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126 Bristol Forest Trl 04-2006 New SFHI <4N- s '+%-�r I- s-61 ro ke s4 PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER PHONE NUMBER Centex Homes 385 Douglas Ave., Ste 2000 rin s .-F-L.32.7.14 .... _ ._._._ Altamonte Sp g 407-661-2176 CGC 049689 ___.._._._.._._ ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE -1w SUBDIVISIONPre-Sf! ril e1,k M o ti re v, — PERMIT # `�^ DATE PERMIT DESCRIPTION PERMIT VALUATION IF L / i SQUARE FOOTAGE QO Certificate of Occupancy This is to certify that the building located at 126 Bristol Forest Trail for which permit number 04-2006 was issued has been completed according to the plans and specifications filed in the permit, to wit as New Single Family Detached complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: F. Ortiz 10/06/04 Engineering: D. Richards Public Works: J. Crumpton Utilities: R. Blake Fire Department: N/A Zoning: N/A Centex Homes Property Owner 10/13/04 10/07/04 10/26/04 10/27/04 Building Official Date DATE: PERMIT #: ADDRESS: CERTIECATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION * * * * New Single Family Residence* * * * v\ 10/05/04 04-2006 126 Bristol Forest Trl CONTRACTOR: Centex Homes PHONE #: Trey 407-468-9155 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. /ElEngineerin e3 U ❑Public Works ❑Utilities ❑ Fire ❑ Zoning ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) eam 9laD CERTI]FCATE OF OCCUPANCY � �Mptolj REQUEST FOR FINAL YNSPECTION **** New Single Family Residence**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 10/05/04 04-2006 126 Bristol Forest Trl Centex homes Trey 407-468-9155 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. ❑ED,giineering ❑ Fire lic Works 616 10"e"Vet Zoning ,, D ❑ Utilities [Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) I j 1 8 9 a CERTI�CATE OF OCCUPANCY 1 REQUEST FOR FINAL INSPECTIWl I I I i l l **** New Single Family Residence**** '- E. DATE: 10/05/04 v PERMIT #: 04-2006 0 ADDRESS: 126 Bristol Forest Trl Cr P �- CONTRACTOR: Centex Homes PHONE #: Trey 407-468-9155 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your _prompt attention will be appreciated. ❑Engineering ❑ Fire ❑Pu c Works ❑Zoning _ Utilitie ❑Licensing DA 1° 2,6114:%rl CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC10011 CITY OF SANFORD Address Misc. Information Inquiry ! Location ID . . . . . . . 247755 i Parcel Number . . . . . . 22.19.30.502-0000-0160 Alternate location ID . . Location address . 126 BRISTOL FOREST TR Primary related party . . Type options, press Enter. 5=View detail Opt Description _ PLANNING & ZONING COMMENT _ CUSTOMER SERVICE NOTES _ CUSTOMER SERVICE NOTES _ CUSTOMER SERVICE NOTES _ CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 10/08/04 08:42:12 Free -form information PRESERVE AT LAKE MONROE SW DEV FEE $1700.00, WA DEV FEE $650.00 PD 5/20/04 BP #04-2006 SEE REC #6803 3/4" WA METER SET FEE $190.00. 5/20/04 REC #6803 *****LOT #16***** F2=Address F3=Exit FS=Special Notes F9=Parcel Notes F12=Cancel FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCEPROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Read the instructions on bases 1- 7. SECTION A - PROPERTY OWNER INFORMATION 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 126 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 16, PRESERVE @ 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): or ##.#tf#lf#°) ❑ 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 133. STATE CITY OF SANFORD 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AD, use depth of flooding) 12117CO035 E 4/17195 4/17195 X WA 6 r u. inaicaie the source of the Base Hood Elevation (BFE) data or base flood depth entered in 69. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): 611. Indicate the elevation datum used for the BFE in 69: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): _ 1312. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction` ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al A30, AE, AH, A (with BFE), VE, VI430, V (with BFE), AR, ARIA, AR/AE, AR/Al A30, ARIAH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVU29 Conversion/Comments NONE 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) 13. 2 ft.(m) o b) Top of next higher floor WA . _ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. _ft.(m) N fTt 00 o d) Attached garage (top of slab) 12. ft.(m) E 8 � ' 4 o e) Lowest elevation of machinery and/or equipment 3`JcNv servicing the building (Describe in a Comments area) 12.6 ft.(m) E o f) Lowest adjacent (finished) grade (LAG) 12.3 ft.(m) z' ' o g) Highest adjacent (finished) grade (HAG)12. 5 ft.(m)Xv o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 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 by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME: GALEN K. BELL LICENSE NUMBER: 4994 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 1030 N. OR 0 A ENUE, T WINTER PARK FL 32789 SIGNATU DATE TELEPHONE 10/22Y1004 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these saaces. coDv the corresoondina infonnation 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 126 BRISTOL FOREST TRAIL I . , CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHFECT 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 CK 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 as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (induding basement or endosure) of the building is _ ft.(m) _in.(c m) ❑ 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.(crm) 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 _ 8.(m) _in,(cn) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community s floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAassued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are cornea to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The Itt al official ir'ho is autherzed:ev lawn! or oAinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Compete the app.%cable item("s)'and sign below. G1. L-1 Tl e information in Section wa :tak-q 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 nerfify.efevaton.iii%r,7ation. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ It ormmunity official completed_ Section E for a building located in Zone A (without a FEMA�ssued or eommunityassued BFE) or Zone AO. G3. ElThe' of0wing information (Iteolis G4-G$ is provided for community floodplain management purposes. G4. PERMIT NUMBER ' G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED I G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (induding basement) of the building is: _. _ft.(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 16, 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). TRACT A STORMWATER MANAGEMENT AREA I" = 30- - GRAPHIC SCALE --------------- 'Ds' S54'23'11 "E 50.00 % ° 15 30 --------------- w � � rn m CERTIFIED TO AND FOR THE �p LOT 16 EXCLUSIVE USE OF: r7 I o COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC �6`7 I (n COUNTRYWIDE HOME LOANS LUIS A. RIVERA 1,2: 5.0' ROCS 1 5.0' 11 4Q0' LOT 17 �� ZZ LOT 15 12.P. zw ONE STORY o otj In 126 rn CONCRETE BLOCK oaW °Z j 0_ 0 RESIDENCE 0 � FINISH FLOOR �''- ELEVATION=13.16 0= 5.O' I 13.3" 5.0' / I COHCRETE�: O i ',:.DRIVEWAY Q ul N- ------------- N N 10' UTILITY 11 5 EASEMENT —WALK IS - d.! •. - - WALK IS 0, 3' ON ) 0.1' OFF 50.00' N54'23'11"W! 31 = I aio no I� PIA/� _, - -- — _ 535.00' _ — O1I 75.33' / S54'23'11"E CENTERLINE OF-) 610.33' RIGHT-OF-WAY NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 10-04-04 UNLESS OTHERWISE SHOWN. Y 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 PLAIN. THE SURVEYOR MAKES" NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHEASTERLY LINE OF LOT 16 BEING S35'36'49"W PER PLAT. (FIELD DATE:) 6-12-04 REVISED: SCALE: 1 = 30 FEET REV CERTS 10/22/04 GH APPROVED BY: SJ FINAL 10-04-04 VH ASM39630 FORMBOARD 6-28-04 CKB JOB NO. PLOT PLAN 4/6/04 SOO DRAWN BY: LOT FIT 12-17-02 CKB BRISTOL FOREST TRAIL 50' RIGHT-OF-WAY LEGEND — - — BUILDING SETBACK LINE — — CENTERLINE - — — RIGHT OF WAY LINE 24 EXISTING ELEVATION CONCRETE LB LICENSED BUSINESS LS LICENSED SURVEYOR PRIM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (IA) MEASURED FND FOUND C/VI C ONCRETE WALK ALKS/DEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LEIhIGTH PK PARKER KALON R RADIUS PO(' POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L8a6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 FND NAIL AND DISC ® LB #6393 (10/04/04) QFHD NAIL AND DISC LB #68 (10/04/04) FND -1 /2" IRON ROD AVID CAP 0 LB //6393 (I0/04 %04) CNA CORNER NOT ACCESSIDLE 8 DENOTES DELTA ANGLE DENOTES ARC LENGTH C.B.. DENOTES CHORD REAPING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTEPSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTE_ POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW- CONCRETE BLOCK WALL RP RADIUS POIN I' OHU OVERHEAD I,ITIUIY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND QlPVE I HEREBY CERTIF SUBJECT TO THE CONTAINED HE-PC, yTEC HNI BY THE FLORIDA; SURVE`IJRS',A-ND 61151T,,`6,. FLORIO' PURSiiANT' :f0 2 ) STA TJ TES. SURVEYOR'S NOTES )PJ( miz-T5 THE APPLICABLE ;AL STANDr1'�J)S" SET FORTH BOARD O ,PROF'FSSIONAL MAEPERS .IN ,LHN;?TER -ER 472.027,, FI_')RIDA ti. " FOR THE FIRM LEN K. BELL 1PSM #122DATE 1 W fk �h A J0 F1 ddr 3s: ae //n �+N'� �• S/T B-AL000 3 M]I l3ISAriCAJd31i Vexmi,�Typezilc?irg l✓leccal l�f+.etaa�iiiaaitt :�;teitltitrle3��lar„ip,: LItefrial: Nt vSe-ice— ofAPAPfS Chahge'oa po,a I�3e la +nj st i esidr;aitial � lyd�i- idsn a} s 9 lE3lI N-ew eats:; i yozn 0 N - e � Csel�eR e uxr t) VIUMbit V New Cott merewl; s t'of Fa totes k of Watut its Seaae_x L '#.? Va Ow, Lama l'ttttaibitiglNt ry esideaitinl: of%adclaseL. ViUralbing He -Pair— Residrai-rial dt' C -nmrkt,6al ` Otoxpenty Type: Residential Coriawmial biquZire �R�tn�,e: - _•--.. _.r_.._ Constriction Type: tr of 516t3es: t• of Dweilin Uaits: l"ioos 7.��e < ht.e t. ti,gip 8 (i�Jba.-A fmreir ee�ei'€ee:d f"Err b� t• Parcel N' (�St�et� Favor of t�3srae�sP+ip �e �P& Va@serba Rios) Owners Marne Address: Phont: Contractor Marne cis Address:nj/�) R--7t��}f1�-��- License. tirriberko • ,. �+UM Phone x Fax: 4 s 7 rst �rC Fes. �1'�'�'l`,� f �rt`1f,�' ' 1 � P ..:.._. �4�t`*c� k'��: F� �+.