ifo: uct£C ai sT Wa s-o z a-G; Za/_2as o£s4n 411; SCALE: NTS DWG. t3 rx auv, aFra @aFTON sR.axa. swrip %r w ww .w GGGG . t.G4a CRRWN 8Y; Bu1A pATEt a/18/GG a wm*M. ti 1CHECKED $'!: ttu*,r t3A,TE. 4/18/00SH££T 7 Cr t St2£ jWtL WCOWAVW.ProjrelianU13.. SW" utt u . DWI. N4.: f G2 f 3a REV° NO, 4 t1 h s ilJ to io tddl 3b''?'LrJJJl Z t i 3b[}f1Ft aE5tONA Themro—Pre in —Swing Door Wood %ramee system C. r (A rC N059ttiA! 517 Singia up to 5'4 a 8'0 w/wa sid*0,s Double up to 8'4 x 8'0 w/wa sidolites rgyE rONiS^rR ttnuc. X, Ox, X0. OXO, XX, OXXO G` nEas, ESES Rtea"^-r'-r-`- Th. head and side jcmlas on finguj-i t pine a , jn_ 4-9/16' with a /2' robbed stop. f 3/ fi8` TAPCONg TYPEANCHORDRrKALLMASONRY Lwr i 2 FVUW4 2x r : ' S Pill WS 0 , Sita LA 41 t wsl S/ fe' X.47CDNlYP£ ANGsOR rSPA3 1«.0 sr a sP:acxE> G. 573E ,LtuB aAL nESIGN PRESSURE RATING: 3 MAX 78' O.C, S%ngts Positive. 67.0 PSF Negative 67.0 FS`FSingle with Sidekes Positive 60.0 PSF Negative 60.0 PSF CC N d e G to DoubleW/wo Sidetites Positive 47.0 PSF Negative 47.0 PSF f R000 uEt4Oe is ` n 3/ 16' PAPCON OW— TYPE ANCHOR 3' lAX is O.C. - 1/2. DRYWALL O 0 x2FIRRP4ZE3 MASONRY LM7FL tip d . s' X f4 a . ems t t5 as y IfJ 3/ 7s II ( S.. -4. Ti CONCRETE C MASONRY BLOCK NEAO .LW$ y , To lx sue-eutu a a v/2• DRYWALJ y tx SUCK 3/ 16' TAPCON F. 2 ii1tKR i Z W at r rfpE ANCHOR 3 r` y ELCO TAPOON O6` ECtML 4 O LLO L" X. SNfM SPACE 7—P/4' PetN. CM?. YER7tt` AL S*r AM8 ^ ra rx sus-sucx dN "a wruns. was t' 8t3.684.5631 1. This system has been svafuofe,d for use, rn locations <.dhering to the noridc Buifdrnq Cods and whaew preee,urorequirements as dot.-4wd by A5CE 7 Wnimum Design Loads for buildings 4/3/02 SCALE: N.Y.$. and Other Structures do not "..-d the design pre,ssureroUrpa fisted ha»in. BY, W.LN, 2. Far instaliratiosas whwq the, sub -buck 4 fees than 7-1/2' (FEC section 1707.4.4 Anchorage, Methods CXKt BY,' ILW. and sub -sections 1707.4,4.1 and i7074.4.2) Topaon type concrete anchors must be used and the DRAW44G NO, . length must be such that a minimum 1-1/4' engaga n nt of the 7apcon into the masonry wall 1s obtained. i-022tY1 sr+ a 7 t 01 ? Thermo -Fro In -Swing / OLt-Swing Door Wood Frames System &]Bra Single up to 5'4 x 8*0 ,,/** sidelites Single Positive 67.0 PSF Negative 67.0 PSF Double up to 8'4 x WO w1wo sidarites SIngle with Sidelites Positive 50.0 PSF Negative 60.0 PSF X, Ox. X01 OxO' xx. Oxx(i Double w1wo SideRes Positive 47.0 PSF Negative 47.O PSF The head and side iambs r7re fingerjoint pint measuring a min. 4-9116* with c V2' rabbeted stop. DOUBLE 2X HEADER HEALD? ZX STUD 2x aowx STUD N Ws tT\ HEAD JAWS rWA Is' C-sw Smad SPACE O Tl VV"r_AL SZE 'Age KZ7- 2 9 OR DOUBLE Df}ORWrrW lzfnrf rrrS This System nos beer, evaluated for use ;n jqcC(;0ns adhering to the noridc Building Code and where pressure requirements 05 determined by ASCE 7 Minimum Design toads for Svildi.igs and Other Structures do not exceed tlss design pressure ratings fisted heroin, o '0 12 0' Lu 4C V) waCn V) C4 Ln QkTt-' 4/3/02 SCALE., KT.S. DWQ BY: W.Lk cwL" FLw. DU*# 4 go- THE• r: ^u. ss.- sew 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FORM I -DARE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR FEWBEDWENT TO BASE MATERI SHALL BE BEYOND WALL DRESSING OR STUCCO. 4, DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5, THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MIAMI- E COUNTY. 6. M I -DARE APPROVED IMPACT RESISTANT SHUTTERS ME REQUIRED FOR SIDEI fTES ONLY. 7, SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION- Eg.j;e sheets: Fiberglass avg, min. yield strength V(miQ-6,000 Psi moothStor - 0,070` minimum skin thickness fiberClossiC - O. 110` minimum skin thickness Cif sign: Polyurethane foam core, withl.9 lbs. density by BASF. The po eI skin is constructed from a 0.070- thk. molding {SA4Cn}. The irtt is lifted with 1.9 lbs. y rettxre foam. The ppsnnef face is are glued to the wood sqes and pill. The, t41 &rich sfiie s rain# with o woad lock block 2,375 x 14.0 at the strike koeation The hinge solo is *get Jointed Pine and the top and bottom MR arc of a wood Composite material. fn the daub{- door ap*&t the inocfl- door is fdfed with an tAijded aluminum astrogal (Wind Jwnber e) of 063-T5 ot£aq. The frorne is constructed fmm fi jointed Pine. The heaoK is o the side nnbs with (3) I6go- 1/'crown z 2 long stopks at each side. The rtu Gons are sec na d together in a sidefite 0p icpfation ushg /8 K 2' kmg PFH Wood Screws (6) anew% per e%h mulfion. writs Use an Ihswiary Soddie threshold measurrq 5,75` z 1.548`. The wdelhe panels are sandwich glazed g two pies`- rame. are dry glazed on the erterww with on 1/8 thk. c¢Ilu#ar p p*g tape (Stk_Iq Tape) caulked wth s ewer. The Re frames are held wdfr a 18 c i r/2 long Ptoscrew. 37.5 MAX. --. OVERALL WIDTH 36" MAX. PANEL WIDTH Li v r w w s g C o a_ D g O 4 e o X ogn a3 EEr A— SINGLE tL(ZNG UNIT 74.5" MAX. OVERALL FRAME WIDTH 36.625" b. PANEL WIDTH W ASTRAGAL sc3w s w U- JJ o X TABLE OF CONTENTS DOUItaWING UNIT 105.5` MAX. OVERALL FKAML WIUth 36.625" MAX. 15.5` MAX. LJPANELWIDTH WIASTRAGAL FRAME WIDTH O y F" i 13.75" MAX. a cc WIDTH a 5n 7. T zs" MAX. O Z 5 n 111,0, WIDTH 0 n WCZLU R IF ¢0® t CS C Qso s ItLU n 0 I zziionv vay( jM0r s QZ Uous m DOUBLE W/512ELITES -WSWNC UNIT z 68.5® MAX. OVERALL WIDTHALLAtOdELS 33 c ARE VIEWED 36" MAX. FRAME MAX. FROM INTERIOR PANEL WIDTH FRAME WIDTH iii 1 3.75" } WIDTH If t ® 7.1 z5" MAX. D.L.O. WIDTH L 9 X w 0 0 I DESCRIPTION VATIONS & CENERAL NOTES DESIGN PRESSURE RATING LOSS SECTIONS WH RE WATER iNFVL- T-DIONCROSSSECTIONS ( UNIT TYPE REQUIREMENT lS NOT NEEDED CROSS SECTIONS do N07E5 SINGLE 67.0 PSF - 67.0 PSF LOCATIONS & DETALS LOCATIONS & GLAZING DETAILS 55.0 PSE - 55.0 PSF NEfdTS 1LN1' t G b I W,1 111MPON£NTS L W+ 55.0 PSF - 55.0 PSF r'— c, L i I 1 cr i DOOR PANEL oz 29 00 42 4333 34 o o SEE NOTE 5 SHT. 4 41 Lj NOTE 4ISHT, 5' WiM GLASS THK- C) 25 Z FOAM GASKET 04 SILJCONE CAP BEAD 6 .7; 1.68' WIM PANEL THK 1-1 SEE NOTE 14 5 SHT. 4 29 cv SCALE112' am, Fr, TIJH n-_ RW E2 7SIDELITC PANS S-2151 NFA trt:t 9 ------------ MAIS, 71-1217-1. 24 8 7 W SEE NOTE 2 SHT. 4 C1 27 0 6 p2rlc) INACTWE ACTIVE QCCQ z n f3 L') n n W 0o o v fE co Q a 3 30 s zAsTPAGAL RETAINER 31 1 I2 SOLT 8.0" LG. TOP BOTTOM (2) BOLTS INT R R 2 g.xz z AT TOP & (2) AT BOTTOM SEE NOTE 6 3 aohC, 1 3 ASTRACAL 16 SHT. 4 FOAm GASKET & 43 SEE NOTE SILICONE CAP B z wolt2yr 5 SW4 34 43) 1 xsl r qi T00 tiilm I I Q 1. 15" MIN. 8. 25" MAX. SHIM ty.._ FOAM CASKET & n v b O b f15" MIN, C— STNK SILICONE CAP BEAD34 aEENOTE435 SHT. 4 33 RI Y 4 2 35 n c 25 Li 1 25 9 z 10 29 °° a S E NOTE 1 7 SHT. 4- 13 a SEE NOTE 7 SHT. 4 H f NT N C1 o I HINGE B TO SiDELITE z O o 0 Y z vtris. resc 6 29 41 U t i1 i 1';.L'•,SJ'Li dm s* 46c e+ (i8 1O_O1 ro SE NOTE 1 Il srxE t12" _ 1 NTERIOR t6 35 SHT. 4 j f t7 r y Ly !. T;Ul' AC ll 111`ti.t R 1 7 00'09 arc. ac: TJH aa. er: RW 3 ti i/ r 5- 215 t 3 a S7DELJE' TO BUCK s 3 a 8 1 15- MIN. 15, MIN. C-SINK 7 L] d — [ 3 31 25' MAX. SHIM SPACE MQR @ LATCH Q.',,(,' wa TO BUM f3 MM EMBED, 15* MIN C-SINK' 73 F 7 30 10 ULM 4 10 6 26 9 Lu 2 25' MAX 4 HINGE JAMB TO BUCK, SHIM SPACE NOTES: SCREW!5) 15 AS1. SPACING FOR ITEW NO. 41 (LrTE EFRAM FOLLOWS- VERTCAL FROM THE Top DOWN ON SIDES; 5-5', 16.5', 27.5, 38.375-, 49.375- & 60.375-. HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2. 125 BY FROM EACH CORNER- 2. SPACfNG FOR ITEM NO. 27 (18 x I- PANREAD SCREW) ATTACHING THE ASTRAGAL TO THE 1104ACTIVE DOOR IS ASFOLLOWS: FROM THE TOP DOWN 1, 3®, 5, 18-257, 40.5'5915, 74.25, M25' & 76-25'. 3, THE HEAD JAMS IS ATTACHED TO THE SIDE JAMBS WITH3) 16GA. x 712' CROWN x 2' STAPLES AT BOTH SIDE, 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH2) 16GA. x 112' CROWN x 2.5' STAPLES AT BOTH SIDE. 5. THE SIDELME IS DIRECT SET INTO THE Awe WITH (12) ITEMNO. 43 (ig x 2' PFH. WOOD SCREW), THERE ARE (4) ATEACHVERTICALJAMB, FROM THE TOP DOWN AT 13.5', 31" 48.5- 66-. THERE ARE (2) AT THE HEADER AT 4® INFROMTHEOUTSIDECORNERSOFTHEFRAME_THERE ARE 2) AT THE SILL 4' IN FROM THE OUTSIDE CORNERS' 6. SPACING FOR ITEM NO, 43 (18SCREW) SECURINGTHEMULLIONSTOGETHERISTHESAMEASTHEPERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7- O.C. 7. WHEN ATTACHING THE HINGE To THE S AND THE BUCK USE ITEM NO. 12 (110 x 2" SCREW). WHEN ATTACHINGTHEHINGEToTHEjAMBANDTHESIOELfTEATTHE MULLION USE ITEM NO. 37 (JIG - 1 314' SCREW) - FOAM GASKET & SILICONE CAP BEAD z 41 SEE NOTE I SHT 4 3 H RI ONTR N STRIKE IAMB 10 SIDE fTE L'- 4 n1l; T.- SEE NOTE 7 SHT. 4 I SEE DETAIL 'F' SHT, 5 6' --4 J. 1 1 33. 7 Typ. r SEE DETAIL SEE NOTE 4 0 110 6. 6. SEE NOTE 3 SHT 4 C13) SEE DETAIL 13 SEE NOTE "D` H' TYR. 4 SHT. 4 L0 SEE DETAIL -C- TYP.- G' SHT. 5 1414 14 fl Typ. TTYR, TYR YR. LU -T 6U 3, ' 3- 3 S. Zo Y—A-- Fo gmE&TRAL FLORMA B. O.A- DO96LE, Q9QE-WZ2MLT-U MANUFACTuRER NAIME, 7 r MASTER FILFA A0.357' BOLT DEEP ENOUGH FOR A 2- 13 E30LT THROW 12 13 10 10 DfTAtL ' FDETAIL "H" ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL STRIKE PLATE TO FRAME AT THE THRESHOLD 7L AzrkowN- SEE NOTE 4 SHT, 4 W, 6 En A z0We OaZ I SCALL. N. T. S. M, sy TJH cw, Ff7 Rw E No. l S-2151 CENT-RAI, SEE DETAIL F- SHT, 5 MAS 3 6. 3 3 @ SEE NOTE I T-T13 z Typ 3 SHT. 4 SEE NOTE SEE NOTETYP. SEE DETAIL 3 SHT. 4 6 SHT. 4 ILI F- SHT. 5 TYP. SEE DETAIL C" SW. 5 SEE DETAIL SEE DETAIL SEE DETAIL Typ, E' SHT 5 E SHT. 5 w SHT. 5 TYR. cli TYR. L SEE DETAIL j 'K' Typ. -wt-- SEE NOTE -C' SHT. 14 14 (3 — 4 SHT. 4 -- — 14 TYR. TYR. IfTyp. 6l :j j 3- SEE NOTE6z 3" 6- 6 14 4 SHT. 4 W Typ. nntlar E DOOR SINGLE R W 453' GLASS BffE 463' GLASS BITE 32 40 133 3234 1/8- TEMPERED25 25 1/8- TEMPERED GLASS 40 GLASS 25' AJR 25' AIR Q 0 0 SPACE 0 SPACE 0 L7 0 z 1/8' TEMPERED 1/8- TEMPERED GLASS R 4 Ln41GLASS Lo 36 :i SEE NOTE 36 cc Ell w I SHT. 4 cot 41 25' STEEL SE NOTE 1 -25' STEEL INTERCEPT a- INTERCEPT SHT. 4 SPACER SPACER TLASS W/ N W/ fLN-?, TCM LITE FRAM A7INGff I g65 ul 7 r7-01 , 1?-' 4.563' 7T- ci 2! -T iL 222 3 FINGER JOINTED PONDEROSA PINE qg r7 77, q7t 10 IL FINGER JOINTED PONDEROSA PINE FLA.51K LP tRLIMY-l" EXTRUDED BTS 2,141' 1F —T c BOTTO#f BOOT 0,09` EXTRUDED VINYL WALL a 7OP RAIL WOOD COMPOSITE F711,11E # cfnrf rrrl of,&"W 4Ir)F l;TII F FINGER JOINTED PONOEROSA PINE 1,531 LL-LATrtu clD arto F COMPOSITE FW*oy ImvA* T collnt 7 cv 05 aELE 6uuaim &QQLLldaEaa= WOOD COMPOSITE ALLMAUM&-bYl— G) O N ME 1.531 FT T 55, Son-o-M PALL WOOD COMPOSITE ll I 9 1, 2.375® CONSULTrAWM. NCH - N-TSM-T FINGER JOINTED PONDEROSA PINE s r7 of 8 T I L 51 ME! E& WOOD COMPOSITE mmm 30, — 7.531 a LA co ry 179' HMLMR IP LLCORIJACKET N m I 78. rn 1751' FOAM CELL CORE W/%YL JACKET DRILL TRU FOR 357' DO- ASTRACAL DRILL TRU FOR A 18 RETAJNER BOLTS PFH WOOD SCREW 2PLCS WtPfOJRMBER jP_ ARUT RILL PL6a _Z — ALTPA(;AL R IAI T. J7 R pJW R CMATERIAL: WE YELLOW CHOPAAE7;7 7 zs sa, ffQQQ hfltiCE ZOE EDLE ASTRAGAL HAS 2) 8. 0- BOLTS a BOTTOM 2) 8, 0- BOLTS 0 TOP 24 WROUT 3LIN-21-2002 09'52 MILESTONE WINDOWS 407 323 9729 P.02 IMIMIIMI ulzmlffll 2540 Jewett Lane, Sanford, FL 32771-1600 - (407) 323-3300 * Fax (407) 322-3337 JUN-21-2002 09:52 MILES -TONE WINDOWS The attached table lists all Florida Extruder drawings in the Orange County Fenestration Masterfile affected by this engineering statement. Any questionsshouldbeaddressedtotheundersigned. UE= HEM Robert J. Amoruso, PE j-KQ-1f1fr*TV1t! Cc: rarl Moore/FE1 File The letter was signed and sealed with an impressinn seal as required by Section 6IG15-23.001, F.A-C. A rubberstamp seat was also for Orange County Building Division Masterfile scanning. nie.. 0 2540JOwatt Lane, 5a4DIIIJ, FL 3271,1.--jr,"--.(407)373-330*- -F"(407)322-3337 2 0 4' dryer duct to roof cap IVA 8x4 lwcd LAW 45 om• 12x12 lwcd 260 iL BMW Cohm 3F 14x8 lwcd 185 XffjL AID 3' bath duct 10, to roof cap W/fan 4 lwcd W.LC- 5 AE- 4'8x4 1wcTW 19, 4' 15 "fis c 3' bath duct12,12 4, ILJ' to roof cap524 ban cov am 02 in 14' VOL 8x4 lwcd 10"61 lwcd 70 24x18 ra I OPT FIREPI StX1 Ile- f4r ACT 7' 2-X12 rag 12XI2 A/C SLAB 160 BY BLDR MIN 12x6llwcd 2' FROM WALLem113Z-CM WAM Nfaw em amfifts C, me 2.5 TUN W/IUKW e240V IPH 18XIO pken platform by btdr 15' X 7' CLH-D. Must have o xin;mum ctqarancP of 4- inches around the air handier Per the State Energy code. All duct has an r-6 insutatlon value, C/) U X OJ E:1 LL- V) I LLJ x Q! LLJ F-- LLJ OjLULJY- Go Rating rn w 1 m n -i cn 0 r-) I ONE BY WOOD BUCK BY OTHERS M CONCRETE OR MASONRY OPENING BY OTHERS CAULK BETWEEN B.W. WOOD BUCK & (BUCK WIDTH) MAS'Y. OPENING INSTALLATION ANCHORBYOTHERS LINE BY WOOD 3/16' DIA. TAPCON BUCK BY OTHERS 1-1/4' MIN. EMBEDMENT INSTALLATION ANCHOR 3/16" DIA. TAPCON STUCCO BY OTHERS SHIM R£Q'D. 1/4° MAX, PERIMETER ( SEE NOTES) CAULK BY OTHERS FLANGE TYPE WINDOW FRAME HEADER RIGID VINYL GLAZING BEAD H. (TYP.) GLASS DOW h (TYR,) (SEE NOTES) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK. OR APRV°D. EGL. m B.H. BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL PRECAST SILL 4 BY OTHERS qgiia SECTION A -A 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4-- d 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4` INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICflNZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND W,H, EXTERIOR OF WINDOW FLANGE_ I- 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE OF -SIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO MOOD BUCK. 10) FLORIDA EXTRUDERS 10SERIES SINGLE HUNG IS SHOWN. THIS ELEVATION PRINTALSOAPPLIESTOTHEFLORIDAEXTRUDERS35QQD2flOOSERIES SINGLE H 1NGS. SHIM AS RCQ'D. RIGID VINYL 1/4' MAX. SEE NOTES) GLAZING BEAD TYP.) GLASS TYP.)( SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE WOOD BUCK W. W. WINDOW WIDTH) SECTION H-B K G 1 1) INHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK. USE #10 SCREWS OF , p SUFFICIENTLENGTHTOACHIEVE1-3/8- MIN_ EMBEDMENT AT V I LEE L(1 FR 0 3V 1 E X T E R# 0 ALL INSTALLATION FASTENER LOCATIONS_ j BE PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK & MAS'Y. OPENING, BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS 1-1/ 4' KIN, EMBEDMENT HERS WA TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30psF TO 40PSF 41 psF TO 70PSF 30psF TO 40PSF 41 PsF TO 70asF 12 18 1/8 X 25 6 B F,G F'G F.G F,G 13 18 1/5 X 37 3/8 B 8 F,G F.G 14 18 1/5 X 49 5/8 8 6 F,G F,G 145 18 1/8 X 55 1/4 B F,G F.G 15 18 1/8 X 62 6 I3 8 8 F' G FG,H,1 16 17 18 I/ 8 X 71 18 1/ 8 x 83 8 F,G F,G,J,K 1H2 25 1/2 X 25 B 6 F,G F.G F'fl F'G 1H3 25 1/2 X 37 3/8 B 8 F,G F,G;Hs 1H4 25 1/2 X 49 5/8 8 B F,G F,G,H,I 1H45 25 1/2 X 55 1/4 6 8 F,G F,G,H 1 I H5 25 1/2 X 62 B 6 6 F, G F,G,H,1 1H6 IH7 25 1/ 2 X 71 25/2 X 83 8 B 8 F,G,J,K F.G,J.K 30 1/ 2 x 26 1/2 29 1/ 2 X 25 6 8 6 F' G F,G 30 1/ 2 x 38 3/8 29 1/2 X 37 3/8 6 F,G F,G.H 30 1/ 2 x 50 5/8 29 1/2 X 49 5/8 6 8 F,G F,G,Hl 30 1/ 2 x 56 1/4 29 1/2 X 55 1/4 8 8 F'G F,G,H.I 30 1/ 2 x 53 29 1/2 X 62 6 6 8 F, GAI F,G,H,1 30 1/ 2 x 72 29 1/2 X 71 6 6 6 F,G,J,K FG,J,K 30 1 2 x 84 29 1/2 X 83 6 22 36X2566 F,G F,G 23 36 X 37 3/8 B F.G F G,H,I 24 36 X 49 5/8 8 6 F,G F.G.H i 245 25 36 X 55 1/4 36 X 62 8 6 F.G.H,1 F,G,H,I 26 36 X 71 8 6 F,G,H,I D.E.F,G,H.I 27 36 X 83 F,G,J,K F,G ti,9,J,K 42 x 26 41 X 25 H 8 F, G F,G,H,I 42 x 38 3/8 41 x 37 3/8 8 8 F,G F G,HI 42 x 50 5/8 41 x a9 5i8 B F, G,H, F.G.H=I 42 x 56 1/4 41 X 55 1/4 B 8 F,G,H,I D,UF G,H,i 42 x 63 41 X 62 41 X 71 8 8 F,GgH,I D.E F,GH,I42 x 72 41 X 83 8 8 F,G,J,K F,G°H,i,J,K 42 x 84 48 x 26 47 X 25 B A,C F.G F,G F,G.Hj 48 x383/8 47 X 37 3/8 6 8 A. 0 A.0 F G F.G.H 48 x 50 5/8 47 X 49 5/8 B A, C F,G,H,1 FG,Hj 48 x 56 1/4 47 X 55 1/4 8 A, C F,G,H,1 D,E,F,G.HJ 48 x 63 47 X 62 47 X 71 B A.0 F,G,N! 0.E,F,G,H,1 48 x 72 47 X 83 A FGJK 0EFGHIJK 48 x 84 32 52 1/8 X 25 B A,C F,G FG F.G. NJ 33 52 1/8 X 37 3/8 B A.0 A,C F,G F,G, H,1 F,G.H.J 34 52 1/5 X 49 5/8 6 A,C F.G,H,I D.E.F.G.H.1 345 52 1/8 X 55 1/4 6 B A, C F,G,H,I D°E,F,G,H.1 35 52 1/8 X 62 52 1/ 8 X 71 8 A,C F,G,H.1 D,E,F,G,H,I 36 37 52 1/8 x 83 8 A,C F°G.J.K D,E,F,G,J,K,J,K 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. S INTERNATIONAL, INC TITLE: INSTALLATION DETAIL SGL, HUNG FLANGE WINDOWS - SERIES 1000 , 1500 2000 L --- I - DRAWN BY: B B APPROVED BY: 2 - ' DATE: l fliCi9/O 11 SCALE: SITS DWG_: FEEXOO 10 Da 7. Ta Pr- PPnnlerTa. - APPs WATfni4 FknW, G. 1NC_, 250 INTERNATIONAL PKY- SUITE 250, HEATHROW, FLORIDA 32746- PHONE 407 805-0365 F" 407 W5-0366 IT00 icliul SO4, jAMB (TYP ) JAMB <TYFTl 1 x E x l/lE TU33E MUILLICIN' 40 X 1/2 SELF TAPPING SMS A-T BET-Et` SEALIN KULLICN X 14/2 SEV TAPPING SMS SECTION, Q-A ( 1 1 X 2 7AE1 X 08 TUBE MULLION Vj x I/Ef SELF TAPPLNE SMS L SEA ',_A,,-4T EETWEFINWINDO*1 FLANGES t MULLION 1-11,12 SELF TAPPING SMS SIC i I () 50 ist-0 15 1 r I X 4 X 1/8 UBE MULLION' 10001 SwH' icoc S.H_ jApli'3 13 X 1/2 SELF TAPPING SMS L SEALANT SETWEENWINDO-V VLANGES MULLION X l-V2 SELF TAPPING CMS ;-_'__ 71": 1, 17" 1 X 2 X 2/8 TUBE YIULLID-'-; 42 X 1/2 SEW -- TAPPING SMS T SFALAIT 3E_T`, iEEapt N 48 X 1-3/2 SELF TAPPING SMm3 ry; sk—pk k__ 4i 1 x E 706 x 3/S 71-;EE -Mlijl !' - t]N 2 X 4 X 3/2 7wSE MULZ0 SELF TAFPING SMS jAMB (TYQ fl, %It- BY "'woclDl— DFITAIL Cc 3UCK EY CTHERS 2y 1 1/4' MIN FS EEEEMENT, A 48 X 1/2 SELF TAPPING SK 48 X 1-1/2 SELO \_n SEALANT BETWEEN' SEALAWN7 KT=_'EN TA;LP'Nl SMA S IWNTin I- W F'_ANGES VINDL-w FLANC: ESMULLICN CN & MULL SECT; CN-14 /7"', A TAPPING SMStj X 4 X 3/6 TUBE MULLION SUR A lijos Al 7 WE SELF TAPPING SMS CTYP,) ELEVATIOIN 6 X 1/ 2 SELF VEWED FRO,%l EXTERIOR TAPPING SMS SEAL - ANT EET- w- 3 X i- 1/ 2 SELF TAPPING SMS Lj I K— TAKIN SCREW ANEWER < TYPI V k'__ MULLiON 0 CONCRETE i-D H'EADAPPLIES TO HEAD Ak SiLL WHERt I " X 47 F Q T A! E 3 F—'.NT4LLATION' ANCHOR 0/16' BIA. TPPCC:!N SCREW ANCHOR ITYR). SILL CLIP 1 114' M- 1N. EMKiIHENT I PP.- CAST SILL 13'' OTHERS Yij !PfPY F- i :%TF LI)DITION4L A NLC 4ClRS EN REQUIRED) D D NO I in N Ipjj()T"j jj rJTAul) RX 7111ZT TVA In IASINTERNATIONAL, INC. SANFORD, FLORIDA 11TIN 1000/ 1500 FLANGE SHE E 1- 1 0 F 2 R_:_lEAL MULLiD`N SECT SEE OTHER SIDE (SHEET 2 OF 2) FOR DESKGA,; PRESSURE CAPACITIES JRAWN BY: Al S H, I- __ - j 4 j 7 APPROIjEJ) BY: f I Y. 'f O SERIES 1000 & 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES PACI I f: Z ITYYCPAITAPACITYCAPACYCACCCAPACITYCCAPACITYCAPACITYCAPACITYitAPACIfy1/8 1 X43/8 X4X3/8X27/16X3/81 IX4XI/8 lX4Xl/8 1 X4X2lX27/16XI/8IX2 7/16XI/8lX2 7/16X3/8ilWINDOWWINDOWlX2XI/S 1 X2X3/8 1 X2X3/8 MULL TUBE MULLMULLMFi lx2xl/8 TUBE MULL TUBE MULL TUBE MULL TUBE MULI 6 ANCHORSNCHORS4ANCHORS6ANCHORSMULLTUBEDULLMULLTUBEMULLTUBEMULL 'TUBE MULLCALLTIP -TO -TIP :TUBE MULL TUBE M 4 ANCHORS 6 A ORS 2 ANCHORS 4 ANCHORS 2 ANCHORS 1 4 ANCHORS 2 ANCHORS 4 ANCHORS =AA-A(5) SECT. T. 6 SECT. A _L6L ECT. ASIZESIZE2ANCHORS14ANCH (3) SECT. A-A(3) SECT. A-A(4) SECT. A-A( :LSECT- A A( A I __LSECT. A -_AU2; SFCT. A-A(2) ;SECT. A ----------- SECT. A J= SECT. 1187.72732.42 791-81336.52336.52 1692.83 336.52 732.42 740.2012191/8 X 26 336.52 732.42 --------------------------------------- 7 740.20 493.47 '740.20209.72 456.46 93.47 209-72 429.55 209.72 539.12539.1213 19 1/8 X 38 3/8 209.72 1317.66 539.12 .359.41271.83 359.41152.75 193.92 152.75 X 50 5/3, 131.23 131.23 1152.75 177.4614191/8 319.55 1479.33 479.33 139-09 135.81 194.97 319.55 i 460.17 135.81 145 119 1/8 X 56 1/4: 94.13 94.13 127.29 127.29 3.03 !1423.03423.03 282.02 '42 89.289.21 1 97.48 97.48 119.85 136.64 252.02 15 19 1/8 X 63 65.97 65.97 365.7590,09, 212.62 212.62 296.98 296.98 64.27 i 90.0958.8116191/8 X 72 :43.49 i 43.49 184.08 184.08 '294.03131.7939.83 55.84 55.84 1131.79 17 19 1/8 X 84 26.96 126.96 36.45 39.83 1927.78 927.78927.78 618.5213618.52572.13 i 262.87 572 1H2 1 26 1/2 X 26 262.87 572.13 '262.87 541.20 262.87 1557.41 !371.61 557-41 i 557.41 11-13 q6 1/2 X 38 3/8,157.93 1239.21 157.93 323.48 157.93 343.74 157.93 34334 1371.61 399.53 399.53 I i 143.71 113.20 1201.45 266.35 113.20 131 51 1113.20 H4 6 1 /2 X 50 5/a, 97.25 j97.25 T ------ - 353.55 353.55 11149 6 1 /2 X 56 1/469.43 6.43 193.89 93.89 100.17 102.59 100.17 143.81 235.70 257 1236.83 2C17.1 0 310.65 1310-65 IH5 26 1/2 X 63 148.44 '48.44 i 65.51 65.51 171.58 71.58 88.01 100.34 1207.10 267.38441217.11165.86 155.44 1155. t.., 46.98 -_L65-8646.9 8 11-16 26 1/2 X 72 31.79 3l79 4299 14299 95.93 1133.99 133 99 1214.02 i 40.64 40.64 I H7 26 1/2 X 84 19.62 !19 62 26.53 26.53 28.99 128.99 510 765 765 471.75 216.75 1471.75 1510 1765 1 ---- 22 471.7 1216.7537X262-16.75 5 216.75 471.75 1122.22 25032 22,22 266.00 00 287.57 431.36 1287.57 431.36 431.36 1122.22 266.------- 23 37 X 38 3/8 122.22 1 185.12 200E.66301.29 301.29 1108. 37 85.36 151.91 1200.86 _L301-29 18536 '99.17 85.36 24 07 X 50 5/8 173.34 73.34 264.64 264 64 176.43 107.65 '176.43 254.07 174.98 '76.79 74.98 245 ! 7 X 56 1/4 51.97 151-97 70.28 70.28 176. 06 230.94 153.96 230.9_4 53. 21 65.43 -74.59 48.70 '53.21 25 37 X 63 36.01 36.01 48.7 131. 61 160.30 1197.41 114.76 1114.76 1 1-1 -1 i48.62 48.62 26 1 37 X 72 23.47 i 723.47 31.74 31.74 34.69 34.69 98. 27 '98 27 156.97 121 : 2E. 29-81 29.81 70.36 70.36 19. 46 i 19.46 121.26 2737X8414.39 14.39 - - 450. 85 676.28 1450.85 1676.28 676.28 191.61- 417,04 191.61 394-49 191.61 1417.04 32 t 53 1/8 X 26 191.61 417.04 7347.25 2tl.50 1347.25 231.50 347.25 1-2-14.14 .3&4-`--42 4 14 98.38 5318X383/8 98.38 1149.02 98 38 201 51 33111154.00 231. 01 0 231.01 231.01 34 3 1/8 X 50 5/a; 56.23 i 56.23 65.45 76.04 65.45 93.09 154.0 i 200 23 133. 48 1200.23133.48 192.22156.73-;; -+81.443,45 03 1/ 8 X 56 1/4 39.32 39.32 53.17 53.17 156.73 58.10 55.7-6 lt5. 08 131.60 115--- 08 1172.63 172.63 136.40 i 36. 40 139.78 i 39.78 48.91 26.92 35 53 1/8X6326.92 21 1118.41 1145.82 23.45 ;23.45 25.62 125.62 35.92 35.9 2 84.77 184.77 '97 363 1/8 X 72 17.34 17.34 1120.81 151.39 121.7721L75114.21 14.21 115.53 15.53 37 53 1/8 X 84 10.51 11051 SERIES 1000 NAL, & 1500 FLANGE VERTICAL INTERNATIOINC FLORIDA EXTRUDERS SANFORD, FLORIDA t I MULLION DESIGN PRESSURE CAPACITIES Ai TmE. Niv R Ko ONS "ER, SHEET 2 OF2RT4-IL MULI NOTE: A) NUMBEROF ANCHORS NOTED FOR TAPCON FASTENERS REQUIRED AT EACH END. DRAWN BY. APPROVED BY. B) DESIGN PRESSURES GIVEN ARE FOR 1.5 X DATE:' U SCALE: F U! DWG.: 1 V N1 11 J) 0 STUCCO OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS i SLIDING GLASS DOOR FRAME SILL SHIM AS RF-'Q'D SEE NOTES) CAULK BETWEEN DOOR FLANGE SHEATHING INSTALLATION ANCHOR tab SCREW TWO BY WOOD BY OTHERS F9 1/4' MAX. SHIM SPACE 1-1/8` MIN, EMBEDMENT SLIDING GLASS DOOR FRAME HEAD D EMBEDMENT a I-1/4' MIN. D 1 LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16" DIA. TAPCON SECTION A -A DOOR WIDTH SLIDING GLASS DOOR FRAME IAMB TEMPERED GLASS TYP.) gotlepaw SECTION B- 4' MAX. SHIM SPACE TWO BY WOOD 41-1/3 MIN. BY OTHERS EmBEDMENT SLIDING GLASS HOOK STRIP SHIM AS REO'D. SEE NOTES) INSTALLATION ANCHOR tab SCREW SHEATHING BY [OTHERS TEMPERED C STUCCO (TYP.) OR SIDING BY OTHERS EXTERIOR ELEVATILN R PANEL DOOR SHOWN SLIDING GL . INTERLOCK INSTALLATION ANCHOR HOOK STRIP DETAIL vOOD RE 1-1/8' MIN. EMBEDMENT Nam: I) DOOR MATERIAL: ALUMINUM ALLOY 6063. 2) #8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF I-I/B' INTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4` INTO MASONRY OR CONCRETE. 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE S CONFIGURATION TO FINISHED OPENING. PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN, 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 9) MOP UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS, 10) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 11) SHIM AS REG-D. AT EA. SET OF INSTALLATION ANCHORS, MAX. ALLOY ABLE SHIM STACK TO BE I/4'. 12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. 13) WHERE 'x' REPRESENTS MOVING PANEL AND -0' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. 14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING. HOvEvER INSTALLATION SECTIONS 'A -A', 'B-B' L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIONS. 