�' Bonding Company: Address' ;Mortgage Lender: -- Address: Archkect/Engineer:. Phone: Address; Fippltcation is hereby ,mad'€ to obtain a permit to da the work and installations as indicated. I certify that no work or insralla on has eornmcnced prior to tile.issuance of a. p ,nit and that all work will bs p.-rforT-red to rnw, standards of all lai is r9Platitig. eoais aisdon in this jurisdiction. 1 undentan l' ihat a sepanic permit must be secured for ELECTR iCAL IVORY PLUr 14BW.G, SIGNS, V1+ELL5, POOL5, FiJR'4ACF-£,1301LERS, HEATERS, T��7dC��, and AIR CONDITIONERS; etc. . OWNER'S AFFIDAVIT: I satiny that all of the foregoing info«rerion i5 ar-atil to and IMs all do stork s✓ili bs ne in corr,pltance with all applical-h t w; i et ,J .tu2g construction acid Zoning. WAI°,tNIUNG TO OV Nb—R: ?OUR FAILiT.E TO P F COtZ4` A 3lO J CE C1 F CCi1�do CE1if i�T h�1'r �ESUL f Tl i 'r t � I I I' TWICE FOR IMFROVE1�iEidTS TO YOUR -PROFE awe'. IF yOU r, i i✓i D TO OBTAItti EIVA iCIi G i 50 WTM YOUR LENDER OR /CJ� ATTORNEY BEFORE RECORDING YOUR NOTICE OF C01,A)HiE14CENIENT- j NOTICE: In addition to the requirements of this permit, there :-nay be additional restrictions] iicabi o 'sp'ro e ty That gray found in the }ivtifir, t--ors of this county, and there maybe additional permits required e`rom other govcmrrrental entities such as rnana meat disUr , s to agencies; (it fr.drt, J age icits. Acceptance of permit is verification that I will notify the owner of the property of the of quire is of ilonda ten w; FS) 3: Signature of Owner/Agent Dale Signal of Contactor/Agent Date QBBgT G. DELLO RUSSO Print Owner/Agent's Name Phn Contractor .Agent' Nam �Q Signature of Notary -State of Florida Date Signature of 1\o-ry-State of Flonda Date i Owner/Agent is _ Persotiall, ;Known to Me or Contractor/Ace-,::sy_ Personali_v Known to Me or Produced ID Produces a { APPLICA1ION APPROVED OY:l3ldg; Zoning: ' : Initial & Date) (Initial cC Date) (Initial K Date) iniflaD tiocei�t (und,tions _ ��iY'f MIRINDA C. TURNER a€ EXPIRES: June 14 2007 Solid Th. Notary Public Underwriters r---- ,-- CITY OF SANFORD PERMIT APPLICATION Permit # : ) —CMUW. Date: Qo 130 � C8 Job Address: 111 tQ �),nAA \ —Vbas—� Lot #:��Q Description of work: New Single Family Residence Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical X 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: # OfPixtures # 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 tf (Attach Proof of Ownership & Legal Description) Chvners Name & .address: CentexHomes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Phone: 407-661-2150 Contractor Name & Address: Approved Electric Co. of Florida 4874 S. Orange Avenue Orlando, Florida 32806 State License Number: EC0002494 Phone & Fax: Fax 407-851-1226 Contact Person: John Findlay Phone: 407-851-1220 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 commenced prior to the issuance ol'a permit and that all work will be performed to meet standards of all laws regulating construction in thisjurisdiction. I understand that a separate permit must be secured 101 FLECTRICAL 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 zontne. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICI' I'OR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT wrm YOUR LENDER OR AN A"I TORNFY HFFORE 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 ol'this cixnuy. and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies Acceptance of permit is verification that I will notify the owner of the property of the requi Sienatureof0\�ner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date 0\�net/Anent is Personally Known to Me or Produced ID FS 71 re of-CoDate Charles W. Cannon P int Contractor/Agent's Name gnature of Notary -State of I-lorida r PATRICIA A. I3AD11.1 Contractor/Agent is Personally K o f N)r'C0MM1sSI01Nl t DD013,105 Produced ID TT4 OFF0% EXPIRES: Maresft2S7t1fl �Not'cry Sorvlao a �ondirtp, IrW, APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: CITY OF SANFORD PERMIT APPLICATION /, ' / Permit # : 0 7 - 2c o (O Date: tl1 `I L `O y Job Address: WO O I,) 0 S�I Pc- +- DC - G K AAWoe Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service 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 2 Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: PIA State License Number: (it-f' L `'/ Z(o L `(,K- Phone & Fax: �� '8j ` 23sr -s z Contact Person: Phone: yy�"3��Q 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 commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the ;qu* me of Florida Lien Law, F 713. % [� Signature of Owner/Agent Date Si ature of Contractor Agent Date J(1�innt e 0 Print Owner/Agent's Name � AP'nt ntractor/Agent' P Signature of Notary -State of Florida Date * * 66�HR5'N f DD 164280 Date EXPIRES; November 12, 2006 ��9TFpF FI.OP\�e Bonded Thru Budget Notary Services Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Zoning: Contractor/Ag s Person 11 own t e or �QProduced .� ' 'Ci to.Me 0 ' (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) \ \�> COUNTY OF S[MINOL[ IMPACT FEE 8TATEill! ENT � � ISSUED BY CITY OF SANFORD ^ STATEMENT NUMBER 104-76103 DATE: L/ ��~L /�4 � - � �� - BUILDING PER - UNIT ADBRES - -��----------'- TRAFFIC 'NE ' SEC SUBDI PLAT BOOK; - '- p OWNER NAME:/ ` --~��/- --- --~--- -_--- - - __ ---_~~- - - � - -- -- �r_/- -^------^-- --- � ^ APPLICANT NAME:~ ---------------�------------------- ADDRESS: ----'�-��//�� ---�c��--- LAND'/USE CATEGORYn CATEGORY: 001 - Single Family Detached House TYPE US[: Residential WORK&ESCRIPTION: Single Family Hcusex Detached - Construction ___________________________________________________________________ FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS � __----ROADS ---------------------_--_-------__----------------_----_----------_--_--_- -ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 R8ADG -COLLECTORS 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 S 1,384.0O AMOUNT DUE $ 2,285.00 ^TATEMENT .R[CEIVED BY: ' ___ SIGNATURE _________ ! � (PLEASE PRINT NAME) ' ' ` DATE.,./ _7 \ ---_�-----.... ......... NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND [NSUR[ TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY / ' **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. o»ERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNE , 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 RECEI'ING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. 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 SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBEK AT THE TOP i.EFT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** *******************SINGLE FAMILY BUILDING PERMIT******************** 1 ,. . u CITY OF SANFORD PERMIT APPLICATION ' Permit # : / Date: `7 Job Address: BRISTOL FOREST TRAIL Description of Work: CONSTRUCT CONCRETE BLOCK SING FAMILY DWELLING Historic District: Zoning: Value of Work: $ Q 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 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— O/(Q 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:.'R1GK0,,. .KNIGH ICENTEX HOMES (SAME AS ABOVE) Phone & Fax: 4U/—bb1—Z1' Bonding Company: NA to License Number: KIE CAINES CG C049689 407-467-2643 Address: Mortgage Lender: NA 4 Address: Architect/Engineer: E ENGI-NEER�hN� Phone: 407-774-9003 Address: PAJIOX 16 1 fid, AL I 32116 Fax: 407-774-8477 Application is hereby made to obia ti 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 constructionin 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 Aone in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records, of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 1,1.0 k J MAR 0 8 2004 Signature of Owner/Agent Date Signature of Contractor/ ent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or _ Produced ID APPLICATION APPROVED BY: Bld / Zoning: (Initial & ate) Special Conditions: PAT KNIGHT ri �ntract r/Agent's ame ® 8 2004 t Signature of Notary -State of y'lon Date Contractor/Agent is XX Personally Known to Me or Produced ID Utilities: (Initial & Date) FD: (Initial & Date) (Initial & Date) as"•"•=`°BI�o KIMBERLY!a. BR W *; ,". Rry GpMM!SSIU^I # DO 098590 = Q` EXPIRES Marcy 29, 2004 � ^ /� � � •i � � o ;; °• Bondetl Thru Nota J t� ry Public Underwriters / ❑■ ❑■ X 0) 4 ❑ 6. City of Sanford Building Division " h' g Submittal Requirements for Residential Building Permit Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). 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. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails- h. Square footage table showing footages: I _ Garages/Carports sq. ft. 2. Porches/Entries sq_ ft- 3- Patio(s) — sq. ft. 4. Conditioned Structure sq. ft. i. Total Gross Area sq. ft. Three (3) sets of completed Florda Energy Code Forms. 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. 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. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plumbing permits have not been issued_ inspections will not be scheduled or made and subcontractors will be subject to penalty under city ordinances. Date APR 13 2004 Owner/Agent Si natur g Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL ] Back L ti e Seminole County A,pere-e IQI M. First St. Y Sanford Et. 32771 any< ao��a�-� st►� 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market S3-SANFORD Parcel Id: 0000-060 160 Tax District: WATERFRONT 000- Number of Buildings: 0 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX Exemptions: HOMES Depreciated EXFT Value: $0 Land Value (Market): $26,000 Address: 385 DOUGLAS AVE STE 2000 Land Value Ag: $0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $26,000 Property Address: 126 BRISTOL FOREST TRL SANFORD 32771 Assessed Value (SOH): $26,000 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $26,000 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: $285 Deed Date Book Page Amount Vac/Imp 2003 Taxable Value: $13,680 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 16 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 26,000.00 $26,000 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=2219305020000O l ... 