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO BODO SERIES AND SOD SERIES_ REV DESCRIPTION DATE INS F IJL01 AEXTRUDER•S INT. INC. SANFORD FL TITLE. SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS DRAWL BY: BB APPROVED BY: ATE: 12/17/01 SCALE: NTS ]DWG FLEX30227 SHT I OF NOMINAL DOOR SIZE AND CONFjr-uRATION 40-6 a x xo T X0 5068 x X, ox, xO 6062 xx, ox, X0 8062 xx, ox, xO 10068 x X, ox, x 0 5080 xx, lix, XLJ 6080 xx, ox, xO 8080 xx, ox, x 0 1080 -,x x ox, X 0 50100 xx, ox, xO 60100 xx, ox, X0 80,00 XX --0 xx 0 Wes OX0 12062 OX0 15068 OXO ox9080 0 12080 oxO 15080 GxO 90100 OX0 120100 OX0 9068 xx 12068 XXX 15068 XXX 9080 xxx 12080 XXX 15020 xxx 50100 xxx 120100 xxx 10068 Oxxo 2 '68 Oxxo 06816068 OXXOH12068008010080LixxU 120eO 0XX0 16080 Oxxo 100100 Oxxo 120100 Oxxo 160100 oxxo 10068 xxxx 12069 XXXX 16068 xxxx 10080 xxxx 12080 xxxx 16080 XXX-X i00100 xxxx 120100 XXXX 160100 xxxx 8 SCREW INSTALLATION ANCHOR CHART DOOR SIZE 48 X 80 60 x so 72 X SO 96 x so 120 X 80 60 x 96 72, X 96 96 x 96 120 x 96 60 x 120 72 X 120 96 X 120 109 1/8 x 20 145 1/8 X 60 181 1/6 x 80 TO I/ —8X 96 145 1/8 X 96 181 1/8 X 96 109 I/e X 120 145 1/8- X 120 106 5/8 x so 142 5/6 X eO 178 5/8 X 80 106 5/8 X 96 142 ci/e X 96 178 5/8 X 96 106 5/8 X 120 142 5/2 X 120 119 5/8 x So 143 5/8 X 80 191 5/8 x eo 11 9/ x 143 5/8 X 96 191 5/8 x 96 119 5/8 X 120 143 5/8 X 120 191 5/8 X 120 11 1/4 X 141 1/4 X 80 189 1/4 X 80 117 1/4 X 96 141 1/4 X 96 189 1/4 X 96 117 1/4 X 12-0 141 1/4 X 120 189 1/4 X 120 QUANTITIES IN HEAD & SILL Up TO 46 PSF TO F61 PSF TO 45 PSF 60 PSFT70 PSF rlo 10io 12 12 6 10 10 10 1_ 2 12 12 6 6 6 a 8 8 0 10 l—O 12 12 14 14 14 IL 1 16 16 12 12 ft412 14 14 14 E 16 6 16 12 12 12 14 14 14 12 12 12 14 14 14 16 16 12 12 12 1 = 16 41 4 14 16 16 16 12 12 12 4# 4 4414 12 12 12 14 14 14 le 18 IS 12 12 12 14 14 14 is Is is 12 1212 14 14 14 IS 18 19 12 12 12 14 14 14 16 1616 I12 12 12 14 14 14 16 16 1612 12 12 14 14 14 16 16 19 QUANTITIES IN EA- JAMB UP TO 46 PSF TO 61 PSF TO 45 PSF 60 PSF 70 PSF 10 10 10 10 io io 10 10 io 10 10 10 12 12 12 12 12 12 12 12 12 e 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 8-- 8 i- o--] 101010 10 10 1010 10 10 10 12 12 12 12 12 12 10 11 10 j 10 10- 1 10 10 2 1212 12 12 212 1212 12 12 12 8 8 io 10 io 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 UANTITIES IN EA. HOOK STRIP UP TO 046 PSF TO 61 PSF TO 45 PSF" 60 PSF 70 PSF 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 6 6 6 7 6 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 7 5 7 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 7 6 7 8 4 4 4 4 4 4 4 4 4 5 7 7 7 4 4 4 4 4 4 5 5 5 5 5 7 5 7 5 7 ANCHOR NOTES: 17 FOR MASONRY OPENING W/TWO BY \WOOD SUCK USE SAME ANCHOR QUANTITIES. 113 FLORIDA EXTRUDERS INT. IN. SANFORD, -FL TITLE: SLIDING GLASS DOOR INSTALLATION VITH 48 SCREWS O,H, GARAraE DR, LUIND LOARS B451C WfttD SPEED - W MJ 14_ (FASTEST MILE) W MJIJ4. (3 SECOND GUST) URNO IMPORTANCE FACTOR 10 WR,V EXPOSURE CATEGORY 5 APPLICA13LE INTFFNAL PRESSURE COEFFICIENT t 0,15 INCLUDED IN DESIGN WIND LOAD) E:>E,54CzN WIND LOADS - WALLS = 422 , 40 F`5F R5 = 420, -20 PeF 30 F-5FAT OVERTAW-iS) PLAN: 1092 GENERAL NOTES_------ z'-_-.)HEET lNu'EX___ 1, DO NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS 5EFORZ 5E61NNIN(5n, R< SHEET NO. SHEET NAME 2- ON- 51TE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL C COVER SHEET BE THERESPONS151LITYOFTHESUB -CONTRACTORS. EACH SUB -CONTRACTOR SHALL REPORT TO THE FIELD MANA&F-R. ANYDISCREPANCY OR OTHER Al FOUNDATION PLAN, WALL OUIE&TIONS FERTAININ6, TO THE 1:;lRAAlN<55 AN17)/CR SPECIFICATIONS. SECTIONS, FOUNDATION DETAILS 5. IT15THEINTENTTHATTHESEDRANINSSBEINCONFORMANCEWITHTHE2001FLORIDA BUILPINC, CODE, AND ALL AFF-LirABLE LOCAL, CITY, A2 FLOOR PLAN, INTER. ELEVATIONS C C OUNTY, STATEAND FEDERAL CODES, O1NANCE5, LAWS, RE&ULATIONS AND RESTRICTIVE COVENANTS 6OVERNINC7 THE SITE OF WORK. A3 EXTERIOR ELEVATIONS, ROOF TRUSS 4. ALL TRADES SHALL FURNISH ALL LA50R, EQUIPMENT, MATERIALS, AND LAYOUT (A3-B. 1: 'B' GABLE DETAILS) PERFORM ALL WORK NECESSARY, INVICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH _JURISl:>ICTION TO COMPLETE THEIR. SCOPE A3.1 STRAPPING SCHEDULE OF NORK- A4 ELECTRICAL PLAN, ELECTRICAL 5. ALL 34" X:2:2" AND 56"X:24" PLANS ARE DRAWN TO SCALE 1/4" = V-O"' RISER, PLUMBING RISER EXCEPT FOR, THESIDEANDREAREXTERIORELEVATIONSY4HICHAREDRAPSINTO1/ 5' = 1'-0", ALL I-TXII PLANS ARE 1::lRAM TO THE SCALE A5 PRECAST LINTEL PLAN 1/5" = 1'- 0", EXCE FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE PTO 1/16" = 1'-0"- A5.1 PRECAST LINTEL LOAD TABLES si STRUCTURAL DETAILS S2 STRUCTURAL DETAILS MMITO N mil F$l FEIERSLASS SWIll 5"11,454-E0 OVER OVER B. FELT OVER IS' FELT OVER IIW,' 1/tia" 0;l OR 1/2, CDX O'sl OR W, CDX R-Is INISSkIL- e*or> TF4*l Uki TR;l $TRAI vm STRAII AS m AS 54cm CH TRI15S ON TRILISS LAYOJT LAYOUT D<2 F"T_ OVER DIZ tK2 FIT OVER DC3 CDR 1/7, DfZYVA'LLL CDR 011SR 2XII OR CCWFASCIA DfzTvALL OVER 61JEFA01A COW. ALU-t IA VERTEloll OVER2X6SLEFA5'- W Da Fi OVER RD S clow 44_6 1 VENTED EOI R-5 MULAT IDRYWALLON LNTEL BLOCK UV OVERDUFLII1- 5 BAR r__ OVER R-5 NaIL LNTEL BLOCK W OAF, - MA601i Ffill OARURNIDOIII Ul ------- FRBCAST UTW M 5 3V,- Crill 5LA8 III CM BLOCK U05 DIClUELS U94EN 6 FT OR GREATER F5H OvsR & - - LOCATICI 31'x 1Coll SLAB, W/ PRECAST MIL VAPOR BARRIER ON FOLNDATnAN OVER OCI SILL OVER TEmInE-TREATED, 0 MIL vAPOR BFNI-' 44 OVER UZU C/X-fF`A1_-TEV NUcm OVER TEFMTE-TREATED, cm CM BLOCK Ull WtELS Ul COMPACTED FILL - 5- Fil LOCATIl CN FOUNDATIONPLAN 3- 1 3_V2 2 5 B lNAiWA WALL SECTION CMI STORY — MONOLITHIC CMU—ONE STORY WALL SECTIONS- I10NOLITHIC 3', 1' CGII SLAB UMSERt1E5W NON LOAD WALL OVER 6, t-11L. VAFIOR aA4;4RIER OVER 6 MIL VAPOR BA-1f;JER 1- 5 REEAR CONT. VA POR OVER TREATEDOVERTREATED C011IFIAICTED FILL NAIL COMPACTED FILL 7.- - 3' I CO"4C. SLAB UY 1`15EFET'ESH OVER LkITEL I - F, fl CONT. MIL VAPOR BARRiER FILLED W/ R C:m OVERTERMITE- Tf!EATED, CONT. WELL OOrl FILL 44 VERTICAL SE.. PLAN' m 5 BA5111 SINGLE COURSE MONOLITHIC SLAB CMU THICKENED SLAB NON BEARING DEPRESSED SLAB C z P G0x 0 YCONIC. PATIOS NONBEARINGO GARAGE ONE-STORY 0 ENTRLINTELJE 'l-CIIA111, BLOCK CHAIR BLOCK UNDER FRAME COF aER BAR 7 1 5 BAR Cm r-O!"i FILLED TOPCOURSE WA - I, DBR LINTEL BEAM REINFORCING ANGHGIE TAFr-ON: BLOCK TO EXT. FRAY'#E & PFAfR STREW —ITN X C-OtAllil lTTF. 7AC ) I E+4EAR &TREW TW Al UG44TO)i 12. Z - EI TAF C; SAG, EXP. 50LTia- - 45, O.C. 1-1,12' 846 I' V4_ LB i - 48' O. C. X TEST REPORT WDUETIRfES,lill Mi 5FECe FOR 51T 5fzrs 4 TEC- 444CAL ram Tina EXPAN510N 50LT6: RAWLS P T LOCAT 'A' I' m ALLOl _AlLL0kA4BL DIST Pi $I_iEAR 112 IS e.1LO.- T165 L56, P-AILL-Bol San" I III' L. :7131 =Lel.. flAXIMUM SEALING OF FILLE11 CELLS LINE,1011TED CELLS THAT CAN RESIST ^ i M.P.H. I IIESIE" 1,ALI_ FRE59i T = 22 PSF MAXJ?-XM A&LOWABLE TON I CORE I IS 25 P.S.Y. - AjLJ, 53 TABLE K3JI SECTION RTIES 8' PARTIALLY CPjaffED WALL = 95.43' 01ASONARY STFL]i ALA) M . vd-I /a, S = WOL' L)e721 &XT = 95.43 10 4 FT_ LEE 8' 0' HURIZ. Si - 9`- 4' C&Ut4B MAX. its = 13) 135E 51-01 HErliz, SPI-1- 04E, - 01-01 TO V-51 CEUtln rA1x USE b'-O' MDR17 EFAF-011. - 12'-8' TO tV F-ElUill fMX- 6 ADU LINTEL W0) -5 CONT. 1- 9'-4' tV-7L (-/- 8') DETAIL DIBl FIFE PASE,ff4, DETAIL DENCITES PIPE 5TF311 WALL PAS FOOT SLEEVE S" ALL BE 2 SIZES LARGER 1144" SLEEVE SHALL BE AR I'll I"i PAS5W, TI-W 2 SIZES LARGER SLEEVE TAM FIFE lrzk '_ PA&SWI T_?l SLA5INVERSEEPCIIPLAN FOR REEAR CUAKTITY 5 REE"R UTI FOOTNC W1 25' tT9,L Sf-j_ tCE OVEF4LAPI r, CCNCRIl FOOTER sEEFOU4DATtCN PLAN FcR SUE) TYPIC-AL FOOTM.3 [ DETAIL WALL SECTIONS_ MONOLITHIC VARlf PAW EMNDATION SLAB WTM 3 112' 60W-. SLAO KIF13i t OVER 6 KL VAPOR BARRIER ONCLEAN, NEI_L col TERl RE515TANT TREATED FILL OR REGRJIT 2' C,-Y5TEM fTYl 0 I AC C34AH 4- 4 CZP41- 1 FLRam 1113 1301JELE LINTEL GABLEEND DETAIL SHEET A3-BJ ( i 'B'l j 3W FECF55 AT GARAGE DOM W_ v Il = V4'f 1'- 0' THIS STRLCTURE HA S BEEN DE5Al TO MEET OR E>ZEED THE HO MP-K 3 SEf_ OND E-ii WIND LOAD REMIIRC NTS OFTHE FLORIDA Bill C-ODE 2001 EDITION - PRE _5T M& mm 31_5, rm MANE ENGINEERING 407) 774-9003 FAX, ( 407) 774- 9477 716 1 PO- BOX 161613 ALTAMI SPRI FL -32 THOMAS J, Al PFJ 47819 LL c'4 CD oe 0 Hit 9 L d" I by tby sww 01- 22-W 4met Al Of i KITCHEN A KITCHEN B SCALE- -----._5cwE- r sA I V.n`s;ifrl YAD3o C 7Si: V."u71'IJ WH C BATS? D PALE % -P-0* 5 ALE °."