4/7/2004 CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661 -4089 www.centexhomes.com SENUNOLE COUNTY BUILDING DEPARTMENT Effective immediately, and until further notice, this letter will stand as authorization for Nan Holmes, Jackie Caines or Mindy Holmes to sign permit applications and energy calculations for any lots owned by Centex Homes, obtain permits for sameand receive Certificates of Occupancy, in my name and license for the subdivision and lot specified below: Subdivision: PRESERVE AT LAKE MONROE Lot: & Patrick J. Knight CG C049689 STATE OF FLORIDA COUNTY OF SEMINOLE The following instrument was acknowledged before me this MAR 0 8 2004 by Patrick J. Knight, Division President of Centex Real Estate Corporation, a Nevada Corporation, managing general partner of Centex Homes, a Nevada general partnership for and on behalf of said corporation. Patrick J. Knight is personally known to me and did not take an oath. Notary Public -State of Florida at Large Commission No.: My Commission Expires: Name I KIMBERLY A. BRQtivN t�4y COAfItOISSIC. N # DD 098590 EXPIRES �o---�dep�hr,, N0«ry Pi!41ic Underwriters 09�F HoM� AG � a CENTEX HOMES Ifill 111111If111101111111oil ADID IfIII I1l111111111Al8#IlIB�f®Il 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 05263 FIG 1818 CLERK' S. # 2004055707 RECgRDED 04/14/2M 01:53:5O PM RECORDING FEES 6.0 RECORDED BY L McKinley SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE THE UNIDERSIGNED 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 /4 ,PRESERVE AT LAKE MONROE Recorded i n 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 CERTIFIED COPY 385 Douglas Avenue, Suite 2000 WIARYANN'E MORSL ALTAMONTE SPRINGS, FL 32714 a RK OF CIRCIJT COURT gEMg�Interest in Property: FEE SIMPLE INTEREST LE COO RIUA Name of Fee Simple Titleholder: N/A MPUTY 4. Contractor: CENTEX HOMES' '385 Douglas Avenue, Suite 2000 FAR 100� Altamonte Springs, Florida 32714 Phone: (407) 661-2150 Fax: (407) 661-4089 5. Surety: N/A Amount of Bond: N/A 6. Lender: N/A 7. Persons within the State of Florida designated 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) 661-2150 Fax: (407) 661-4089 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: 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 specified) Debra A. Riggs OFFICE MANAGER FOR CENTEX HOMES, 385 DOUGLAS AVENUE SUITE 2WO, ALTAMONTE SPRINGS, FLORIDA 32714. THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME. THIS APR 13 2008 BY DEBRA A RIGGS„ OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION Wit 2728 HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. Y � NOTARYPUBLIC .uns........nn.. JACKIE CAnv.oINESueu.nu..r....� Comm#DD0252902 Expires 1/21/2008 4a`? Ronded thru (800)432-42$4: Florid :a NotaryAssn„ Inc ............................................t PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 16, 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) - TRACT A - STORMWATER.MANAGEMENT AREA 50.00' ----------=--- S54'23'11 "E--------------- �oo o LOT 16 1" e 30' � DRAINAGE TYPE B I •D GRAPHIC SCALE � I II 0 15 30 i 5.0' 5.0 40.0' .. - a W a - .. w �-- 40.00' ornov O i O a . PROPOSED o o- a LOT 15 1928 O LOT 17 N 7n FINISHED FLOOR o w d O ELEVATION=12.60 0 0 < - _ n Lo o Da CDC -- rN r� Z A/ o f� © N � (M COVERED ENTRY 5.4' II ui 4 - `%�•------------ 1 10' UTILITY p 7 I EASEMENT - 50.00' 3 Ida . PI _ _ , _ 535.00' I 75.33' PT S54'23'11"E CENTERLINE _ _ _ OFJ 610.33' -� .. RIGHT-OF-WAY - V BUILDING SETBACKS FRONT: 25' BRISTOL FOREST TRAIL REAR' 20' - - 50' RIGHT-OF-WAY SIDE: 5' CORNER: 15' LEGEND - - — . — . — . BUILDING SETBACK LINE ` MLW MINIMUM LOT WIDTH - - - — CENTERLINE POB POINT ON BOUNDARY -. PREPARED FOR: - — — RIGHT OF WAY LINE PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE - - CENTEX HOMES _ X_ PROPOSED ELEVATION R , OFFICIAL RECORD PD PLANNED DEVELOPMENT - - PROPOSED DRAINAGE FLOW DENOTES DELTA ANGLE - 1, ELEVATIONS SHOWN ARE PER LOT GRADING O CONCRETE L DENOTES ARC LENGTH C.B. DENOTES PLANS PROVIDED BY THE CLIENT, LB LAND SURVEYING BUSINESS CHORD BEARING PC DENOTES POINT OF CURVATURE - LS LAND SURVEYOR PI DENOTES POINT OF INTERSECTION THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES - PRM PERMANENT REFERENCE MONUMENT PRC DENOTES POINT OF REVERSE CURVATURE S POINT OF TANGENCY ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PCP PERMANENT CONTROL POINT (P) PER PLAT TYP TTYPICALPT A/C AIR CONDITIONER THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION (M) MEASURED CBW CONCRETE BLOCK WALL LIST FOR CONSTRUCTION. - FND - FOUND - - -RP . RADIUS POINT - ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA C/W CONCRETE WALK S/W SIDEWALK CS CONCRETE SLAB FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES CP CONCRETE PAD C CHORD LENGTH ONLY. THIS IS NOT A SURVEY PB PLAT BOOK R RADIUS SO. FT. SQUARE FEET NG NATURAL GRADE THIS IS A PLOT PLAN ONLY Pcs PAGES . R/W RIGHT-OF-WAY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 12029M1 0035 E DATED 5 AND FOUND _ 1, THE SURVEYOR HAS NOT ABSTRACTED THE THE SUBJECT PROPERTY APPEARS PEARS LIE IN ZONE X, LAND SHOWN HEREON FOR EASEMENTS, RIGHT AREA OUTSIDE 900 YEAR FLOOD PLAIN. AI - OF WAY, RESTRICTIONS OF RECORD WHICH THE SURVEYOR MAKES NO GUARANTEES AS TO THE MAY AFFECT THE TITLE OR USE OF THE LAND ABOVE INFORMATION. PLEASE CONTACT THE LOCAL - - 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN F.E.M.A. AGENT FOR VERIFICATION. _ - LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHEASTERLY LINE OF LOT 16 RAISED SEAL OF A FLORIDA LICENSED SURVEYOR BEING S35'36'49"W PER PLAT, AND MAPPER. (FIELD DATE:) REVISED: � SCALE: I" = 30 FEET 4 14-o APPROVED BY: SJ AMERICAN SURVEYING & MAPPING JOB NO. ASM39630 CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 Foci THE PLOT PLAN 4/6/04 SOO 1030 N. ORLANDO AVENUE, SUITE B FIRM DRAWN BY: WINTER PARK, FLORIDA 32789 (407) 426-7979 LOT FIT 12-17-02 CKB WILIIAM R. SCATELLO JR. /�4 28 DATE LOT 16 CONTAINS 6000 SQUARE FEET t (LOT ONLY) THIS STRUCTURE CONTAINS 2381 SQUARE FEET t TOTAL CONCRETE 492 (WITHIN LOT ONLY) SQ. FT. t TOTAL SOD 3127 SQ. FT. t PERCENT OF CONCRETE &STRUCTURE TO LOT 48% t LOT 16 UP TO CURB CONTAINS 6550 SQUARE FEET t THIS STRUCTURE CONTAINS 2381 SQUARE FEET t . CONCRETE 825 SQ: FT, t INCLUDING (SIDEWALK/APRON) TOTAL SOD 3344 S0. FT. t R FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1928 LMRG) Q Builder: CENTEX HOMES Address: I?di BRISTOL FOREST TRAIL Permitting Office: CITY OF SANFORD City, State: LAKE MONROE , FL Permit Number 0-/-,Q(a 0(p Owner: CENTEX HOMES Jurisdiction Number: 691500 Climate Zone: Central 1. New construction or existing New _ 12_ Cooling systems 2. Single family or multi -family Single family _ a. Central Unit 3. Number of units, if multi -family I _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (W) 1928 ft' c. N/A 7. Glass area & type _ a. Clear - single pane 210.0 ft' _ 13. Heating systems b_ Clear - double pane 0.0 ft' _ a. Electric Heat Pump c. Tint/other SHGC - single pane 0.0 ft' _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types _ a. Slab -On -Grade Edge Insulation R=0.0, 198.0(p) ft _ c_ N/A b. N/A _ c. N/A 14. Hot water systems 9. Wall types _ a_ Electric Resistance a. Concrete, Int Insul, Exterior R=4.1, 1058.0 fe b. Frame, Wood, Adjacent R=11.0, 278.0 ft' _ b. N/A c. N/A _ d. N/A _ c. Conservation credits e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a_ Under Attic R=19.0, 1964.0 f►' _ 15. HVAC credits b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 27478. PASS Total base points: 29112 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: try J. DATE: I hereby certify that this building, as desi ed, is in compliance with the Florida Energ e. OWNER/AGENT: - DATE: Cap: 37.0 kBtu/hr _ SEER: 12.00 Cap: 37.0 kBtu/hr _ HSPF: 8.35 Cap: 50.0 gallons EF: 0.86 PT; Review of the plans and THE sT specifications covered by this 1,06 = 9TFo calculation indicates compliance �',,, _ ,,. 4 with the Florida Energy Code. Before construction is completed d this building will be inspected for 4 compliance with Section 553.908 moon Florida Statutes. WE BUILDING OFFICIAL:_ DATE: EnergyGauge® (Version_ FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: ... PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1928.0 25.78 8946.7 Single, Clear S 1.0 6.0 32.0 44.66 0.94 1349.1 Single, Clear W 1.0 9.5 32.0 53.47 0.99 1701.0 Single, Clear S 1.0 4.0 10.0 44.66 0.87 387.8 Single, Clear E 1.0 6.0 32.0 59.31 0.97 1838.6 Single, Clear E 1.0 8.0 40.0 59.31 0.99 2344.3 Single, Clear E 1.0 6.0 32.0 59.31 0.97 1838.6 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 As -Built Total: 210.0 10331.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 278.0 0.70 194.6 Concrete, Int Insul, Exterior 4.1 1058.0 1.18 1248.4 Exterior 1058.0 1.90 2010.2 Frame, Wood, Adjacent 11.0 278.0 0.70 194.6 Base Total: 1336.0 2204.8 As -Built Total: 1336.0 1443.0 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 2A0 43.2 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1916.0 2.13 4081.1 Under Attic 19.0 1964.0 2.82 X 1.00 5538.5 Base Total: 1916.0 4081.1 As -Built Total: 1964.0 5538.5 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 198.0(p) -31.8 -6296.4 Slab -On -Grade Edge Insulation 0.0 198.0(p -31.90 -6316.2 Raised 0.0 0.00 0.0 Base Total: -6296.4 As -Built Total: 198.0 -6316.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1928.0 14.31 27589.7 1928.0 14.31 27589.7 EnergyGauge® DCA Form 600A-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 FORM 600A-2001 Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 36650.7 Summer As -Built Points: 38773.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 38773.3 1.000 (1.087 x 1.150 x 1.00) 0.284 0.950 13084.5 36650.7 0.4266 15635.2 38773.3 1.00 1.250 0.284 0.950 13084.5 EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 1928.0 5.86 2033.7 Single, Clear S 1.0 6.0 32.0 7.73 1.01 249.4 Single, Clear W 1.0 9.5 32.0 10.74 1.00 343.5 Single, Clear S 1.0 4.0 10.0 7.73 1.05 81.2 Single, Clear E 1.0 6.0 32.0 9.96 1.01 321.6 Single, Clear E 1.0 8.0 40.0 9.96 1.01 400.7 Single, Clear E 1.0 6.0 32.0 9.96 1.01 321.6 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 As -Built Total: 210.0 2111.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 278.0 1.80 500.4 Concrete, Int Insul, Exterior 4.1 1058.0 3.31 3496.7 Exterior 1058.0 2.00 2116.0 Frame, Wood, Adjacent 11.0 278.0 1.80 500.4 Base Total: 1336.0 2616.4 As -Built Total: 1336.0 3997.1 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 1916.0 0.64 1226.2 Under Attic 19.0 1964.0 0.87 X 1.00 1708.7 Base Total: 1916.0 1226.2 As -Built Total: 1964.0 1708.7 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 198.0(p) -1.9 -376.2 Slab -On -Grade Edge Insulation 0.0 198.0(p 2.50 495.0 Raised 0.0 0.00 0.0 Base Total: -376.2 As -Built Total: 198.0 495.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1928.0 -0.28 -539.8 1928.0 -0.28 -539.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB 0.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5134.3 Winter As -Built Points: 8030.6 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) 8030.6 1.000 (1.078 x 1.160 x 1.00) 0.409 0.950 3899.4 5134.3 0.6274 3221.2 8030.6 1.00 1.250 0.409 0.950 3899.4 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 15635 3221 10256 29112 13085 3899 10495 27478 THE STq p�o� a4 ci c� a W-V EnergyGaugeTM' DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB Q.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRFSCRIPTIVF MFASIIRFS tmimf ho mat nr ayraarlarl by all racirianr•ac 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided, External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 DISPLAYENERGY PERFORMANCE LEVEL (EPL) ♦ R„' ESTIMATED ENERGY PERFORMANCE SCORE* = 84.4 The higher the score, the more efficient the home. 1. New construction or existing New _ 12_ Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 37.0 kBtu/hr _ 3. Number of units, if multi -family I — SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A _ 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1928 ft' c. N/A — 7. Glass area & type — _ a. Clear *single pane 210.0 ft2 _ 13_ Heating systems b. Clear -double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 37.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 — HSPF: 8.35 _ d_ Tint/other SHGC - double pane 0.0 ft2 b_ N/A _ 8. Floor types _ — a. Slab -On -Grade Edge Insulation R=0.0, 198.0(p) ft _ c. N/A _ b. N/A c.. N/A 14_ Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons — a. Concrete, Int Insul, Exterior R=4.1, 1058.0 ft' _ EF: 0.86 _ b. Frame, Wood, Adjacent R=11.0, 278.0 W _ b. N/A c. N/A d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a_ Under Attic R=19.0, 1964.0 ft' — 15. HVAC credits PT, _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts — PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc_ AB: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building _ Construction through the above energy saving features which will be installed (or exceeded) S7r4 in this home before final inspection. Otherwise, a new EPL Display Card will be completed yO"ZNE � based on installed Code compliant features. o <� _ Builder Signature: Date: v o Address of New Home: Y BRISTOL FOREST TR. City/FLZip: LAKE MONROE/32747 coDWE *NOTE_ The home's estimated energy performance score is only available through the FLARES computer program_ This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPADOE EnergyStarr"'designation), your home may qualms for energy efficiency mortgage (EEM) incentives f you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) 05i26/2003 10:21 DEL AIR 4 4076614089 N0.347 P014 RIGHT-i LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1928 09-0"2 e� Proi ect'information � For CENTEX HOMES Notes_ ".-"r, WAkin- n.7Infh"rmat 1 a Weather_ Orlando AR FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 32761 Btuh Structure 24036 Btuh Ventilation air 0 cfm Ventilation 990 Btuh OF Ventilation air loss 0 Btuh Design temperature swing 3.0 Design heat load 32751 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip- load 24525 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1380 Btuh Ventilation 1474 Btuh Heating Cooling Infiltration 3032 Btuh Area (W) 1928 1928 Total latent equip. load 5887 Btuh Volume 15424 15424 Air changes/hour 0.80 0A0 Total equipment toad 30412 Btuh Equiv. AVF (cfm) 206 103 Req. total capaoty at 0.70% SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make TRANE Make TRANE Trade Trade Efficiency 7.7 HSPF Efficiency 12.1 EER Heatinginput Sensible cooling 24780 Btuh Heatinoutput 0 Btuh @ 47°F Latent cooling 10620 Btuh Heating temp rise 0 9F Total cooling 36400 Btuh Actual heating fan 1200 cfm Actual cooling fan 1200 cfm Heating air flow factor 0.037 cfnl/Btuh Cooling air flow factor 0.050 do Btuh Space thermostat Load sensible heat ratio 81 % fWdrrafic values have been marwanr a~ dden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. •� VVrj0htSC>ft Right-Su&Re—S-&06RSR=1S 2009-Mar-2GW.11:06 EiF11esT t.200211921bt928— Pape 1 03/26/2003 10:21 DEL AIR 4 4076614089 N0.347 D015 RIGHT-J CALCULATION PROCEDURES A, B, C, D 10 Entire House DEL AIR HEATING,AIR CONDITIONING,R Job:1928 09-0s-o2 109 COMMERCE STREET. LAKE MARY, FL 3274"206 Phone_ (407) 831-2%5 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15424 W x 0.0167 = 206 cfm 2. Winter infiltration load 1.1 x206 cfm x 32 "F Winter TD = 7239 Btuh 3. Winter infiltration HTM 7239 Btuh / 248 W Total window = 29.2 Btuh/W and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15424 118 0.0167 = 103 cfm 2.. Summer infiltration load 1:1 x 103 . cfm x 18 OF Summer TD = 2036 Btuh 3_ Summer infiltration HTM 2036 Btuh / 248 fF Total window = 8.2 Btuh/fV and door area Procedure C - Latent Infiltration Gain 0-68 x43 grAb moistdiff_ x 103 rfrn = 3032 Btuh I-roceaure u - tquipment Sizing LOWS 1. Sensible sizing load Sensible ventilation load 1.1 x W cfm vent x 18 OF Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24036 Btuh Sum of ventilation and structure loads - 25026 Btuh Rating and temperature swing multiplier x Equipment load = 0.98 24525 Btuh sizing - sensible 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent x 43 grAb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 6 people + 1380 Stuh Infiltration load from Procedure C + 3032 Btuh Equipment sizing load - latent = 5887 Btuh `Construction Quality is: a No. of Fireplaces is: 0 Bo/dUatk varuer hart been manually ev+er►iddm Printout certified by ACCA to meet all requirements of Manual J 7th Ed_ . %"ng htspfit . Rigit-Suite Redder Ulm SS.06 RSR26013 2003Mer-M 09:11 :08 E1F11.Went.2002119281192a,. Page 1 037/26/2003 10:21 DEL AIR 4 4076614089 RIGHT -I WORKSHEET 0 Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY. FL 32741545206 Phone: OM 831-2685 Job:1923 09-06-02 MANUAL J: 7th Ed. 1 Name of room Entire House FOYIWIDIN BR4 KIT 2 Length of exposed wall 198.0 ft 42.0 0 30.0 It 11.0 ft 3 Room dimensions 19.0 x 20.0 ft 13.0 x 14.0 ft 19.0 x 11.0 ft 4 Ceiings Condlt Option 8.0 ft heatfcool d 8.0 ftl heaUC001 &0 ftj heaVC001 8.0 ftl heat/cool TYPE OF CST HTM Area Load (Stuh) Area Load (DWh) Area toad (BIuh) Area Load (Stub) EXPOSURE NO. Htg I Clg (ft5 H19 I CIg (fib Htg I CIg (ftq Htg CIg (n Hv I C)g $ Gros a 148 4,6 2.1 1288 - "" 208 """ "" 240 "'* "" Be Exposed b 12C 2.2 1.9 0 "-"" "" 0 "" "" 0 '* "" 0 walls and c 13C 32 12 290 •-" "" 128 ""' "" 0 '^' "" 0 partitions d 0.0 0.0 0 " ' "" 0 "" 0 "" "" 0 e 0.0 0.0 0 "" "" 0 .'.' "" 0 ""' "" 0 6 Windows and a 1C 37.0 ^ 170 6283 - 32 1183 "'"" 32 1183 "" 10 370 glass doors b 80 37.0 " 40 1478 -"' 0 0 "*"" 0 0 •^" 0 0 Heating C 9C 38.7 0 0 - 0 0 """ 0 0 0 0 d 1 C 37.0 0 0 "" 0 0 0 0 0 0 '•" e 7L 20.8 - 0 0 "-- 0 0 --" 0 0 '-~ 0 0 7 Windows and North 20.4 18 ••"- 363 4 82 0 "" 0 2 ^"' 43 glassdoors NEINW 39A 54 '-'- 2522 0 ^'" 0 32 1251 0 "" 0 Cooling E/W 0.0 0- 0 0 0 0 0 0 0 SE/SW 47.4 128 '-'• 6077 28 "" 1326 0 """' 0 8 "'" 374 Hoe 0.0 0 "" 0 0 '-" 0 0 """' 0 0 "" 0 8 Other doors a 10D 14.7 9.9 20 294 190 20 294 199 0 0 0 0 0 0 b 10D 14.7 9.9 18 205 179 0 0 0 0 0 0 0 0 0 p 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.5 2.1 1058 4875 2179 1% 719 321 203 958 428 78 359 161 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 wags and c 13C 3.2 1.2 278 876 325 128 403 150 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 1613 1.7 2.2 1964 =1 4372 428 725 953 182 309 405 209 354 465 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 ( 0,0 0A 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 198 5132 0 42 1089 0 30 T78 0 11 285 0 (Note; room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimew c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Is displ, d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Room) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 InfUtatiorl a 29.2 .8.2 248 7239 20301 52 1518 427 32 9341 293 10 292 B2 13 Subtotal loss=6+8,!11•12 - 29774 "" "" 5932 '-•- """ 4162 '-•' "" 1661 Less extemal gating - 0 "" "" 0 "" "" 0 0 Less transfer .-.. 0 . ** .«. 0 .... - 0 .... .... a ..-. Heating redistribution - 0 "" '"' 0 '° ^� "" 0 ~~ •-•• 0 14 Duct loss 10 6A 2977 -'-• 10 oy, 593 . -"-- 10 416 "" 1 01A 166 1$ Total Ions=13+14 - $2751 - •-'• 6525 ' "" 4578 ""' --•- 1827 "" 16 1nL gains: People Q 300 6 - 1800 1 ' "' 300 0 •^• 0 0 "" 0 Ap1200 2- 18M 0 0 0 0 1 1200 17 Subtot RSH gain-7 B. 12.16 - - 218$1 - "" 3757 " " "'"' 2357 - 2325 Less e)demai pooling - '-'• 0 - "" 0 "" "" 0 ""' *" 0 Less transfer - - 0 - "" 0 "" ""' 0 ""' 0 Coding redistribution '•'- -"-• 0 - " " 0 "" "" 0 '"'" "" 0 18 Duct gain 100 - 2195 10 ""' 376 10° - 236 10 233 19 Total RSH gain=(17+18)'PtF 1.00 "'"" 24036 1.00 •"• 41s9 1.00 "" 2593 1.00 - 2558 20 Air required (dm) "'- 1200 1200 "' 239 206 •••- 168 129 "" 67 •120 Printout certified by ACCA to meet all requirements of Manual J 7th Ed_ t W! 1� 9-1>GSO1rC Rigtd-60ft Raider"- 5.5.06 RS1726013 2003~28 01K11:00 CAEUK F-Wlle81CerM20021192R1928Av Pagel 03i26/2003 10:21 DEL AIR 4 4076614089 NO.347 D017 RIGHT-J WORKSHEET _ Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1928 09 os-02 109 COMMERCE STREET. LAKE MARY, FL 32746 32W Phone: (407) 831-2665 J: 7th Ed. Name of room GREAT RM WIC MBR BTHtLength jMANUAL of exposed wall 34.0 ft0.0 19.0 X 16.0 ft ft 8.0 X 9.0 ft 35.0 ft 15.0 X 14.0 ft 0.0 ft 6.0 X 11.0 ft Room dimensions Ceiings CondiL Option 8.0 ft haaUtool 8 0 ft fiaatfccd 8.0 ft heat/cod 8.0 ft head000l TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load'(Btuh) Area Load (Btuh) EXPOSURE NO_ Htg I C19 00 Htq I Gig . (10 Htg I C19 ft C19 (1* Cl9 5 Gross a 14B 4.6 2.1 272 "" 0 "'"" 280 �"' .... "" """" 0� D .... �" ed b 12C 2.9 1.9 0 "'" """" 0 "" "'" 0 0 walls c 13C 3.2 1.2 0 0 ,-•- partitions d 0.0 0.0 0 "'"" •••• 0 ••"• 0 f 0.0 0.0 0 """" ".' 