-T-.3' NIERLO-R-FIE/ALE - 1/4' -i'-O' LEGEND ll=U TEE BEAM a-m° 4F _ NOTE: Al N'MV40R WALLS To x- 3 Ur S£ TOTED. NOTE ELEYATkC.`N A° 64DW SC2_FT. CALCULATIONS LMWS V6 2 0 EWRY 3a 0 NOTE_ i OTt ER o * SEE FOINDATM FLAT~! GARAGE 39i FOR FILLED CELL LOACTION TOTAL AREA INDER ROOF Ml PATkO 4 ALL 5TFlUGTURAL WOOD L4E4DERS TO BE DOUBLE 2" X }O" U',14-ESS { TOTAL A}zEA NOTED OTHEFAVI&E JI—b' 5"-25 ao 5H! 25 22/ -297 _ i,221 2• E[PE55 M. BEC)RM GA)ax T a' RAT 206a E{OB8 S. -D, r.21/ -2'3r 3 KITCHEN O z zazr m ,n v_ I -- — 1 v 1,L...,.a r xweut z t111tY-- j I a RaaFN Iq flpe tnd EHH)Rtl gg2 ;® , TN SFA1 . 3yr_ f{ ift{ e = cgs er,a Li 54 7151 FOYER a BTU ItaMcarcssiVWLGS LG 8' AT j tj2Tf__ At 70 YS3lf.Ni'iLR WAVE I rant c a•" GLEAfFI4 JJjjj ALL51DE5F UADER TPAN APFI A v i 3 (L $ ILaTir; - < I _- = 2- GAR GARAG-E ENTR _ =x jjf/" 1 CFL ol MINDS 0 0) 13PIL zs f• zv -283 r3o- 2 tsa 16X ' C3xiD. f s 3'- 0' 3'-0' i -01 ara> n br: ems" 5GALE = V4'= V-0' by-- — - m- zz-oa J sheet 7 RVKKNEENG11" EERING 9 W) , z (+ 7) -7 iA. & iJE lE{6t3 %t#KFSAE SP.at6.. £i 32Z {6 r j l[ tliS 1 04VTk'&S9N 4J8{9 of: J/ 0) in ,- v v 40-0-0 ROOF TRUSS LAYOUT 'A' KT BASED12ON 'MAT DF5K.d SF FC_ F1GATiON5 5 I FOR WOOD CO.R5TRUCTION FROM TABLE arx - Ls AND SPPGE5 - 0-4-1 LATERAL LOAD DF-565M VALUF5' ALEAEVIAULIE 8d los. II5 ALL FLAT GEILNQI aP! 1 Ws' TC UV£: 20 psi LNOTE; 5EE 5 8 E G1NEEP_1W- AND 1 TC 7 psf psfOUT5FORTS-TO-TRU55 GG#*ii iEGTOR5 c IJVE 0 8C DEAD, 10 psf ROOF M&S GNC3RAGE- mom- 1) USE (U TYFE ti' ( E TSE.) FOR TRU55 TO FRAd'iE UALL OR BEAR CORIECTION ES5 NOTFD 5E (UAtO,) 2) USE (V TYPE 'A' (OR F TTE) FOR TRUSS TO BLOCK WALL COH4ECTtOK (URW 3) USE s"" "••- -H (OR NTERGW E TEFPR ALL 1Ot5T 9ANSER) 4) USE (3) *d OR (3) X39 x 3 1/4' PASELODE GU4 NASL TO FASTEN JACK TO (T) 53 F fV TYPE 'A' OR (V TYPE "C' STRAP AT 4W 0/1— FROM OF TRUSS,_ TOTAL: 37 psf q t}itii FAC: 1-25 U'-0" PLATE HT, 5EE POT 5 fJH ka. AND 2"d FLR TfG i16Y E T1 iS5 bEAR SCORED Y / FM FNISN GRADE V-01 a1-V mm FOOF MCA u 5 4--- F1;115H GRADE lJ i I nnrl I C-J-61 FRONT ELEVATION "All F - 114 P 0" O4 OF RIDGE 5H ES CCIP SLtH E5 514WILES TEXTU M .50? F SCALE -1/-4A_ V-O' MASONRY t__ LCORAL FH_'44 p 5TROFOAi1 , TERS DECORATIVE FOAM 5ILL FOAM DETAIL W/STUCCO COATM SILL 53LL DETAI 3' NTS ENGINEERING P.O. W% 5£t5T3 . TM: f 3PRRl it 32it8 TiCHdt4 d H4D£{s:f.Rt %'Ej n?9i3 COMF. %4MLES 1! R. .yFI° 5 NF .. ; y,y D FASTENERS _:. 2. .. y> Ly:.. META10 CONCRETE w » & . y: ~ w v. z 1000a&o 1 01 E HU,526 SINGLE FACE MOUNT ..NER 33 Z &«©:111010000 z j\: 530 AA E3C4 11 z» y<<_ r 6 1-06T ANCHOR : ,_ 421 d: i CIG z z. r z« 200NER333,,4(oB 5/all?^ 12150 2115 CONCRETE5TRAP NER, 393,469». y a * « ¥ v-10 ate» HHETAd\# 5TRA jam 0:5", (2?pl_q i5-1(od 2130 11060\ j © y: » » : C>JA 4r ELECTRICAL LEGEND qp +FLEX REC- Exiuu5T Fm 1p 2330 VOLT £ EC- DETECTOR w WATER REC_ SOKE DETECTOR eWLL HOL24T) un CAD FA.P_T REC. 4 F- TELEY151cm yes 5U7TaPD REC. T)ON DOX f D GT r(D t---'I rLUJt&C-- T FD( FLOOR CJiMET TTRACK0 4TNO WTC, 4i' J 3 QUAY SumT 4 FLOM UlGNT a` 4 WAY SUTC4 1/ 4. A?v. CE4Ls FIX PAR EUT71CH i- RECESSED L taT DOOR EE.L i RECESSED L6M NAF'OR FfWOF) t - R£LE--ED L VW (EYE5ALL) CEILW, FAN PREURE ELEEE- T P ANEL RAW- iEDRYER 10/3 M eC' 1ALL APP. 12/2 n LIGPTIW3 GIP- 14/24 W9 GROUND ROD M iK, l jz I t=t ) 1 i! 7v-4 1 - OFIT AN- LQ;ATIOM b _ 9 4, 3 mP 11 AfC D15r..OlwCT/ 1 710 szba 5 ex+ saxes # i lE. BYs FM <si iJ / 67 " -, 1 I a fi c 1 LFN 5T / a 4 e OFT. vC3 UTYcm SATE! FAN TO TURN GN W1 LtGkr? V[ E9 RY 6aaJ t53D.) L 1720 - GFr bX::'l 9Y v'DLB - T MC Dt`.rCOP84EC-7- t4M ACG-5,514 ' 1 , Z !<'CL @YesFsVJ friATJ F II 1r 5CALE = 114" =1'-0" NOTE- SEE ATTACHED H4VAG FOR G GT PLAN: DO NOT LlSE 11' AG LAYOUT ( TP15 _PEET_ l ENGINEERING P, 4, 9QX t61dt} FL }Z3S$ TMNtS J. PE% <Jgi9 ca +` o O ci LL gs as = Sq p 42U` sa 171 { ro SY Fht Ld. 2 H ss€' F an is $ 5 jig; 1- 9 QP[ e ova 4nm+ hf X 39 r * ttx n by - sheet of NQTES CAST—CRETE SAFE LOAD TABLES M1 -FIIA(„ ® FOR GRAVITY, UPLIFT & LATERAL LOADSI. rc praAaat ttntale . 0500 pa1, I's pramtrambad Ilntalm • 60€ J pa1, q1yv'cgrmut • pal w! maximum 9/0" agggragatm. Gdncrate ma-anry unlW (GMUJ pmr A57M dq0 w/ IMkYmH1 net area aQfM1 rebaNe strength . 1+1CX3 ppbl y, Pat W pravldad A pratdbt tel per A9TT A01$ d. Pieid r. P- A$ttA A615 8 4C1 or dRb©, d_ Prabtrabm 3 .P.I1et a- AtnW Ad16 grmda TOlawrsli'.txotlur. q, 1/52 wVo par A6TM A510 d. Marta+ par As"M 1'210 hp. M ar 5. I. Provide N11mortar hand and bbd jd ts. 26haratilledIMtelmderaEtulred, 8, Inetaild mtla AP Ilntal must Comply with Eha archlEa¢turat dlardnrVGtWaal^CaN". t 6Mtaie m^e mawtdctu ad wltn ®1I2 Ior nottha- at the ®nos to- 4MttnddGta a M.1 L it aklfarc MgAnd g+'aut!n9a AllIkW. meet or axr,4aa /560 vertical dafie it xcapt INta m lT' 4" and Imrger with d nmmYta natg+,t aP ° meat ar axaaad It{Ab. @ottomflAld +added rang+ to bA iatatad At the Wit — Of the Ilntel eavftij_ 7 " a" didmatar ww. mtlNvpe era welded to the Wit— -t..l Poor hanlaal gimnmraq a, Gabt•m Tema 1: , , too may ba provided In compmalte lintel In Ilau opGonmrataRWmdmyunitb. q61Igddrot6Woodonratlanal dosie5n Analyala par AVslsandAG1 "o A PSNt?% 1. AI loam tvmn thtnbmmi 4° bscvrng. Exeaptla1. &aft bads ear unRli>ad Itntmoat te,bL 'at&lAadblj 26f% If beprmry Ian tM le lobo . Sava. laadm rarallracaamadlint —(-I emarng- 2.. N.R, a Netanted. g. &I 3oadm era fatal-uparvmpmbad oil awabl. laoel anPha •mGflmn bpaclPled. 4. safe Imada baaad an Tod. 40 on grade 60 ri 1d robar. s, Addl IIImtarallaadmapamlGycanbaAbtordbyGhmde-19 ar bu prdyldlnag addl—, reinfartad memory AF._ the praeaat Iln"' 6. ono - 1 r mdfl lea auGamtiWtold for twa aS rabars In 6" lintalb cnly. dank, 4 mayavaNaSaco_oreG otod 1 /ram thm b.Pm toad i btb9 aAlnbdating the M1nro-mtulg mommnt and armor at t" Patna df sampds' itb 7b{talhal M not -hewn, vem aofm Icdd Prare ndxt io.+ar nalght. q, All mafa E. In unite mpaw da pmr Iinsar Mat. VI 3A i IN¢ PiC.A9Y eqr kvaa D %-a: m tH`-9 e3M 6 (e6) WRII Ito t acn 990 A9 i6a6 I'm .1. xa a asaa7aaecrM9a{d 4Te SiU± 9me: 9-10`(`ItJ7i°lt GABT Tee 6-6' I60") mit6A9t F"b„,,. aka aEYe 3aam m-.13 am22 a L 9amm5'1eai't V p7-1 a• Mv'). 6Asr ° a° aaz ,>gs T, ` ass+ aooa mesa ax aw ws2-{ sd9aa zismo,{ eA. + t f6trn NI tl" :lta') EGA$T eyl w,. ame sae sna ` aa s e e+e I Air W1cssQ J— INT F Mr',n VALUE EY 05% POP 551 40 RISLD REBAF2 NorEs; I ALLIED LINTEL TABLES MA19&61. INS -,' A LATI N I.'Ober M pramdat lintel'b"o par A07M A61& 2, retie+ U p4;r®d Baden &4i5 par AgITN A819 9. t'a for pprrscams itnf.J(T;ysml 4, fc farPiald a:ane-upraW •&Oddrat 5. cancrata 4nitm pmrA9TMG-q0 marts par ABiM 021 0typMar9b, malCulgtiane myi fifchdrd O Newman, P.@., t@Iddie N&rvmgn Hnglnaarldg int. T, -herb dll d albsIMtalm4° b0. 6, all mampdalta beams GdlGvla Gatl with lag M top at beam q, aGPa Iaadm booed onnAnnl6" bearing la" mMwsm). ICJ, ail imh— in PoI per hoes' teat 11, for 1.11them not III vea n t longer Ian G9 Ar eNPa iegd FIELD RMAR y '+ GR 40 in a # CM. li. u+ CONCRETE FILL I FIE O REE3AR 5R 40 RE 11PRCAST & PREST SED U-LINTS e REa IXE VALLiE Ers 2596 InOR SRADE 40 FIELD RE15AR o ir!r;r rr r1rIrrrr" I 2i rnt a 6 0' A1, 411 rn! Q to rnto Q rn rn U 0 toc!id aI; p rr— r z z z z z !z z zlz! rn n rnrn' -PI Iril i r 1 r r r [7 1" i r_ n' m r > p V wwowwUri)w0 0 CA1-4 I1c t ' pYI ! k," NOMINAL t# Eit4kd7 I t1 s r 1 20 d 1 20 20 Cl CENTEX HOMES 0 sI! 1692 ( GARAGE AFT) b a , • r - a •-e " Orlando Division LINTEL DIAGRAM I w1iV386 Douglas AvenuePhone407.8811190 Suits 2000 1 I I woe w a n • m w a a- 1 Fax 407, 661,4089I Altamonte Springs, pt_ 3 714 i' I ! ! wv R+ rtg K A• m,mnbn MG¢+;+ w-mxe-,n ,Tc v-wtnna'ua m±txax 1 PMrva • P,iC AaM. ma Pxa pYai Mad NWOGfin4nNwrae M @t_ GS lR CaHaxkomcr 8 PRECAST & F REST_RESSED U-LINTELST9 ." 8" PPEC iST-- & PRESTRESSEDt lLliTELS -- - -- UPLIFT LATERAL MATERIALS FOR GRAVITY UPLIFT & LATERAL LOADS GRAVITY _ iYt-T I; , SP2k-JT LENGTH TYPE 8Ua era iz 2. LI TN e;=a-2 era2 are w-2 -ze- za 2, a2 3 £rill 8F8 C... 2 6'c prestressed ilnte!s = 6000 psi, ---.. e-+a eFt2 a rb e6 a-.r 28- 2-0 ---- - 27z7 2a?a a+or5332 bsv9 7evl Sass -- mu)'i Eppf' C C C g 7 g T ( --- = -- 3f'cgrout = 3000 psi rv/ maxkra m 3/5' ageregote. 8' PRECAST Y Y2" R_ EL E J J V i V L I I `B I L L S 3a66 4a 3 !t 7526 Qoo4 ro47z ti"na 2'-l"(34") PREGA57 -- 2021 2021 0 T 2-10"(34`) PRECAST 230 - 2'r2-iaz04 Sae; 5i4o boa? 634 'Tic _ _ 4- CAonorete units (rtMJ) per ASTM CqO W/-__..e_- 3i66 4473 603a 752b aoa4 f0412 41936 - 2465 22e9 326c'1 4231 5249 b2o4 1192 p msn net area G essive siren th = 1900 si, --... (' J } / J '77 3IW 337i 4be9 _boor -015 e63o 9941 3'-b° (42") PRECAST - i257 1257 u, 5 j GRAVITY IT43 `-b° (42 } ii CGA T 2 0 5. 4459 6634 R526 7 . 12 t4'42165 22E5 fibs 4d25 5l??i 5. provldad tta precast )1nte3 per AST?"1 A6V5 ,-.. -- ..- ---.. -- - ----7 z32s zamb -aa=1s54so s:4 7=, -0' (4c^') PRECAST role v=sea 2b32 36eo s s2 53e1 bzas... 438 93a r m per ASTM A6.I5 ,SR40 or CR'f'0.-._.._. Tye ._ -._- 4 rJ" (48) P :CAST 9 20 -_ ._ _ 4 see s4zs xrso s 3 aa2z szba beso 3 C2fL60- Reid 5tr_- r --. Presuess' r;p strand per AS7M A47b ode a>m.+o tom, ,. j 2646 Oar 6039 7526 9coa Sa472 ewat ---- - - 8. r P - - - ----- f --_.-- -- -- ;Far f9i3 3N7 i a4a asap 4'-6 i54-) PRECAST ` - -1162 2507 3257 4c10 a7b1 ss2s 27 72" 27© Iow fGtaXat#On. i5'9i 3G i9 2992 3454 493a 3a04 b8E«2 4' < (52") PRECAST raa4 -- - _ 4'$' (54"7 .EGA ; i653 ---- - - -- ...- -_.-- ras z•3s 3"1i ears 465a d 7i32 ratre per AS"sM A5f0. 1az7 34t2 49e2 s4-rz -na1 94tb 1{3e7b. _ Io4-r2 a - --- -- 7. p t223 , _ _ 3336 . 3<546 ``-4" <64") EGASi r 1464 2so # 2 4+ 3s-rs4au2 464a, 505 505 8. hdortw- per A57twi G270 tie M or S. 4'-6" (54") PFZ_GA5T +3s1 s44a 2"ie2z 4 36rx, 44e1 Ys s s4 El_ rsos , r__ rr7 2e26 .._._..--- --- _ -j D4` {b4"J F'fZ.GA.>T !$4 b65 ^..bE9 Srdi1 _5a36 Saoa i _-_ ' .43? a,>sG 26 32?3 3520 4sa9 p q g NOTES 2 4027 6039 1526 4aa4 V E3 E 1 ,AL NOTE _._ ....._. 3"trJ2 '4I2 49H2 6472 ? i .. 4446 iotIoH - r ...___ _._-. - ^ T2" 05i1 1130 3525 50&4 3665 4241 642445ab32 9bo2 f5`y' 21058 25E5 30-f5 35£S f 0 lo59 M1414 iLPA 2%J4 Tit{ 3k3? 0") PRECAST Y 41a 41i 5' 8 '68'} PRECAST 185 s 5 -iG f 70 ' F`REGASTq72 _.. _ _.-__....... ._. ___ Ei23z _ills sa-rs I a4+ 35e3 4,57 i. PrOYtde full mortar head and bed airStS. - 153 2tb2 4014 $4T2 65?b S0{4 bola I .... i459 2464 Ada4 54Se 4457 52W b122 _- -_ _ - to fi4f• F20a :33 2750 2769 3290 3ei2 Shoref1fled ;inteis as re aired. __ _ s25s 2+ot 3?b3 2'ta6also 3a71 --ads.. 6'-6° (78"} f'lZEGAST - - 707 aa7 t° 3. (r staitattonof finial must 4PtP,'J{y Nuth the arch?tecLlra3 ? 10' {70") PRECAST 735 i 2051 i _ 6472 6 54Sa 3 } b'-b• (7a ) PR%G A53" 437 ;255 2taf.. 334b 5260 1134 b-, 5 be90 -...- 45a* 1412 1405 i9fa 23sa 3iA _3240 -......- .q and/Of StrVGtUra) draYiingS. aOT 16T1 2933 2516 13223 3812 4522 7 i i029 lb7 23e5 AW 2439 2$86 3339 7 -b (40) PRECAST yya 4029_ ibb s90? 235a 2'i"1 3245 Sqi I 65-1 > 7 Lk;tefsone ma!-wfoGtured wtih 5-112" to notches at tine ends PRECAST e2z - - ...._.. -6' (90'} ?RECAST 767 ta24 1675 26to 3a39 5596 bh13 So47 _...-..-_--- _ -ei _.-._.-_ --._....- i D r- 4.. 901 ib11 2a33 4100 6150 &-fl 6101 86i•-...bi2 4e0 4209 'J 1j 1852 2344 toaccommodatevertLfafGeisreinforcingandgrouting. 61 t3 z252 a:ve 2a5j 4 3a39 --_ _.__-.....__.._. 632 1044 i469 veto use 1'i542oz1 4'-4" (N2") PREGAST _ _____ ___. _..-.___.t-.._._- - 454 i 630 a o 4-4" {ail„) PREGA5T _.-_. _____ aoi 155 u42 Issc iota 22tt 2b34 All £kstels meet or exceed LI3b0 vertical deflection, -except !inteis T b" {40`1 PRECAST bbs - _._ £ 5"73 1 Iz12 tens 2s4a 34v9 _ama sla-r ._..... _.--_._- -_. _.- _- _ 5. p 't64 33T1 2329 5494 ai32 L- _-_-... f!. 1} b' 4ae ,43 Y2? i2bi ia h '13i C m 17'- 4" and ion er wi`h a nominal height of 5" meet or exceed L/iP:O. --- -- ---- £ ---- - 4a2 eat ti2zs ak5 Is22 32a t5=sB 10'-bY12b"J FREGA5T ---- - - -- 396 443 v 420 9ti4_ 1253 4 f 154-7886 0'-6Y(<6'l P 4 CAST - --- b b+1 59 ) 3e9 Til 2734 S Sbb. P ottom field added rebor to be G000t d of the bottom 4 8 (tb6"} i 1zEGA57371 -- - --- 4 ¢sz4 Zoe; 2714 3t 24oa-- 69b 'iCa i30a ?;!5f thefezte! ca y. _--_. -- 54s <r35 r b5 te5a 2355 r193 2015...is'-4 (136i PPEGA5T - __ _ _ 363 i 556 tf4 (06) r'REOAST 445 -__-- Ebb 53s 12a5 I tXs )e45 3i<te 7. 7F32" dicunzter wire stirrvps are i,eIdded to the bottom steel for > s<ta 1ss4 2aa1 3t55 4oa4 -- -- -- -- -- --- _ -- 8PRECASTVV2RECESSDOORU-LINTELS - - --- - -- 607• 4 c &31 e '1372 mech;tcoi orchorage- - _.___..-_--__-__.__._.sas r254 r rvsy 2a74 rs7a ista 32'-O'!i44") PREGA57 - _ ___ 3G0 494 Gast- 3n- lace concrete , be ov!ded Inc o lte #Intel in Rev 12-C7Y'44') PRECAST 414 8. p "^3 Parnp - - - UPLIFT T -----------.._ ssaba r2s4 r_al zs32esao -- - -- ---- of concrete masonry units. R'!' ll P LI ! - --a-- __. sac• 340 s32 a4+ 1 3=x? izs3LA"i = Rht_ an 726 tom 1333 [br t224 sate !3'-4'Q6G") Pf GAST _ -. .f _- ._ -- 302 34& 4. safe Sood ra2:n sbased on rotlonaf design analysis per _ k3-4°{#ba"J PtaEGAST 362 __ _ _.. _. __ 5-rd ao9 baz _ sooa is61 1&3a......ra=r1 485 14e t076 f485 1655 23a3 2420 - q eFFstr9RtoAr £ts-n 8 Ft&+re>xr]-t. sitc'3e-tetsF'o-s .T-.. .._...._ --- _ 4S3' 3t8 -093 b35 118 422 11Jb9 AGf 3l8rand 3 530 aSf*iG 1 iy_ n 6_z_ - -- - ewn a r-6 r -___ 7 3a1 b4e 4w _ i;ao t462 roar i2ao l4'-D"1i68°) PR'cGA57 __, -_ 1 _ 28b 360 SASE LOAD TABU NOTES 4 Ylee"i ecA T 1 Asa - - _ --- 31s ems_ 922 254 1 >b 455 100 NXx3 055 R14 2tS3 2666 - .. - 1244 i573241332b041f244615e25 -.._._ _ _-_- 243 2'6 4Sa 541 724 b51 4a0 1- AI values based on minimum 4" bead (22) PKLGA5T -_ __ as2 932 - ' _ _ r4x _z. 74'-s fnb°} Sit ESSE 243 a5a 5»2 asz nsb Baal nag 'f.R. 357 ray. Exception.: Safe loads far unfilled 1244 Ilia 2339 3rto 4oca 4eso sb96 to-e' h'6 J >sss NR. 465 765 1310 2oas 2610 3Pa5 3'Ib5 -- --- _ LLL linte9smustbereducedN20% if bearing length is less than b-1/2 - ------' U92 45a1 2afi 5121 3937 41s6 5sr .-_-......_..--- ....._. r1 218 30 5 Lori Lsl.... i - 229 2184305596TiEoi92554") PRECAST _ ____.._. .---;--___ _._ es3 853 t4z. hoc t z +ez z taz Paz I=_' -a^. H4'j Przc^5"iriESSE -,- .- -.-.- N.R. 321 SgfE IOadSforallreG055edllRteiSOaSedOnFS" nominal bearfr4g- };a2 loss 224a 3d3b 3837' 4643 5453 15'-4"PRL.SIR[`. NR, ____--_.T.- 420 6951250i8--i 2310 2e9a -34e __- 2. M.R. =Nat Rated- az4• ds72 1795 2423 Sass 36aa 432s -.. -- _- iae ( z36 361., 4ca ! se7 t 6-ro _ 1a-- -- yiS`JPRECAST - --- -_y ----{ 50i Sol lt4, Nft t{ri 4iz i42 142 ( Pda 11'-4' (205^}PftEST-=r"E _..- -- - - iJR- 255 3, Safetoadsoreiota; ssrpefimposed oilosvable load On the SBGtiOn speGisied. a24 1152 t74i 2-l>72a7°jj 36rp 1 4T30 3S7 4' (20b Y'¢E5TRE:x` NR, 3 .-_-._.-._.._ -_-.t.,b 276 44? 649 B14 j 1 :3a9ui 4. Safe loads based con grade 40 or grade a0 Flo}d rebar. a4b• ssse raaz-sue.. nbs 3se, -4ae } ...... soon Iva z2oo zc.co - ----- -- --- - l p_.. _.. ! 3I65j_ 2G'1 313 Oar i 49G 518 bb1 G°} REGAST ---- ab9 6 _, r r a 9"-a f2s2'JPeESTREssE>- ___ '--- rv-R. 204 Addltianal lateralLoadGapac<ty Gan be obtained iaJ the des}firer aj-------...- --- aab ko9a ; i ,io a2ea 22ar 349-r 4aob w'-4• {z_2) r s:>f N R - ._...... bs .. z3s sal sr l 36 eo I trbo - 2ao 40075a... i0 1 i720 tow_.._.- ovdd3 ocelonoireinfor. rod mosonri obove the ecast di?ste 1. jj na eat tst3 2oa2 2s"r3 1 56 2 ..-- -- _. -_ --_ _ 4s .,f96 ra 356 { pr ` pr1 (8o") PREGA5T - ._ . - - naz rkz iw+z ?. Ida „ram t z '-4 Cash°3>' s __ t -- IF-, 1"72 6, Ofie 7 rebG !n^ be SJ°D3iit.VtP/, tor =.0 J rebCGS #n a, lintels onf<. r 118 956 3468 t961 2%J9. 3a i5 "1 1 21-4' (<5 if'S'fRESSE .-. - i fa2 _ 212 33 477 635 eOl 943 y t -- ___ -._ _. _....__._ -__ -_ _.__ -__ ! NR. 3 Ib3 33p 611J 440 ,340 t3b_o 2f0 - _ _ _.- - t- _ _ _ _. i.-_ bbe697I325 'aio 22W 2Ys3 3z21 t _...... -_. too {ea 260 r _3s3 j 4s3 493_:68 7. Tt',e des'ugner mcajevaluate cancentroted loads from the safe toad tables (30`) PRECAST -- - _.