0 " " "'. 0 .. " "" 0 6 Windows and a 1C 37.0 32 1183 "" 0 0 "" 32 1183 ""' 0 0 gins doors b 8C 37.0 "" 40 1478 '" " 0 0 0 0 0 0 Heetirr9 c 9C 38.7 '" 0 0 0 0 "" 0 0 0 0 d 1C 37.0 0 0 ""^' 0 0 0 0 "" 0 0 e 7L 20.8 0 0"^ 0 0 """" 0 0 0 0 f 0.0 0 0 "'" D 0 '"" 0 0 "" 0 0 7 Windows and North 20.4 8 """" 1S6 0 """" ' O 4 "" "" 82 0 0 ' ' "" 0 0 glass doors NEJNW 39.4 0 ""' 0 0 "" 0 0 0 Coaling ENV 0.0 0 "" '0 0 "" 0 0 """' 0 '1326 0 "" """ 0 0 Seem 47,4 64 "" 3051 0 "" 0 28 0 South 0.0 0 """ 0 0 "" 0 0 "" 0 0 0 Horz 0.0 0 ""`" 0 0 `""" 0 0 . 0 0 0 8 Other doors a 10D 14.7 9.0 0 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9_9 1 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 D 0 0 0 0 0 9 Net a 14B a,6 21 200 922 412 0 0 0 244 7t43 511 0 0 0 exposed b 12C -9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 01 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 161) 1.7 2.2 304 516 677 72 122 160 210 356 467 66 112 147 b 0.0 . 0.0 0 0 0 0 0 0 0 0 0 0 0 0 t 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 34 881 0 0 0 0 $5 907 0 0 0 0 (Note' room b 19G 1.1 0-0 0 0 0 0 0 0 0 D 0 0 0 0 perimeter c 0,0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 trdi7}ration a 1 29.2 8,21 72 2102 $91 0 0 01 234 263 01 0 0 13 Subtotal lose=6+8.+11+12 "*' 7081 - ""'" 122 "" 4523 - "" 112 Less edamal heating _... 0 ".." ,...- 0 ..» «« """" .... 0 . » '�« 0 0 LessVansfar 0 -""* ""-- 0 p Heating redistribution "" 0 " " 0 '"'" "" "` 0 "" ^" 0 14 Duct loss 10 708 - 101N 12 """" 10 y 452 - 1 OOA 11 15 Total loss =13�14 - A 7789 134 """" ""' 4975 - """" 123 16 Int gains: People Q Soo 4 ^"" 1200 0 - 0 1 - 300 0 "" ' 0 1200 0 """" 0 0 0 0 0 0 "" 0 17 Subtot RSH gain�8_++12+16 """ """ 60M "" """" 160 "" "" 2949 " 147 Less external coding '""` "' 0 """" 0 "" 0 0 Less transfer 0 "" """ 0 „«, 0 ,.." 0 Cooling redigtnbrrtion -""" ^« 0 "••• ..-- 0 ••» •", • 0 .... ""' 0 15 18 19 Dud gain Total KSH galrr-(17•18)-PLF 10 1.00 - """" 609 e695 10 1.00 .... 16 176 toy- 1.00 "'" 295' 324a 10 1.00 "" 162 20 Air required (CRn) "" m 934 -L 5 9 "" 182 162 '"`" 5 a Printout certified by ACCA to meet all fegturements of Manual J 7th Ed. wraoo"it oft Rig*SurLe Raeben W'm SS_06 RSR28013 2103-Mar--260311:08 '05, F--%FA.lC.A=2002t19M1Ma11r Paget 0-326/2003 10:21 DEL AIR 4 4076614089 NO.347 D019 i RIGHT-J WINDOW DATA } DEL AIR HEATINGAIR CONDITIONING,R Job:1928 09-06-02 109 COMMERCE STREET, LAKE MARY. FL 3274"206 Phone (407) a3t-250 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R FOY/LIV/DIN a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 47.4 32.0 4.0 BR4 a n nw a c n 0 d 1 1 90 1A 1.0 4.5 5.0 39.4 32.0 0.0 K1T a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 3.0 47A 10.0 2.1 GREAT RM a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47A 32.0 4.0 b n se a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 40.0 3.6 WIC MBR a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 32.0 4.0 BTH7 BR2 a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 BTH2 BR3 a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 LNDRY W ng htgo ft fttd-3tft ResldwfflWl' 5.5.06RSP-1W3 20a3.7�1aF26 09:'11;00 03/26/2003 10:21 DEL AIR -> 4076614009 NO.347 9018 RIGHT-J WORKSHEET Enfire House DEL AIR HEATING,AIR CONDITIONING,R Job;1929 09-06-02 109 COMMERCE STREET. LAKE MAw. FL 327464208 Phone: (407) 831-2685 J: 71h Ed - Name Name of room BR2 BTH2 BR3 LNDRY 2 Length of exposed wall 13.0 ft 0.0 ft 26.0 R 7.0 R 14MANUAL 3 Room dimensions 15.0 x 13.0 ft B_0 x 8.0 ft 15.0 x 12.0 ft 7.0 x 10.0 ft Ceiings Condit Option 8.0 ft heaUcool 8.0 R heat/cool 8.0 ft rmvcod 8.0 ftl heWcod TYPE OF HTM Area Load (Bwh) Area Load (Swh) Area Load (Btuh) Area toad (Btah) EXPOSURE NO. Ht9 I C19 (ft.) Htg Clg (M Kv I Gg On M9 I G9 OF) 9 C19 5 Gross a 14B 4.0 2.1 104 """ "" 0 "" �' 96Exposed "'" .... 0 .... .... b 12C 2.9 1.9 0 0 '""" "" 0 wails w1d c 13C 3.2 1.2 0 '"'* ""' 0 "" "" 112 '""' "" 56 partitions d 0.0 0.0 0 "'^ 0 0 0 e 0.0 0.0 0 "' 0 "' 0 0 f 0.0 0.0 0 "" '... 0 "" .." 0 "' "" 0 6 Windows and a 1C 37.0 " 16 591 "" 0 0 "" 16 591 *"*" 0 0 glass doors b 6C 37.0 " 0 0 "" 0 0 ""' 0 0 ""' 0 0 Heating c 9C 38.7 " 0 0 "" 0 0 "" 0 0 0 0 d 1 C 37.0 "" 0 0 "" 0 0 "'" 0 0 ""' 0 0 e 7t 20.8 o o ^^ 0 0 ^^' 0 0 "" 0 0 t 0.0 0 0 "" 0 0 "' 0 0 "" 0 0 Windows and North 20.4 0 "" 0 0 "" 0 0 "" 0 0 "" 0 glass doors NE/NW 39A 16 "" 630 0 0 16 "" 6$0 0 0 cooling E/w 0.0 0' ^- 0 0 "-'- 0 0 "'" 0 0 0 SEISW 47.4 0 0 0 '"" 0 0 "" 0 0 "" 0 South 0.0 0 "' 0 0 "" 0 0 "" 0 0 ""' 0 Horz 0.0 0 "' 0 a "" 0 0 "" 0 0 "" 0 8 Other doors a 10D 14.1 8.9 0 0 0 D 0 0 D 0 0 0 0 0 D tOD 14.7 9.9 0 0 0 0 0 0 0 0 0 18 285 179 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 05 406 181 0 0 0 80 369 165 0 0 0 exposed b 12C 29 1.9 0 0 0 0 0 D 0 0 0 0 0 0 walls and C 13C 32 12 0 0 0 0 0 0 112 353 131 38 120 44 panitiotrs d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 D 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 195 331 434 48 81 107 180 30$ 401 70 119 156 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e o.o o.0 0 0 0 D 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 D 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 13 337 0 0 0 D 26 674 0 7 181 0 (Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 D 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 D 0 for slab a 0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 Roos} f 0.0 0.0 0 0 0 0 0 0 0 o a 0 0 a 12 Infiltration a 1 292 82 16 467 131 0 0 0 15 467 131 18 525 148 13 Subtotal loss=6+8. +11+12 ""` 2132 - "" 81 '"'* "" 2759 ""' """" 1210 - Leas external healing "" 0 ""' "" 0 '"' "" 0 """ _.•• 0 Less transfer "" 0 "" " "" 0 ""' ' " 0 "" """ 0 Heating redistrbAlon "" 0 "" "" 0 ""' "' 0 """ "" 0 14 DUG loss 106A 213 - 101Y. 8 "" 10 Y 276 ""' 101A 121 " 15 Total loss =13+14 *"' 2345 - ""' 90 "" - 3035 "'• """" 1331 16 tnt. gains: People Q 300 0- 0 0 """ 0 0 "" 0 0 "" 0 Appl. 12DO 0 "^' 0 0 0 0 0 1 600 17 Subtot RSH gain=7+8_+12+16 '"" ""' 13T7 " * "" 107 " " "" 1458 """ "" 1127 Less external cooling •»• •••• () •»• •••• 0 .•.• •»• 0 °»• .... 0 Less transfer .»• ••« 0 •••• a •«• •••• () •.» •••• 0 Coding redistAbution "" ""` 0 ••» ,•,• 0 •••• ••"" 0 «•• "'*• 0 18 Dud ggaam 10. " 138 10 11 10 - 140 10 "" 113 19 TotalMgain=(17+18)'PLF 1.00 - 1516 1.00 - lie 1.00 - 1604 1.00 1240 20 Air required (dm) '""" 86 76 - 3 6 ""' 111 80 """ 49 82 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wlr-eyh�so RiyhtSwMRes al"'5.506RSii2s013 20084%r-2009:11:08 E'%FllaslCen1eX 2002N92811928.rsr Page 3 J 1 I` I I 4 3 41 2 1 3. o (s INrcnuco rz aruts Ton a woE Doan REVISIONS "L' I -,KIN.r�Auo w/ roc-L-Roe TroP W no REV. N0. ZONE: DATE: ECN NO. APPvO: DESCRIPTION ANG unnTv+E.AorWsr2 ALora wrt�A) ornoNAa $30 curs OR iw.- A 1 82 11/00 - MWW I OTY (1) WAS (2) FOR TRACK SOLT 14ii 3ACRIIUC U�[7 AWVLASLE T . 1 30 G WN, CND STILTS ATTACKIDO TO DOOR NOWTCoca STAY SVPTORT P' OOOII INSTAN S (TO SLft) D SKIN WIM PATV= f00-L4DC SY7'T(W \ crop, 901TOW k CGYM4 p ' 1• IJ u pALV. STM RAC &RAcCKCr r SM 0 T9 W000 I " WM LISTE.• r+-•••••�•.rou D _ wN(Ap1100W I{�K A D AVALNU AS AN OPTION r•-1 Y AEA' -D• 0 T C 7' GALV. STCCL TAKK, TM49 11YC KWI ,ON' ® s6 �iBOTHPw U)"m (i,).1MCX •YeMCXC�/ �i+IV SIX TMCN anKNLf. REPORT#9606C C J' Y TO eA U-SAIT3. ODURIr n._nN U-SAWS W A 3-I-3•-1 LqW Nr.evmu avnrw '' i PATifAN ((IIG TWO 1' ON 60TTOL SECTION. SE nom. (ETC.) NTSY /IM./{' SNQT 4TAL fORp{ .. ~ `LppGGTTpp� OPT101NL MS WIDTH!, A OPTIONAL CUTS" "m LOON POSITION waN nN.rou. i 1•i7 ♦bCSRMw6. LuNnN`�� IN tlY�Nw `Lf KnI l MONT FRAWC WIM U.V, I ON If 1 0.. WIN, OOOR7 VP TO 7'-9' NION CON 'IT (1) ;(OiWN{ (SNOWNI. WWIOt RCA11nW. W SORCW4 YMY K CIXAAOt%WN DOORS OVER 1'-0 NxpT COMMSI i or (a sc ONs (Nor N). COATING ON WISIDC {uAnct four Nm AEowm) f0 vRryAO1 A ru:sN IIOUNnN6 STOP WOUtDINO aY DOOR NSGLLGI (TO SUIT) SIINAC(. NOPoSONTIL YWK 00 NOT iRANtrTA LOAD. 2.4 YELLOW PS/e "ll 30 U WN. GAM STCLL 00 STILL B - 3' THICK }S{ aAn ORT—E D.uarl 30 oA OILY. rm .TATR. ru B .",' I WOlDCO INSIOC I/O '�� tJfL+nuu+a SKNI CGTE2 v M OY.O ww /W/1ELAN NE D ScrWTM ONE S/IrpQ6�: LM�SCKR� n 10 SCAM ►OI Um aaY TI (C••w t*,I(J( GILVAIN OC , ONRD-ON .4 k'4. ) dl 14 CENTERS (2.000 PW WK CONCRETE) CA 7/l0' I.O. ROUND PUy1N ANO A flANtO-ON ►OLYESTLR SHOP UTON 1NaC15 PSI )AN. T�pNCCOgNETSCC)M6Sv�ON 9 UCWOCd Wr�US (1,000 rASRNTR (ONE PVI ROL11A) 16 �.L OALV. 7 WNt,E TOP Or APPy(O TO 60M 13 G. OALV. STEEL TOP ONTO V/JRICAL 1MUL. S1T114 /1K'JlOnf, I' O.A wn. w3NCR ACOUMID rAlt{NTQ TO INw ♦i SIDES 0/ STE0. SKIN. f' CKv. SR(L T14CN rAfrDlfD t0 I ♦ .0ULJI oAACR[T. pL'N EACH SNAP 0' ON (OUT TAPUYIf. N0) TO 4AY K COUN1UrSUNN 13 G. OALV. 316E IiWOf iRICNL'14. /AS TO M W Y) IRE SHIfiT K LSAAG(tT ARAGY(D W/ q INTEA. STU U61 SIG[ 0/ DOOA. (SUE NOT PL9uu(D) To ►0,MDE A /LU7N ' SNSCT WR WOUNANO IW/ACL. NOMiOYVA 1AI16{ 00 NOT T AITACNfD to S/CN SPACNET I1♦ 4 Y AL SNw W JOINfs, SCRM. TAWS/No LDAD. WITH dll/TwOV/� OLAT avRS. (♦) I ..J ♦ i SCREWS ►(A1 (/10 WNOG Ovnm Kato WVIOLL / (NO 3. OW SNORT•STEW, 10 644 SrzLL A&AJX tNO wNOGVEACN 1/ Cry S �, note. �t�.710N YMN WESTOVKID. ►.[. RAST[W TO 4 SS iaM[T. p rPn��.nnN�__n. Ws OrNrrn •,fremrw c.e N A MP.0 (306.73 W hie• INSHORE IWMal )' TALL U-SIAR (•) 1 1tK I) ♦' fEVLCcX VAR }� 30 G "v. 3114 lk TAPPING SCALE'S. � IN TNC D[SN;N D/ TH( SUPPORT7q 7rnVCNRAI (LpILM6 DESIGN LOADS: +24,0 PSF 8 -21.5 PSF AYN. TGSD,STROIOM: SO NSI Ovvoc fAGI SHoc T%IE PlSI0N716WTY or T1K PYIpLaalO.VL or TEST LOADS: +J8,0 PSF k -J7.0 PSF Kwou OF DOM ACCORD FOR THE PAINNO OR-STPI`XrJAe AND IN ACCORONICE •� L I J' I-- J' TALL . 30 rA OALV. SMID. U-PAS MO SLAOE BOLT MM CVMCNT "LOWa 000u FOR Twc LOADS U = ON o.°•.I. eAlw,m A+I � .wt PART NO., - IN A 3-I-1-1 pATTLRM (I.E. TWO U-YM7 Snit LOCK DICAGE] MS DAAw1NG T.t WTI A RWIm IfdL A 1-T/S' ON nonOY SfLnON, oN[ U-6M oN MGT INTO vcRT1rL Al S'lSECT70N fTC.)• fACN V-REM ATTACHED TPAOK ON( KT= Unw. st.W Ow.nl.. 312 *w SL bill IWO I/i .3/1• XV TAP SCAM LOCx oN y �.'�"/^ "' W;� TOLERANCES a. T PVI c LDGTIOM. EACH me �� 1 D A T�no nettllO 154260�2 �.� or DOOR. WW. Wri..NL-N.w...w�+lr .0 - t,03 YEaammoum Fu No. I-31} f2--351f � � 10C5.�r]7GAl� nr 11On / I .luwt n1 .N.r.a..d. rrw. W •� • t.O1S DESCRIPTION: MODEL 6R5T W4 16-0 x E-0: 24/-24,5 DESIGN LOAD ...o.• w. i.u.. T.r —A W 000 . t A09 OY"I 3T2) BOT3/4 a3hw % u♦♦Wb M d..�rN« w �� * DOt DRAWN BY: 8MM DATE: 4/1B/00 SCALE: NTSI DWG. ATTACIITD WIM (3) IIh7/{• 7N(G METAL SUMS. �A I = •� u♦•'-: D. real • S; 1/2• . AwWNw exnlu7oN 19 c' %/1 S CHECKED BY: Mww DATE: 4/I8/00 SHEET t OF 1 SIZE .V a MNTL WFAro"ST". / /� ThlrG Mql. a - Unka. Slated OtN.M.. Pro).euon oW1NS10M1 AAe IN w ma. DWG, NO.: 102138 REV. NO. I .o I x a -I ytppFL oESlcytino".• Them,c-T u In-Swinq Door Wood %lades System OFSIGN PRESSURE RATING 3 MAX is, O.C. Single Positive. 67.0 PSF Negative 67.0 PSF u. vuu n. OyF'RMI NOMINAL SI7F, Single up to 5'4 r 8•D w/wo did.'as , - .e •. Single with Sidelites Positive .0 PSF Negative .0 PSF Double up to 8'4 x 8'0 w/wo sidoh!ea 4747 • Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF USABt r CONFlCUR.Tlo 5: X, Ox. XO. OXO, XX. OXXO rFNFRAI oFS('RIPTION: The hood and side jambs are ringeticint Pine measuring a min. 4-9/16' with a '1/2' robbeted stop. C �. •�,.. !,' 3/16 TAPCON MAX 78" O.C.L,2. 'DRYWALL - . TYPE ANCHOR 3' 3/16' TAPCON 4 TYPE ANCHOR ~ _ DRYWALL 1/2 1�•�.• MASONRY LINT�� G 'w "e • WtSONRY LWJFL 1 i 2 FIMONG Ix BUCK ♦•^ (� INTERK) • ldffB1Q7 N •Y • 2 Y 3/16' TAPCON a 2-1/2' 1f d� ?6S ~ (S.. -1. 2) Pitt dl / s ss CONCRETE - IEtO aAMB b MASONRY BLOCK NEAO ,tWB Tg 2Y wH-BUCK • .y r� •• TO iX SUB -BUG( 1/2' DRYWALL H .ti'•.' 1X BUCK '5 ... !a s 3/16' TAPCON �8 1 • 2 FlRR.Ai % 1/2• LYAWALL .' r . TYPE ANCHOR .. M 7X WCK a JIB t x 2 FiKN1fO - .� �, .y• .. ELCO TAPCON Of' EQUAL I. �•.•. (233 L8. SHEAR RATING) 3/16'TAPCON �• (Sw note 2) ,.�•. ..'^„t •. / a s 2-'/2' ..r , r: C : • 1,1 .. � 1 .. : •t v • LXff8t48 FdfFBl08 3/10 TAPCON !� •3' MAX. ••f , 'rTYPE ANCHOR .. SHUN SPACE A--1/EAf. MIN. vFFTM.AI. SIOC 4AM8 > j•e 0 1K SUB -BUCK t' ��•., pAL N07F. 1. This system has boon evaluated for use in locations rdheriny to the Florida Building Cods a 1 �n YERTIG4L SIDE IAMB and when pressure requirements oa deGrmined by ASCE 7 Minimum Design !.oasts for Buildings we- 1 v4• WL a and Other Strictures do not exceed the design pressure ratings listed herein. 2. For installations where the sub -buck is less than 1-1/2' (FBC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.1 and 1707.4.4.2) Topcon type concrete anchors must be used and the length must be such that a minimum 1-1/4" engagenent of the Topcon into the masonry wall is obtained. 813.684.3831 DATE: 4/3/02 $CALL• N.T.S. DWG. BY: W.L.N. CKK, SY: R.W. DRAWING NO.: . T-02201 s4aT 1 Or 1 Thermo—Tru Out —Swing Door Wood 17romes System0"ZIGN PRESSURE RATING: AWIMUW single up to 5'4 . 8'0 /.* Wdol*t.. 34 Single Positive 57.0 PSF Negative 67.0 P3F Double up to 8'4 x 8'0 e/eo Wdolit" 5ngle with SidoiltG3 Positive 60.0 PSF Negative 60.0 p3r )ouble WIWO S;delit63 Positive 47.0 PSF Negative 47.0 PSF NFIGURATIONS X. Ox. X0. OX0, XXI OXXO rD,,_RAJ DESCRIPnON; The hood and side iambs on Ang"rJoint pins measuring a min. 4-9/16o with a 1/2' robootod SIOP. MASONRY LINTEL 6' TAPCON 1 x 1 ORRING TYPE ANCHOR —J.—_ &W I a' D.C. MASONRY LINTEL /r7 01111 ALL I x 2 FIRRING TYRE ANCHOR 51 3116- TAPCON Ix BIC( Isibees TYPE ANCHOR SHIM SPACE INTERIOR EXTERIOR 3116- TAPCON EXTERIO B x 2.-11 1.75* TYPE ANCHANCHORSSUB—BUCKSUB—BUCKJ PFH I WS .0. CONCRETE TO HFAD z l.21 MASONRY BLOCK .25* MAX SHIM SPACE 1.25' ml,'. I I,t.' MIN. EMS. 3/76' TAPCON EXTFRIOR TYPE ANCHOR ELCO TAPCON OR EQUAL 3/16' TAPCON 5. MIN TYPE ANCHOR (;M LB. SH&A PAnNG) J.,N .25' MAX. 46 SHIM SPACE p"Isax -RIOR L f" WS C 2 FIRRING VERTICAL. DRYWALL SIDE "S \IX\ SLICK Sue —BUCK INTERIOR f 2 FIRRiNG 1. This system has Deem ovaivated for use in locations adhering to the Florida Building Code 15' dIN. DRYWALL and where pressure requirements as determines by ASCE 7 Minimum Design Loads for Buildings C—SINX end Other Structures do not exceed the design pressure ratings listed herein. G 99U., 2. For instalIctions where the sub —buck Is loss thein 1-112' (FSC section 1707,4.4 Anchorage Methods CK and iub—sections 1707.4.4.1 and 1707.4.4.2) T.;pcon type concrete anchors must be used and the length must be such that a minimum 1-1/4' engagement of the Topcom into the masonry well is obtained. J. When using c IX sub —buck a 6-9116* jamb is required to allow for min. edge spacing for Topcon type anchors. x d 0 10 LA OX " 0 n . to LU M 0:z 00 CO a P, C DATE 4/3/02 SCALE. N.T.S. DWG. BY: W.LN. CHK, BY: R.W. DRAWING NO, T-02203 I SHM I or I 1 LtOO L_DESCNATION: Thermo-Tru In -Swing / OL t-Swing Door Wood Fromes System �,,�AYIMUM OVERAf L NOMINAL SIZ Single up to 5'4 x B'0 I:/wo sidelites Double up to 84 x B'0 r./wo sidelites .(jSAA .ONFIGU AR TIONS: X. OX, XO. OXO, XX. OXXO GENERAL DESCRIPTION., The headandside jambs tyro fingerjoint pine meosuring a min. 4-9/16' with a 1/2• rabbeted stop. .,/`,.. DOUBLE 2X eo' eo' ': HEADER EX>FBIOS JS' WN. C-SWK SNFjITNiNO V 23• I.W. SMAI SPACE 0 YVtT1r.11. SIDE ,AW8 o 1.is' NW. EMS. MWI QFSIGN PRESSURE RATING: Single Positive 67.0 PSF Negative 67.0 PSF Single with Sidelites Positive 60.0 PSF Negative 60.0 PS' Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF l._ w 14- TTP.-, NO This system has been evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildia;s and Other Structures do not exceed the design pressure ratings listed herein. ~ O co y0N 47 20j u) v �^ a N � p n `\ o E Y ri V z .0 � W c Y J � W N 4 VI -3 W p O a � 3 UpU � z 20Lnn Z 3 Q 2 et3.ee4.Wl CAM, 4/3/02 SCALE: N.T.S. DWG. BY: W.I.N. CHK. eY: R.W. DRAWING NO.: T-02202 EwfII I or I__ THERMA oTRU® 'FIBER cLAwr*rSM0OTH STAR' mmwm " SMK31.E AND DOUBLE WAR WA7UTSIDEUTES. INSULATED FlBEACitA4S DOOR WTTH WOOD FRAMES. GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR m AMI-DADE 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 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE I. 5. THIS PRODUCT DOES NOT MEET THE WATER REOUIREMENTS FOR MIAMI-DADE COUNTY. 6. MIAMI-DAOE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELMES ONLY. 7. SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Face sheets: Fiberglass avg. min, yield strength Fy(min.)=6,000 psi SmoothStor - 0.070" minimum skin thickness FiberClossic - 0.110" minimum skin thickness Syore design: Polyurethane foam core. withl.9 lbs. density by &LSE. Ponemp; The( pporiel skin is constructed from h 0..9 70'lbs. thk. sheetmolding rnmpound SMC . The interior is filled with 1.9 lbs. density BASF polyurethone loom. The ppoond face sheets ore glued to the wood sales and jails. N LA latch stile s reinforced with a wood lock block measuring 2.375 x 14.0 long of the strive and deadboft location. The hinge stile is Finger Jointed Pine and the top and bottom roil are of a wood composite material. In the double door application the inactive door is fitted with an extruded aluminum astragal (Wind ,timber d) of 6063-T5 alloy. ppII�� act o The frame is constructed from fir jointed pipe. The der rs f` wn�e io the side p' mbs with (3) 16ga 1/ crown x 2 long stopie of each side. The mu0am are secured together in o side6te application using 18 x 2' long PFH Wood Screws (6) screws per each mullion. The units use an Inswing Saddle threshold measuring 5.75' x 1.548'. i4tite Glazing: The sidelde panels ant sandwich glazed usi o two piece rip i ey ore dry glazed on the exterior wAh an l78" thk. cellular gqktilg tape (Stiyy-II cope a caulked with sYcone. The life frames are held ,together with o N x 1 �/2 long Plascre►. TABLE OF CONTENTS SHEET #1 DESCRIPTION 37.5 MAX. OVERALL WIDTH 36" MAX. �{ PANEL WIDTH ®® � x � � c� w x w w x x 6 o 0 -1 .J O O o a o o � o h u" N N C" 01, 1� SINGLE INSWING UNIT F 74.5" MAX. OVERALL FRAME WIDTH36.625" MAX. PANEL WIDTH W ASTRAGAL I ®® ®® X x ca W x w 4 0 3 m IOS.S MAX. VVtKALL rKAMC rrVrn 36.625" MAX. PANEL WIDTH F_�r_ W/A57RACAL I D DESIGN PRESSURE RATING UNIT TYPE H RE WATER INFILTRATION RE UIREMENT IS NOT NEEDED _ SINGLE + 67.0 PSF - 67.0 PSF DOUBLE + 55.0 PSF - 55.0 PSF SING LrWITH Sc LIIJ E + 55.0 PSF - 55.0 PSF LJ O 15.5" MAX FRAME WIDTH 13.75" MAX. O WIDTH n Lo 7.125" MAX. D.L.O. WIDTH rJLj I�jttOW0 F. O � co a T �� ALL MODELS 68.5" MAX. OVERALL WIDTH ARE VIEWED 36" MAX. 15.5" MAX. FROM INTERIOR PANEL WIDTH FRAME WIDTH 13.75" MAX. w1oTH 7n� ® ® 7.125" MAX. 2 D.L.O. WIDTH w v o _ t� V VV BU0.DINC 7NSULT/JnS. INC 813.654.3331 fr LORED YiWa `GIo A-Y_rl owc. er: N TJH cwx. W RW M.AONUFACTURER. NAMI awue c z,s, %Yt' -- 1 or ! MASTER :IFF! i e N 2 DOOR PANEL 4 - '.0 42 o. ' 0 d O n 43 O:� O, . o :. o SEE NOTSHT. . 4E 2 C7 41 SEE NOTE 1 SHT. 4 lid .5" MIN. i GLASS THK. -4 nI J EXTERIOR I RI R S O ° 0 25 O FOAM GASKET do w SILICONE CAP BEAD p '•o• ' 6 N 1.68' MIN. PANEL THK. ° ':o`p 42 rAZ �0'-. 0. r SEE NOTE 5 SHT. 4 r Al u 011-k---*- %—r"✓ C) N O 00 0CKD 8s� ) � C) �0�0 � - a els.sea.sssl oue 08/10/0 scKt:i/z' owc. or: TJH cNc Br: RW to o LY, 5-2151 vm-La 8 SEE NOTE 2 SHT. 4 /-� INACTIVE V�t s J e Z ASTRAGAL RETAINER 31 a BOLT 8.0' LG. TOP & BOTTOM (2) BOLTS INT RI R AT TOP & (2) AT BOTTOM 1 170NTAL CROSS SECTION 3 ® ASTRAGAL 1.1S' MIN. EMS. EXTE IO 25' MAX. SHIM .15' MIN. FOAM CASKET do C—SINK SILICONE CAP BEAD 34 ° EE NOTE 43 5 SHT. 4 33 25 7 13 ` 0:...0 .;° . .. Q. b ..• o .. .. p a.• Y Z h 36 6 Ng 29 a 41 cD °.. 17 ° a SE NOTE 1 1r1IEBlQB 16 35 SHT. 4 . 3 3 ® SIOEUTE TO BUCK ACTWE , — e. o SEE NOTE 6 SHT. 4 FOAM GASKET & SEE NOTE FSIUCONE CAP BEAD 5 SHL 4 34 EXTERIOR v c .• a Y INTERIOR Z Y 4 36 J 6 cow 26 9 10 29 co z� 37 a SEE NOTE 7 SHT. 4 2 H I N7 L r.ROSS SECTION 3 ® HINGE JAMB TO SIDEUTE CIEN PRAILLA Y 2� Z rn In y s 41 0 SEE NOTE 1 SHT. 4 i o o O 00 a p 2 ^ j $30� LLJ o 0 nm Do ' V VV BUILDING DNSUI.TANM. INC 813.584.3831 a081001 +L:112' = 1' a. try.. TJH K. BY: RW AWIN: no: S-2151 EET 3 or 8 1. 15" MIN. EMBED. 15' MIN. C—SINK .25' MAX. SHIM SPACE 1HO 4 LATCH JAMB TO BUCK, NOTES: 1. SPACING FOR ITEM NO. 41 (LITE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES; 5.5", 16.57, 27.5, 38.375", 49.375' do 60.375. HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125- IN FROM EACH CORNER. 