-.... rro 44f --_- 22 ri 2 a b88 e49 l302 1162 2225 26'A 3;5"t ,-i":2E.4•ji RES'R - NfZ. f- A6. 13'1 205 322 4S 60;_ 1T 447 NR. I fb3 / g bycaic, loting the moxmm resisting moment or, Shear at d-::n-taus from the __... ._____.--.-_.___ ._-__- _ j a -...:.. -. - -}-- ' -.... _ _-_...-. -1- _...__ __- _-...__ _ __.__ -.__ -. i ..._T _..._ _ _ j$3 (.---- rba .00 T- s7o a10 rasa wbc aq-to FOGe of art (31bHJ PRECAST 535• 433 SGe,-.._-tt23, 2a•-oT23&") ST a SE '27 tys 24a 3;2 33a 44 T._sis pp - ssejj6;4 r z raz 1 raz raz ff.... ;`aa v xa -_-j { NFc. a. ForG!'Y!'friGsfte IYYllei heights not Sits, V5e safe load from next lower height 533 521 IOOa .... i128 2o9b 245C-__.....L._ _.._.._.. j24 O'!2F5B'It'Rf STRES-_21}' NR. t30 2-YJ {-470 _.. 720 iO3G i35o .-...tbia- _...._. 124, ( lab 29Gi _Aae 535 - hdo ,833 4. All safe loads in unite of ounds per linear foot. III _._._I_.__..._,_- J I--"-• p P' sZEDUG ;ALu 3Y 15% i-oR 6 A E 4rJ FIELD RE5Rfz - - - -- -- *KEDUGE VALUE BY 25% FOR 6fzADE 40 FIELD REBAR MATERIALS _a_ iN5TALLATION f. bar " n. pra> .5t lintel 6r°b0 peA`_^TM 1b€5 t A^ 2..,ret mcsorr ,nis er ASTM r-90 I ..! UNFILLED SAFE LptAD._ TABLE F,.a} 8C4NCR Tf _"U L1N ,S p urdrears6P.40 e A5TM A6# D GRAVJT 3 # w^ reGas' te#s-400flps _-- __ 4. fG Fled oar:creiv _3oo s LIPJTEAL NJ_ iE G 7N "xs" e'xa" s x72 e xf { a xz a xza "' 8e x32" 5 1 - - FILLED FILLED fiLL£D PILLED 4 FILLED F6f. ED FILLED FtLLESS q cv- per ASS G270 cum Mor 5 A 2 383@ 6858 25-7 13"7 355-t V 340 £ 1200012000 ..-.. 1204 12000 P e' Ail i Ulcattons by: Rv W..rd 6. No-- PE.. Riddle-Nc. vrr.Gr Erujkneertrxy kN. _- __ __ __ 2000 al 1474 3367 4616 61a6 -72611 99 - 7, shoeallo0orstm1"mtzls 4" 0Gll a _ 24 `) a. 4minrrrrv, mJ. 4 O. f.._ rrposite bc+ ams colcvf-ed with. Isis `A-3 46 20 _ sh to © f morn - .-_ 2a lOao 010 ' 241813 353& 3415 4637 5.550 i CN ti02iiL0442a4252,14 4024 4-790 5522 70ail loo.' sr- an Povrrfs er klnecr Poai F' A-& -_ .. db" 489 4 3 847... flO I 3522 lay b .22 2 2556 5546 ii. for totinesrtHstedusenextlonger -- -t I P 2 7 ienaih #or safe bad 5 } 99 FfELE3 i2 5AR - 72 6I3 fir iS 2CYJ2 24r..+5 2939 _ 3389 _j 3 § 5 sR 42 A-g ) 2 a" 421 4aa ... ioo 1224 3604 >9ba 236Ci 2723 a g arse fil -3j A-?O 73`4."..._ 393 4W 774 I t0 3 t3P3 d69< 2024341 {...i Q A-11 -_- 140" 342 373 690 938 1233 1510 1808 204f g v A-t2 We, 508 554 bib &42 flob 552 1624 la79 ,/' i$gl •m J __ Q A f34" 272 285 436 bit a0a 4aa 08a 13a0 x _ GrG CRETE FILL ----- A 3 4" _--.2_50 - foss-L- 446 _-I-_- 850 I . 8 -' 4f8 0 _i_-56-790 .- ii4833Ps PFt` Ai520 0" 225 36- 4Q 40 0 g m - "U" LINTELS 1# t fa a xe a xsRAL $ SAS E jLOADS-X18- 20" B X24" 8iX28- 8"X3 ¢ ALLIE(? UP ifT A1D 5 n t1Wf UNFILLED FILLED Fi1. ED FILLED FkLLfLIj l INTEL NO LENGTH 2" 7ERALLA --.__i D { 8X8 fiLLE -- A-1 210 3J96 3150 4t94 0000 10000 10000 10000 10000 44013 ems: A-2 3'6° fa35 1576 54A5 G0000 PO000' }0000j i0rJG(7 10000 25=12 °aBtr. `iaf bj A-5 4'6" lola 1051 4224 550o 82039440 10000 10000 1415 ---- A-4 5110" 575 603 2380 33i9 4300 5505 j 6766 7848 -777 _ A-5 Tb" 345 370 142t fri"7a 2552 3514 76 1 46Cu0 6Yf1 A-i T4'4" 228 252 434 i246 1665 2059q 2542 t 2'A7 A-7 I0'111" 85 20q 35b 1049 t341 tb62 2025 ; 2a-47 l 329 Id, byd-de- A-8 W4- j 303 533 652 4t7 Y370 1452 1751 2028 i 451 - 22: A- 28" 247 282 645 760 44t 1232 1464 ijl6q5 35-7 t3'4" 253 2 3 510 705842 di09 1505 _3 sheet A-11 WC- 225 324 4736521624I021511-1& if 5,.. A-j2 i4'8" !qi 21a 442 609 -76IR455 H06 ': 12 262 p ['" A-15 I7'4" 145 2535514a360575584297f165Z3 "l am A-14 i9'4" la- 4214505420525657 -15 A-5 20`0' 174 203 296 405 504 630 6150 3 -Tar._ 19a 6f: PROVIDE 2X4 BLOCKIN THE FIST TWREE FF- AM44G5FACE5,4T 48' O.C. REMANDER TO BE BLOCKED AT 961 OC OR RAT I I R6S FASTEN FLOOR SI-EATPNG TO FRAMIW5 w/ 8d CO"10NS OR Sa r_>tFFEF_) C ALVANIZED NAILS e THE FOLLOUW, SPAGW,, V b' ON CENTER AT ALL P41,EL EIDGE FF,411W 2) V ON CENTER AT ALL NTEDIATE FRAMNS FLCICR FRAMM3 24"O- G f3LocKlNr;z e 48" 0/c; MAX, IN FIRS TWFF-E FRANW-z SFAC_E5 4 0,G, THEFZF_F0F E FLOOR5RAGINe AT ENDWALL5 4 A BLOCKED r NAILS . 4* OC FOR BLOCKED DLAFHZONE e,d RAIL5 AT6' O.C. OR edNAILS AT 4" O.C. OR "IVA.LENT P6&L40VALET,ff FN E7-IATiC FtAgM-IATIC, NAIL AT NAIL AT SUPPORTED ELx3E5 9 SUFTPORTED EDCE5 AND AND 5LOCKO ACI 12' 12. O.G. FELD FOR OTHER FIELD FOR SHADED AR AREA5 OF ROOF OF ROOF IA6' 065 SWEATPW, OR V2' CDX TYP. 4'-0' ROOF SHEATHING NAILING il i)_PATERN DETAIL P.T. 7X6 Wl ln° CltAft 'J' BOLTS s 48" MAX UY 6' MIN, EMBED- (TYF,) TRtr_,S BEARING F_F_ T__F__fl 8>118xI6 P. T. 2X4 c"ll lTYI`_l-_j--L-.j I I P.T. 2X6 W 1,12" DAM. J' BOLTS 45" MAX, W/ 61 MIN, EMBED. ITTF-) IA61 065 OR V2° CID), 7 BY oAod AAA-S WALL 5TUDS a VEADER l W/ 4_ kzId NAIL5 F.c- BOTTOMOFHEAr HEADER . eV 2A0 W V2' CD)< FLITCH lm I / l RE- wiFIED / k I Ro FRAPIWI tllFM5FR SEE CONNECTOR C WIRT SCHEDULE FOR TFW55 STRAPS) lAfl, 0513 OF Cvx EXTERIOR 6w_AT9wl NAILEE:lWf 10dCAl-V 4'OC:, E06ES AND I OG. FIELD 2x4 P .!. WALL STUD V 113) 112 1: 14A A14C 501-T5 TO BLOCK N 0, DIAL x a, ANCHOR 501-T5 EtlSEr) 6' MN_ INTO FOUNDATION W1 LOCATED WITHIN 6' OF 6 EACH ENDAND3,2: OC, Q'W/ 10- 06 NAILS - 50TTOTI MAX. EL5EtWERF- OF UtLAf IrW. EAr'ER 6TU,TO" x4 P.T.BOTTOM PLATE U" 5TRAP EVERY OTHER STUB TYF, FRAMMz 4 GONNEC-TION5 FQfPZ OFENINGS NAIL 14TATF TTT 4-4- R.'. ET,41L Tyf- jc_, ALJANS FAE7TENfNr3 EXTERIOR ws W WALL ovEF;? j4E,4E) -; AF- 4r-E E)OORSHEATHING NAILING I NAIL INTO 2 NAILS INTO P.ATTERNI1ETA.IL TOPFLATE TOFFLATEPFF EN RED Wkclf, O D FLOOR, - ------- -- 24' O.C. AL DOUBLE Top PLATE PRE- LPKz RED STRAPPED AS UX>OD MOOR SFIOaN IfN T- 24* TRUSS LAYOUT Of- MAX ZX EILOCKRV. wl, OjCl STUD 2x- SPACO Y. AT MIO5PAN milarm— 0- 61 O. G. STUD 5P FOR NT. BR l7x PT. SCITTOMPRArlm WALL AMC90PPLATE PLATE OTAER EXPANSION TOENAIL FLOOR 511V fTOM)YFI TOP t BOTT5OLT TRIlSelTOTOP ANCI- PLATE W V. 32' Of- Fmwr RAILS, 5OLTS cz) ON ONE Sc) r__ 37, or_ V ON TIE OTWER. TAIL- INTERIOBEARING W_Al _ L W/ ONUPLFTa_4FRAMIllG CELW EMErc lvr E TOP PLATE BLOCK ING SEE GABLE ENDDETAIL 2x4 STUDS AT Ir,' O.C. MAX. 5IMP50N L$TA 30 AT HEADER xel LINTEL FILLED W/ 05 CONT- WALL RE114FORI- IR" SEE FLm S SP4 V2 - ANCHOR BOLTS AS 5WOUN ENTRY FRAMING HTML M-& L"ITRk, HEIG44TS EXTERIOR ' 2 STUDS Siff SW MATEK& 4 or- UX 9T. 7- X 4' 5PRIJCE, FIR 24' CA-- 2" x 14, sflmalcE, FIR 16, 011__ 2' X 4' 5FFlKE, ELF tL' O/D W-01 7' X 4' SOUTW- FN F*iE 24' O/C 2')< 4' 5001 4ERN PftE Yb' O/C 2' X 4' 500TI- ERN FNEE V 0/1- 2. x 61 SPFIXiE 2" X_6" `ffi, FIR Y,- DID 71 x r" -.flwjjcE, FIR V, 0/1- m 2' X r,' eOUTFEFN FIE 24' Olr- 2- X, r" SOUTWERN F1'E Y,' 0,0 14'-0' 111-01 21 x a I SOUTWEfN FINE 12, CIO 11-1. 2.)< 0'5ir ,FIR 24' O/C 21 x 0. STIRIJIG- E, FIR b61 01c2' X a' SIFFIX- E, FIR 12' OC 24'-0' 50IJT}EFN _FNE 24" DID r X a' SC STHERN FTIFE V,' OJr_ 15'-4' 2T-8' 2" 6T FNR,E 01C IV _V WOOD TRr-6 STRAPPED AS SWOON ON TRUSS LAYOUT 2-2X4 TOP PLATE TO C3'AJ2x4 STUB5 PLATE AW_ 4-0 @ iElSRYOTHER STUD TyP, 5TLO 1/ 2, x a, ExPAW-40N aOLT5 a 451OC. Em TO SLABMl - KollV_ FlR_ A_MlNG_& STRAPPING KNE-EWALLOVERCMU ESE FFEG,UIFWt' KT5 APPLY D-EN b,VOW/ DOOR MANLFACTUfER5FASTENING ETFOD 15 NOT SPEOWIED I) NAIL W/ 103 IA4 OR HEAVIER POWER NAILS &* 01C AND 3' MAX. FROM BND5 TYP. W1 I'MK EME5FDMENT N7015LOCK. 2-) AL50 ADD 3A45' DIA SELF TAPFWl CC4,R__ ANCHOR5 THRJ UINDOW/ DOOR FRAME BIG44T (5) rl FROM ENDr, MAX AND FORTY (40) W- WEES MAX ON CENTER WlI' rlK EMBEDMENT INTO BLOCK- ATTACH WTI4DOW TO OUCI4 W/ w 6DREur5 MAX 8' O/ C AND MAX a' O/C AND MAX 5' O/C FROM END$ FTTXPU:KS FOE Wftlr 1.) INSTALL 3A6" SELF TAFP44G DOW- AlIkCFiOR5 EIGHT (5) 94CHE5 MAX FROM END. AND 24' ON CENTERMAX uv r MVIL FMD_ INTO BLOCK FASTEN WIN R TO FT EXXX5 UMTH 10 5 OFEUr 5' 0/1- MAX ANDMAX 0' FRC" ENDS W/ r t-HK EMBED. INTO 5UCK TYFIC,4L ELOGK QFENIN<; DETAIL fFGF FT BIICK F45TE,4M AIC 35 FSF RATM) 0--lov TFII&5 STRAFPF0,45 5"CXN ON TFUS& LAYOUT — C2) 2X - TOP PLATE - --- v5L_ 2x8 HEADER FOR 4'-f,* MAX OFF104G ' DBL. 2>W STRAP f HEADER C. 5`-5' MAXOFENP4' , UNO, MID 2X- BLOCK94r, AT MID -SPAN W5. ar- 5Ttg:> SPAOR.Il_ NT. DO OFEN91, FOR INT. BF-, FR4ME WALL - - 9PLATEANCHORE-Y'EW EVERY OTHER STUD (TYPOAAA SLA5U EXPANSION BOLT AV,CWOP_45.E 241 DO. FRAMING & STRAPPING: TERJOR SEARING WHALE 0 DOOR I OBM IN GENERAL NOTES GENERAL - LLP/E LOADS F, 00,: 2,01-f FLOOR. 