2. SPACING FOR ITEM NO. 27 (1/8 x 1' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1'. 3, 57, 18.25 40.5', 59.25. 74.25. 76.25' do 78.25'. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH (3) 16GA x 1/2' CROWN x 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) 16GA x 1/2' CROWN x 2.5' STAPLES AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) ITEM NO. 43 (18 x 2" PFH. WOOD SCREW). THERE ARE (4) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 13.5 31', 48.5' 66 THERE ARE (2) AT THE HEADER AT 4- IN FROM THE OUTSIDE CORNERS OF THE FRAME THERE ARE (2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR ITEM NO. 43 (18 x 2' SCREW) SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER 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 JAMB AND THE BUCK USE ITEM NO. 12 (110 x 2' SCREW). WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIOELTTE AT THE MULLION USE ITEM NO. 37 (110 x 1 314' SCREW). FOAM GASKET do SILICONE CAP BEAD 1.10 Mtn. .e EMBED. .15" MIN. 13 C—SINK ' e Y 1 7 w qa 70 '• FXTFR12 •D — INT RIOR 4 10 6 26 9 2 S CROSS SECTION .25' MAX. 4 HINGE JAMB TO BUCK, SHIM SPACE SEE NOTE 5 SHT. 4 .o ° ,q o O.o-p.. Y z �N zY 36 r) SJ v 41 eLLI Z SEE NOTE 1 — a SHT. 4 3 H 1 NT pnvz SEQLQN 4 ® STRIKE JAMB TO SIDELITE SEE NOTE 6 SHT. 4 SEE NOTE 7 SHT. 4 O> 0 00 �VZI N wo i-3Q00 o a -p x2 N v). 00 UZ UON E 00(n U-0 N �S ov IW ° ivv) 613.584.3831 UP. him BY.. RW ING .0.: S-2151 4 or I SEE NOTE 3 SHT. 4 SEE DETAIL "F" SHT. 5 6' 6" 6" 6. 3•"i f PPF 3 E63. £ 3' f 3• i SEE DETAIL SHT. 5 TYP. SEE NOTE 4 SHT. 4 F � N O oo A coo = I\ CC Z O 1,.1 L-j 6' 6" 1 3ESHT. NOT4E = O � O w� a c'j n _ - N TYP w N a -An o y z — h UVf "D" SEE DETAIL 'E" N M r m n SHT. 5 of ui _ 13 O TYp. 1 SEE DETAIL •C• -C• 'D' m o cz5 SHT. 5 - o Q3 14 TYP. I �IT 3" 3" 3'--� I-- 3• I �--I I-- 6" 6"--4 t-LL--{ 6" 6 6 3' 3' 3' 6" 6_ 6" ® r!:�, F�.® A B,,0,A F� m4TRALSING F DOOR DOUBLE DOOR W/SIDEUTES _ a � e MANUFACTuRER �r� LR�I�I:9 MASTER IFHFlti#TiQ�� A 0.357" BOLT DEEP ENOUGH FOR A 2" 13 BOLT THROW 12 10 13 13 10 10 DETAIL "F' DETAIL "H' ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL "E" STRIKE PLATE TO FRAME DETAIL 'G" AT THE THRESHOLD AS SHOWN. 1 \_ SEE NOTE to4 SHT. 4 vv N/SVLT= ANC 813.684.3831 L. 08 10 01 ut N.T.S. G. BY; TJH K. VY: RW KMNG NO.: 5-2151 ED 5 or 8 (N O J va . u-, N `,SEE DETAI "E" SHT. 5 NI TYP. 1 CEN 1iR1lUU M A, NUF C TNRER AY E o SEE DETAIL —"F" SHT. 5 F= FILE ,, It 1L:d1i*l c f 6^63- F--6' 3633.II13 - SEE NOTETYP 3 SHT. 4SEE N07ESEE NOTE TYP. DETAIL n 3 SHT. 4 - 6 SHT. 4 - "F' SHT. 5 - 13 TYP. SEE DETAIL - - 'G' SHT. 5 13 - - SEE DETAIL L SEE DETAIL TYP. 'E" SHT. 5 vi TYP. H SHT. 5 .j — 13 - - SEE DETAIL "G" "K' "M, ^K^ TYR •M" SEE NOTE SHT. 5 14 _ 14 14 — 4 SHT. 4 TYP. — 14 TYP. — TYP. 3' 3' 3" F'—�i 6 ----it 3 3" 6" 6 3• 14 6" ® ®TYP. SINGLE DOOR W/SIDELITES DOUBLE DOOR 1 I 453" GLASS BITE 1.11 r_i ecc arrF EXTERIOR " 25 1/8' TEMPERED GLASS c) .. .25' AIR O SPACE O" O O z jE 1/8" TEMPERED Z Y GLASS INTERIOR 36 6 n to 7� 41 a SE NOTE 1 STEEL INTERCEPT SHT. 4 .25' SPACER S' INSULATED GLASS WL TC1.1 LITE FRAME A71NG DETAIL G _ 1/8' TEMPERED rSEEN GLASS Q . Q .25' AIR SPACE 00.1/8" TEMPERED GLASS INTERIOR36 .25" STEEL INTERCEPT SPACER s' INSULATED G A W/ RTS LITE FRAME GLAZING DETAIL 10 SEE NOTE 4 SHT. 4 LL Q)� V vv 9UILDING >NSULTANTS, ANC 813.684.3631 scum N.T.S. 74c. BY. TJH NK. BY. RW p1UWNG NO.: S-2151 SHM 6 _ OF F 4.563' f.063' Fr I 1 �lu.) 20 21 in 3 WOOD FRAME FINGER JOINTED PONDEROSA PINE 28 ILL —ii— .o97" 4 x 4 STEEL DOOR HINGE f--1.077"-. j 1.531' 33 PLASTIC LIP LITE FRAME EXTRUDED-STS 2.141"� F 691' T a 1 D L INSWING SIDELITE 15 BOTTOM BOOT 0.09" EXTRUDED VINYL WALL 600 lfi ioS-jfE, FILE o � 01 FC. TOP RAIL WOOD COMPOSITE �►-- t.531 " --i� 6 -MM rrc Q1 dMK SIDF STILE FINGER JOINTED PONDEROSA PINE 1.264` 10 O ^. N N h co N O---1.531 FG LATCH SIDE STILE COMPOSITE �n n ".526" 2.713" 111. •r P:r' . Q ,1 T N 7 O �-- 1.531 ' --i 0 FC, WOOD HINGE SIDE STILE 5.75' T 1 .0 co co 1.531 " 11 FFC, B TT ILFC [Q T06tiILBO/jOM 1L in SELFADLUSTING�D E THRESHOLD 19 WOOD COMPOSITE ALU/MiNuUmNIYL��LAUM. •oso" K. WALL VINYL_TYP. 1 a i GSS. BOTTOM RAIL 11 WOOD COMPOSITE W 0 V z Z) F- - 2.375" 1 C0NSUlTAMS, N T 813.6g4.3t331 1 1�1- mm DB 10 0 N.T.S CH'. er: TJH -T CH'. sr RW ow+„rc No.: 30 5-2151 WOOD LOCK BLOCK FINGER JOINTED PONDEROSA PINE SHEET or 8 i r I 1 Si.WWAR N .070 fn FlBERCLISSX DOOR SKIN .110' IN. THK FIBERG r By THEW-TRU rith yield F mn 6.000 psi FIBERGLASS 2 3 Fr. TOP RAIL 1.531" x .94' THEIW-TRV M000 COMPOSITE FC. LATCH Silt -TRU, W= CCW04TE 1., I x 1.209 WOW OOMPOSITE WVOD DcwPosrE 4 FC.S11LE RLIA-TRY PON()O LSl PItf 1.531 x 1209 WOOD 5 FC. BOTTOM RAIL 1.531 x 1.25" THjU4-TRV RC10D COYPOSRE MW0 COL�ITE 6 POLYURETRANE FOAM BASF 1.916s. DENS FOAM 7 SHORT REACH COMPRESSION KATKRgw_pNoW-TRVj FOAM 8 LOW REACH COLPRESSION WEATFIERSIRI° -TRU FOAM 9 10 4 x 4 HINGE .097 THK. ERMA-TRU 10 x 3 4 PFH N000 SCREW to Frvne STEEL 1 1 sS LAOTIOY RAL 1.531 x m iN7t161-RLI Wa COWKWE W" C01141051TE 12 1110 13 148 x 2 LG. PFH WOOD SCREW x 2 1 2 LG. PFH WOOD SCREW STEEL STEEL 14 3 16 TAPCON ANCHOR ELCO 2.0 MIN. LG. STEEL 15 ISIDEWE BOTTOM BOOT .090 EXTRUDED VINYL VINYL 16 1 2x INNER WOOD BUCK WOOD 17 1 MAX. 1 4 SHIM MATERIAL WOOD 18 19 IKWIKSET TTTAN 700 SERIES PASSAGE LOCK 1.q1F A0.NJS M M MNG SAI>OLE MESH" - ALUM. WOOD 20 x 1.2 HEADER 7HERMA- . PONDEROSI PINE WOOD 21 x . K 22 4 x 1.25 HINGE IAMB - PINE W 0 P3 KWIKSET TITAN 700 SERIES DEADBOL7 - 24 25 ASTRAGAL WINOJAMBER N WR68T .052 WALL GLAZING 1 2 INSULATED TEMPERED GLASS UM. 6063-T6 G S 26 SS. HhGE STILE K W-TRU. POWEROSt FNE t.183 x 1.531 WOOD 27 28, 6 x 1 LG, PANHEAD SHEET METAL SCREW INSWING DOOR BOTTOM SWEEP STEEL 29 WOOD -so— 31 FC WOW LOG( BLOC( 1375 x 1.515 PONDEROSA PINE LATCH SW IWRM4-TRU. NtOW COIP06RE 1.183 x 1531 WOOD WOW COMP09rE 2 1 8 7HK. CELLULAR GLAZING TAPE STIK-11 7APE - 33 11P 111E FRAME BTS. THERYA-TRU BTS 34 35 CM -TRY 4.56J x 115 BLANK JAMB -TRU PONDEROSA PINE T M 00 36 SUEI" SIDE STILE -M 1.531 x .656 PON%W SI PK WOOD 37 38 10 z 1 3 4 LG. PFH WOOD SCREW SS. MP RML 1.S1I x .94 RUWL TRU vuw STEEL WOW COMPOSITE 39 40 NOT USED SILICONE CAULK K - SIUCONE 41 8-10 x 1 1 2 PLASCREW FOR FIEM 34 STEEL 42 9x111E TOP t ROTTEN M -TRU 1511 x .M PO'OfA0S1 PNE WOOD 43 8 x 2 LC. PFN WOOD SCREW STEEL 1.531 " a L 38 InSS. TOP RAIL WOOD COMPOSITE N .-. rn � .1� N O -"I .179" ON R CN MPR I N W TH R IP FOAM CELL CORE WIVINYL JACKET 3" .579co OI COMPRESSION WEATHERSTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET �n N 0 DRILL TRU FOR .357' DIA. ASTRAGAL DRILL TRU FOR A ,fie RETAINER BOLTS PFH WOOD SCREW 2PLCS WINOJAMBER II WR68T STRIKE PLATE 31 �-1.531" SS I ATCH SIDE ttn E M POSITE 66> 1.531' - I-- 1.316" --{ LY , °0 O Lo °p ¢Zon `h m U�Uj� Muj � ono «. WOOD HINGE 1__ S_ DE STIL W L a a ASTRAGAL HAS n (2) 8.0" N BOLTS ®BOTTOM N t &77' (2) 8.0" BOLTS ®TOP 24 WINDJAMBER 11 WR687 ASTRAGAL (ALUMINUM .052" WALL TYP.) ASTRAGAL RETT.01MA 0 MATERIAL: C, ' ��, J .•.. �.. k YELLOW C-.. o ,6N � xZ in Aviva �. m 0- a *o U Us � OH ��c o ImS3 t m 813,684.3831 n OB 10 0 g: N.T.S. w er: TJH t er: Rw WW »O: 5-2151 QT 8 or F JUN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P.02 i June 21, 2002 Alan Plante, Chief Plans Examiner Orange County Building Division Administration Building, I5t Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 32802-2687 (407) 836-S760 RF_: Florida Extruders Fenestration MasterFlle Update Mr. Plante, This letter updates and clarifies nomenclature regarding buck thicknesses mentioned on Florida Extruder Window, Door and Mullion installation drawings contained in the Orange County Fenestration Master -file. Based upon the discussions at the Mid -Florida Home Builders Association's meeting at their offices on June 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of "1X Buck" thickness nomenclature used on installation drawings. Builders/Installers when pulling permits for Florida Extruders windows will have to include this letter with the installation details. Florida Extruders requests the Orange County Building Division to file this letter against the Masterfile Numbers and Installation Drawings Identified on the attached listing. Based upon a review of the signed and sealed engineering produced by Lildon Engineering Company for the methodology used in the development of Florida Extruder's Window, Door and Mullion installation drawings, the thickness of the buck in non-structural applications (Le_, buck thickness less than 1 'b") does not influence the lateral resistance capacity of the concrete screw (i.e. Tapcon)_ Therefore, buck thicknesses less than 1 'h" are acceptable as non-structural attachments when the window, door or mullion is installed using a 3116" concrete screw with a minimum embedment on 1 'k". Concrete Masonry Units should have a wall thickness of 1 1/4" and a precast sill's thickness will exceed. 1.'/a'. The drawings dearly delineate the requirement that a minimum embedment depth of 1 'A' must be maintained by the installer. It is up to -the installer to use the appropriate length concrete screw so as to maintain the required minimum embedment on 1 '/. Therefore, for Florida. Extruder installation drawings where a non- structural buck is used, nomenclature such as "1X buck by others" or similar statements shall be construed to mean that a buck thickness of less than i Vz- is acceptable. The definition of a non-structural buck is based on Section 1707.4 4.2 of the Florida Building Code. 