40psfSTAR, 401-f 2- WNV 5FZED IE-, olt, 3, ALL WOF' , 70 BE N ACCORDANCE WTTP TWE F_5C_ 20V C.AAP7FR Vl- 4. ONLYU47JTTEN CWAW.ES,4P-RCN` ECI 5Y THESPALL BE PEFT-UTTED- Z'ZI GONGF,>ETF IS I L ALL WOFK TO BE N STRICT ACCOmANCE UAT14 THE ACI 31& 2. MX r>EW.N CJRfTEFIA ALL CONCFETE TYPE I PORTLANDCO -ENT. ( ASTM C TO) GO E 5TW v 20 BAYS SW 0 5LA55 AND FOOTVr.5 AND 3000 jl CUX FOR MAX RUI WATER- CFI- RATIO 5 ISPT FOLLOOr, 5PE-CiRED NON -AIR AIR Clotl-lREe6lvE ENTRAINED ENTFAqlIEF> STRE"'V'T" <Pe0 COflCF'ETE ClCNCFIzTE 7500061 0-54 3000 058 0,46 5LUI- lP-Sd_AE30N GRADE 1. OTHERWATER - POTABLE CHLORIDE - NONE 3- PROvIDE NORI- IAL WEr W AGGREGATES IN CDMPLIANCE UT14 THE REOLUREMENTS OFASTM G 33- 4. reERI-TE5W FOR 51-AB TO BE AT A RATIO OF.75 L5S_/YARD. FOUNDATIONS : L FOOTW, DESIGN BASED ON ALLOWABLE SOIL BEARING PRE-5--1RE OF 2000 I-F_ 2_ IF FooTgr, ELEVATION OCCURS IN D1STURBEVXS,ISTA5LE OF, UI-ZUTA5LF THE EW.INEER SHALL BE NOTIFIED AIVNE-- E-%AF;rr AOX517ENT5 BE MADE PER RI5 RI5TFar_TIORE 3- PREPARATION OF TWE SL93GR4DE TO FOLLOWRE AT AS OUTLINED 04 THE GEOTECK'ACAL REPORT- SOIL, 4, STEPS IN WALL FOOTW_E5 S44ALL NOT EXCEED A SLOPE OF (1) VERTICAL TO (2) H: ZONTAL. F, SHALL BE USED WHEN OPERATING VIBRATOR( COMPACTION BallFr-IENT NEAR EXISTW, STRUCTURES TO AYOfr THE OF DAMAGE TO THE STRII T`JRE, 150NRY , I DF5r-,N, MATERIAL AND AMSHiP _-WALL 5E IN OTH THE ACI STANDARD CODE PEQWREl-ENT5 FOR CONCRETE MA50WY STFuCrURE5ACI 5301ACI 530J 2, CELLS RdDICATED TO BE FILLEL, SHALL BE GROUTED UXTW 3000 p.1 CONCRETE. <0' To 10' !IAVIPI 3, PROVIDE 25" LAP FOR STEEL e ALL LOCATtONS. 4. ALL CELLS ADJACENT TO CIOIZ,IIER5, BD OF SWEAR WALLS AND Lt4DER CONO- RATED LOADS SHALL CCNTAN VERTICAL F_lEjNFOPC04,, AI,0 SHALL BE FILLED UXT14 COW_r_-TF, 5, CONCRETE BLOCKS e44ALL CO 4FOF"1 TO 457M C-SO (28 DAY STTH 2000 P5V (Vm=&00 P,IQ LAtD N FWkW, 5OND 6 MORTAR e44ALL BE TYPE N. I ALL RE -5A--- SFALL eE &RADE 1-0 MESS UND woolD I ALL 0DOP FRAMW, AND PFE-EW-ftFEFED WOOD TRUSSES 5FIALL BE DETAILED, ANT> FABFPJC_ATE[) IN ACCORDANCE U4TH TWE RROCEDUFZE5 AND FIT--QUIREMENTS OJTLfNEr:, N THE LATEST EDITION 01 TINE NATIONAL DrSIGN 5PECIRCATkONS FOR UK)OO C-cwITRUCTION- 2- THE WOOD TRIASE5 SHALL BE 51LED AND DETAILED ToFTT THE r.>9-EN_lAON5 AIV LOADS ALL DESkCN SHALL BE IN ACcORCA4DE IWTq ALLOWABLE VALUES AND SECTION FIROFEPTIES A55AND APPROVED BY 7I-C- BUILDING, CODE. DE5r-04 CALCULATIONS SIGNED AND SEALED BY A LV-EN&Er,) PROFESSIONAL ENGtNEERARE To BE SUBMITTED TO THE BWhNEER FOR APPROVAL 3. PERMAtENT 5FVGW, PERPENDIOL4LAR TO THE SPAN OF TWE TplI$SE5 SHALL BE _V AS PEWRFD BY THE TRU56 MAGTURER. TRUSS MANUFACTURER SHALL PROVIDE STATEMENT THAT BOTTOM CHORD OF ROOF TRUSSES AREE BRACED DURING UPLIFT CONDITION 4. FOR STRUCTURAL LUI-OER, PFOv41>F THE FOLLOWII-rl GRADE AND SPECIES SOUTHER PiNF SURFACES DRY U5E!:, AT nMAX M. C. GR NO2OR - PIKE FIR ADE SPRUCE SOUTH GRADE NO2 5. PROVIDE GALVANIZED METAL "AWER'. AMD FRAMING OF THESIZEAND TYPE RECOMMENDED BY THE MA"_FACTURER FOR EACH USE NCLMW, D NAILS, IWIYSLIES O0I,NFCTOR, S OR EMIYALENT) 6. ALL DOLTS USED FOR UK)OO COT,45TRUCTION $ PALL BE A MN"-IM OF la' DI TER AND r.' IN LEWVP (ASTM A- 301) WITH MOIL 1 V2' DIAll, WA-'Wp_ UN_O, FFRO DE FRA WIG MFr-93ER5 OF 517ES AND OF 511FAC3436 SPOW OR IF NOT Swm", COMPLY WITH LRIITW- 5TUD PFdG 5 C34ART- DO NOT 6FV-'_F STFLICTURAL M71EERB BETWEEN SUPPORTS P, ANCq_-R AND "L#r, AS SHOWN, AND TO COMPLY WITH THE REC, 01-11ENDED NAILR*, E FROM T)-F -STANDARE1 DJILDRNG CODE, LATEST E-111TION. I-S, ROOF 5;-EATWNG IIK,* 055 OR V2' CD>< SEED aS FOR94iL N, FATTEF1,6 VERIFICATION OF FIELD CONIDITION5, 1. cONT,ACTOR SHALL VERIFY ALL FIELD CONDITbOW5 ANFI rlRELATIVE TO 54M W IERE TARE tCTS I3FTWEEN ACTUAL FIELD CONDITIONS AND DATA PRIFSENTED IN TWE SUCH CO,4:4TjONS 5"AU BE CALLED TO THE ARCCT'S ATTENTION AND NECESSARY A0JLrlTt'MNT5 MADEPER HIS TN51-fxdCT!ON5, 2- FOR ANC44OR BOLT5 U5F ArSHE& OR EGUIVALENT (A-36 OR A-301 STEEL) 3. FRO,/nDE 2X4 ELOCKINC. ON ALL 5VE5 OF THE RfpGE VENTS URT44 5d NUL& AT 4* lOI4 CENTEF- TOP PLATE I ROW OF 2X4 BLOCK4,V, 3 BASE gp,CABINET TAL FRAME WALL I ROW OLTEFEN STUD5 QiETAIt TYP. BAR TOP 2 - 2XIO BEAM INLES5 OTI4EFW5E NOTED ON FLOOR PLAN 5' ANCWOR BOLT LftN8L W_ u AM og ow. Sl MASONRY BEAO-,- 4ANGEP ma T- 2 - 2XIO DEAM E55 OT-W-55E 1, CIN FLOOR FLAN W AN-C-44OR BOLT LNTEL E5E4)1 CJ WALL PER 4-9,—M — MASONRY SEAM HANGER 3 0' COIC 6LAB alr 17VER r, Md- VER OVER TFEATED FO,',T OACTEVFILLPERPLANOR 0 OR 5Er FLOOR PLAN) GF- 4DE 2 5 F!EISARS 0 KTHICKENED SLAB AT BEARING EARINGPORC- F7AN , p 4C6H POST CO? TometlodCOW, 7X4 NAIL TO EACH TFIIS15 CHI ROOF TF111;sa ROOF T, CDX FRN 3 SECTION THIRU CHIMNEY INTER' ioRCHIMNEY -------------- aR CHIMNEY DETAILS LFI- FT • OF MT% Mitt 106 NAR-5 M 0 OF 311o' FROM Tgr4 STRAPS TO PEAT. TAFC4W TO CM MARFACTI) FER (5411-04) EACH 5TRAP) (EA04 6TRAP) 4 1 4 IF AN 'A' STRAP 15 M-f-LACED OR FORGOTTE14 AFTER T"E FOUFJW OF TIAE LNTEL BEAM AT TOP OF CM W4L.L THEN A St' lPSON M7&* CM BE SUErITTUTED QDOD TFlr-S FOR EACH MUSSED 'A' STRAP CTYP UOJIIJ PLEASE -- ECLVx!E EAC44 t $TRAP F0LLC=, lG T44E ATTA TABLE AiV PROV1DE 20 C GALV. FL FOR W, To TWE tR=l-JPT 5449aN FROM Ti- E TRJ5$ MAN-PAC7tPREP- MTALL ALL TAF' C,O?,* UATW lltt ET'M3ED---\ LPL BEAM Uw(l) 5 1\ '/ 7 \ \ I om 617- 11-SON M75t6 ATTACH TAF--,:705 EVERY OTHER "OLE THE MISSED FILLED CELLS CAN BE REPAIRED BY EPDXY GROUTW, (1) -, RE5AR (SEE EPDXY PF OPERTM5 AND --,PEClFl--AT;OK5 VVE LICAND LPL OR EaJIVALENT ') WO 5OND BEAM AND WO TPE FOOTW. FOR ALL FILLED CELLS 5 40t114 ON PLAN' 5TWT NOT Fit -LEE) #4 T14E Fa-E) PROVIDE 6' M- FN5M AND 3)47 WOE RqTO 507+ 4 THE E50ND BEAM AND Ti-e FOOT%v. EkX4D E3FAII Flm F— c1ow1jfl) 5PLtGE5 (Typ-) FILLED oCM WAI F-TCAlLq MOMEPDXY C. ROig SHOULD 5E N$TALI-t-V 04 STRICTACCCRDANCZ UT44 T3E MAN.F-ACTLJRftS F93ERY- 4WILF15OVER Fes® FELTOVER IVY,, 0-515 t000 TRr--SFS5TIR4PPED AS S;-i0iitl ON TF1156 LAYOUT D<2 PT OVER 1)1 5 Cr 'R OVER2X6 Aa" PtE S SL15F, 451-'AOR II2" ITA= W/ clow.ALtkt VENTED SOFFIT SEE FL-, 2 fq--, N DDL , 2X& i ADER FOR, STRAPP*,V, FoRA,-&- MAX OPENm, Pf3i- 2XIO IEADER FOR 51-9I 3 U2, GoNr- SLAB MAX OFV04G ullLO, ON -® POST CLEAN, COrl- ACTED PER FLOOR PLAN FILL 9I1 W)t- iOLl7WfC WRAF`FM UWSTUC FTrl. Wl 2 5 " A's 7 4---e-P@oRQ FLOOR PLAN FOR POSTSUMe_ SECT10N C_COVERED PORCH_ T, - 241 0C, 2x4 ELOCKR,* EA. 5fDE ( TYF,) C145LE E4 24' Or- mm Trp3CAL STLX- FNISi4 ( ALTEFNATE R/S CEDAR MISQ) CO?4--- SLAB 2- @)STF-154- TIES SIDE) PER FLOOR PLAN FOR FIc*7 51ZE ep ELEVATION @ REAR PORCH POST MONOLITHIC DETAILS SIMILAR)_ 055 514EATHRta 2x4 COW O/C EA SIDE ( TYP-) DE 2.4 BLOCX @ EA, &IDE (TYR) Ltzlimlial - 1410111jisamlol gm 24' 5 AT 4a- 124- OC. FROADEE (1) -, AT45 O-C VERT AND ( 2) 5 eal-ow EA, POST LCK-AVCN FILL ALL CELLS VIT14 25CO P` 1 CZW- ALTFT-1 5 N FND- 5fkl ESDE OF udi-L CZ)IIPACTION OF TiffS AREA 5 - 4a' O.G. ----\ FLOOR FLAN,) TOP f OR v?, CDC TOP PLATE 3X4 & TU05 wl, 0/ c 2X4 DlAa-' 5FACE 2X4 F-T- E507, PLATE STRAP STUD W/-5- FSCAPtE GLIP TOTOPBOT- PLATE CM IJJALL WALL SECTION FIRONT ELEVATION SVE EXTERIOR E a D CHIMNEY DETAILS ELEVATIONwmuc,4NEENGINEERING r 7) na- aQos 1a (' 7) 17.- n e,—tV IT Y.A. BOX W613 &Tc A l —19 V 5 COW- 2) S#11-50N T622 (743OLb. saax Lb-LFT) of 2) I-W-HE5 RT22112 (213oi-b. max L%-LFT) or FR OF'.N i-EAD JT, AT45' OCI ti ( 2) 5EtICO ADS-2 (3,412Lb. max UFLFT). FOR UEFFIS 51- 2x4 P05T SEE I GRADE AWAY Pa. LE 7oP PLAN FOR =ANTIT'I' FRO;l PCX61E fl-ATE sl 4,— @i 4) '5 L- Clow. AS y GLR Cov. ALL 'Ty" ()_ NOTE: eRACEoFaALL RET FOR PATIO SCA5 LEAVE E N FIACE FOR I DAYS AFTER PATIO SLAB IS POURED DETAIL for (2r G eU55TITUTION for (IAI 0 BIRDER Cot4REr-TION spa C,4 ® w 0 Villey by 19 d.— by 01-22 stmet S2 Of pl. . 0 .\ Ip , 17 °. i 2 9 CITY 7a\\