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 _I - ____ __ _ _ _ . JUN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P_03 The attached table lists all Florida Extruder drawings in the Orange County Fenestration Masterfile affected by this engineering statement. Any questions should be addressed to the undersigned. Thank you. Regards, Robert J. Amoruso, PE ratnoru_so.og COfloridaextruders com Florida PE i.icense No. 49752 Florida Extruders International, Inc. Certificate of Authorization No. 9235 Cc_ Earl Moore/FEI File PE Sealing Statement: The letter was signed and sealed with an impression seal as required by Section 61G15-23,001, F.A-C A rubber stamp seal was also applied to facilitate reproduction for Orange County Building Division Masterfile scanning. • Me: 2W2-LTR-R-1A-009 \�\\\11 �► o I I I t I I ►��/ j J. QtiQ,S i FIe,4�; pj F 4 No. 5 • TA 16, 2540 Jewett Larne, Sanford, FL 327YI-160o . (407) 323-3300 • Fax (407) 322-3337 2 Z Universal Forest Products Re: 53906899 Centex Homes Orlando 1928 B&C Roof The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under my direct supervision. Pages or sheets covered by this seal include the following: 53906899 B H1 53906899 CJ1 53906899 H1 53906899 H1A 53906899 H1B 53906899 1-11C 53906899 H1D 53906899 H1E 53906899 H1F 53906899 T1 53906899 CJ2 53906899 GE2 53906899 T2 53906899 CJ3 53906899 G E3 53906899 EJ4 53906899 EJ4A 53906899 HA 53906899 CJ5 53906899 EJ7 53906899 HJ7 Loading (psf) TCLL 20 TCDL 10 BCLL 0 BCDL 10 Wind: ASCE 7-98 per FBC2001; 110 mph; h = 15 ft; TCDL = 6.0 psf; BCDL = 6.0 psf; occupancy category II; exposure B; enclosed My license renewal date for the state of Florida is February 28, 2005 l 3/19/2004 John M. P sley Libense # .55886 //- The seal on this drawing'i' dicates ceptance of professional engineering responsibility solely for the truss compo; ^ent(s) listed and attached. The suitability and use of each component for any particular building is the 'responsibility of the building designer, per ANSI/TPI-2002 Sec. 2. Eastern Division 5631 SouLh NC 62 Burlington, NC 27215 Tel: (336) 226-9356 Fav (336) 476-9146 W ❑a! �sk/4-17-3 i i I I ubb I russ I e Qty Ply Centex-Orlando/1928-B & C 53906899 BH1 COMMON .W Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:40:30 2003 Page 1 1-0-p 7-8-11 13-8-1 20-0-0 26-3-15 32-3-5 40-0-0 4,1 o 1-0-0 7-8-11 5-11-5 6-3-15 6-3-15 5-11-5 7-8-11 1-0-0 Scale -1:70 5.00 12 5x6 = I 8x8 5x8 O 8 K 9 2 8 2 3 5x6 % D 1 w V4 � x8 5x 5x10 S 1 C F H 0 s W S 5 S i 6 N M NIvlw oA O 3x7 = u T s R p P p 3x7 = 3x6 = 3x8 = 3x8 = 5x8 = 3x6 = 4-0-0 10-3-14 21-4-0 27-4-0 29-8-2 40-0-0 i 4-0-0 r 6-3-14 11-0-2 6-0-0 2-4-2 10-3-1 4 Plate Offsets X,Y : K:0-4-0,0-3-0 , P:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) 0.14 R-T >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.88 Vert(TL) -0.47 R-T >529 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.04 R n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 299 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No'.2 TOP CHORD Sheathed or 3-9-13 oc purlins. Except: BOT CHORD 2 X 4 SYP No.1 `Except` 1 Row at midpt F-H 82 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt I-R OTHERS 2 X 4 SYP No.3 2 Rows at 1/3 pts G-R REACTIONS (lb/size) B=1112/0-8-0, M=289/0-8-0, R=3521/0-8-0, Q=-81/0-8-0 Max Horz B=-178(load case 5) Max UpliftB=-285(load case 4), M=-175(load case 2), R=-688(load case 5), Q=-81(load case 1) Max Grav B=1112(load case 1), M=382(load case 7), R=3521(load case 1), Q=18(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C= 2144, C-D=-880, D-G=-785, G-1=1289, 1-K=1467, K-L=506, L-M=242, M-N=22, C-E=-1071,E-F=-572, F-H=-670, H-J= 27 BOT CHORD B-U=1913, T-U=1868, S-T=649, R-S=649, Q-R=-749, P-Q=-749, O-P=-749, M-O=-130 WEBS D-E= 298, E-T=-910, F-T=1220, F-G=1405, K-0=678, L-O=-435, I-J=-1408, J-R=-1362, G-H=-1389, H-R=-2157, K-R=-780, C-U=294 NOTES (10) 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 II; 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) Truss designed for wind loads in the plane of the truss only. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x3 TL20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) Provide mechanical connection (by others) of truss to'bearing plate capable of withstanding 285 lb uplift at joint B, 175 lb uplift at joint M, 688 lb uplift at joint R and 81 lb uplift at joint Q. 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. 9) Special hanger(s) or connection(s) required to support concentrated load(s) 214.01b down and 54.91b up at 4-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 10) 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 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-U=-20.0, R-U=-40.0, M-R=-20.0, A-C=-60.0, C-6-60.0, I-N=-60.0, C-J=-60.0 Concentrated Loads (lb) Vert: U=-214.0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899BH1 Truss Job 53906899 Type JACK 4 urlington, NC 27215, Jeff Kerr 5.000 s Feb ECentex-Orlando/l928-B & Clsk/4-17-3'nce (optional) ek Industries, Inc. Tue Apr 22 16:26:30 2003 Page 1 C o Scale = 1! 3x4 = 0-11-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 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 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: 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=-11/Mechanical, B=138/0-8-0, D=9/Mechanical Max Horz B=35(load case 4) Max UpliftC=-13(load case 5), B=-89(load case 4) Max GravC=29(load case 4), B=138(load case 1), D=9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-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 Il; exposure B; enclosed; MW FRS 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 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 responsibilitJ 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ1 J6 1 russ I ype Ply Centex-Orlando/1928-B & Cfsk/4-17-3 „ 1 53906899 H1 "'= 77QtY HIP TRUSS 1 1 Job Reference optional Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:30 2003 Page 1 '-1-0- 7-0-0 12-3-7 17-5-2 22-6-14 27-8-9 33-0-0 40-0-0 41-0 1-0-0 7-0-0 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 7-0-0 1-0-0 Scale = 1:68 7x14 M1118H= 5.00 F12 5x6 = 5x6 = 7x8 = 5x6 = 7x10 MII18H= C D E F O H Ta W1 1 1 wi 2 wi r B r ;A I o 7 [p 5x12 o R O P O N M L K 5x12 2x5 II 5x10 M1118H= 5x6 = 5x8 = 5x6 — 2x5 II 5x6 = 500 M1118H= 7-0-0 7-1 12 12-3-7 17-5-2 22-6-14 , 27-8-9 , 32-10-4 33,p-0 40 0 0 , 7-0-0 0-1-12 5-1-11 5-1-11 5-1-11 5-1-11 5-1-11 0-1-12 7-0-0 Plate Offsets X,Y : B:0-3-13,Edge], C:0-6-8,0-3-8 , F:0-4-0,0-4-8 , H:0-3-0,0-4-0 , 1:0-3-13,Ed e LOADING:0.0 SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL Plates Increase 1.25 TC 0.94 Vert(LL) 0.92 N-0 >512 TL20 245/193 TCDL Lumber Increase 1.25 BC 0.95 Vert(TL) -1.54 N-0 >306 BCLL Rep Stress Incr NO WB 0.71 Horz(TL) 0.28 1 n/a BCDL Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 241 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D 'Except' TOP CHORD Sheathed. T3 2 X 6 SYP No.2, T2 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. BOT CHORD 2 X 6 SYP No.1 'Except' B2 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 'Except' W 1 2 X 4 SYP No.2, W 1 2 X 4 SYP No.2 W 1 2 X 4 SYP No.2, W 1 2 X 4 SYP No.2 W1 2 X 4 SYP No.2 REACTIONS (lb/size) B=3290/0-8-0, 1=3290/0-8-0 Max Horz B=-75(load case 5) Max UpliftB=-900(load case 3), 1=-950(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=26, B-C=-7651, C-D=-10313, D-E=-11877, E-F--11858, F-G=-11858, G-H=-10317, H-1=-7650, 1-J=26 BOT CHORD B-R=6973, Q-R=7010, P-Q=7010, 0-P=10310, N-0=11877, M-N=10315, L-M=7009, K-L=7009, 1-K=6973 WEBS C-R=707, H-K=706, D-P= 1555, E-O= 637, F-N--632, G-M=-1549, C-P=3744, D-O=1783, E-N=-21, G-N=1757, H-M=3749 NOTES (8) 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) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 900 lb uplift at joint B and 950 lb uplift at joint I. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 513.31b down and 181.21b up at 33-0-0, and 513.31b down and 181.21b up at 7-0-0 on bottom 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 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: A-C=-60.0, C-H— 125.0, H-J=-60.0, B-R=-20.0, K-R=-41.7, I-K=-20.0 Concentrated Loads (lb) Vert: R=-513.3 K=-513.3 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 8 & C RF Date Req:04/24/2003 Draw No:53906899H1 F — Job Truss Truss Type Qty Ply Centex Orlando/1928 B & C/jsk/4-17-3, ,`�' 53906899 H 1 A w:<•�.�.. HIP TRUSS 1 1 rn e 0 tionaf) Universal Forest Products,lnc., Burlington, NC 21215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries,Anh Jo lnc. Tue Apr 22 16-26.31 2 003 Page 1 1 0 5-9-1 9-0-0 16-4-9 23-7-7 31-0-0 34-2-15 40-0-0 41-0 1-0-0 5-9-1 3-2-15 7-4-9 7-2-13 7-4-9 3-2-15 5-9-1 1-0-0 Scale = 1:68. 5x7 = 3x6 = 3x8 = 20 II 5x7 = 5.00 F12 D E F G- H 20 C 2x3 �i I w1 w1 w1 3 w v diA 6 J K 7 O Ia 3x7 = d O P O N M L 3x7 = 3x6 = 300 M1118H= 3x6 = 3x8 — 300 M1118H= 3x6 — 9-1-12 16-4-9 23-7-7 30-10-4 40-0-0 9-1-12 7-2-13 7-2-13 7-2-13 9-1-12 Plate Offsets X,Y : D:0-5-4 0-2-8 , H:0-5-4,0-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) 0.35 N-0 >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.72 N-0 >658 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.18 J n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-8-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1653/0-8-0, J=1653/0-8-0 Max Horz 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-13=22, B-C=-3332, C-D=-3135, D-E=-4008, E-F=-4008, F-G=-4008, G-H=-4008, H-6-3135, I-J=-3332, J-K=22 BOT CHORD B-Q=2995, P-Q=2880, O-P=2880, N-0=4008, M-N=28801 L-M=2880, J-L=2995 WEBS D-0=265, H-L=265, E-0=-443, G-N=-443, C-Q=-151, D-0=1269, E-N= 1, H-N=1268, I-L=-151 NOTES (6) 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 II; 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 344 lb uplift at joint B and 344 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 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1A 1--k T russ.lyp Qty Ply Centex-Orlando/1928-B & Cfjslf/4-17-3 han , 53906899 H113 HIP TRUSS 1 1 Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:31 2003 Page 1 -1-0- 5-6-0 11-0-0 17-0-0 23-0-0 29-0-0 34-6-0 40-0-0 41-0 1-0-0 5-6-0 5-6-0 6-0-0 6-0-0 6-0-0 5-6-0 5-6-0 1-0-0 Scale - 1:68. 5x6 = 3x6 - 5x8 - - 5x6 - . 5.00 12 D E F G 3x6 C W1 2 1 3x6 H W4 W4 v B ;A I J 0 Iq O 3x7 = G N M L K 3x7 = 2x3 II 5x8 = 3x6 = 5x8 = 2x3 II 5-6-0 12-0-0 20-0-0 1 28-0-0 34-6-0 40-0-0 5-6-0 6-6-0 8-0-0 8-0-0 6-6-0 5-6-0 Plate Offsets X,Y : D:0-3-0,0-2-4 , F:0-4-0,0-3-0 , G:0-3-0,0-2-4 , L:0-4-0,0-3-0 , N:0-4-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.26 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.54 M-N >871 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.18 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 199 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-2-12 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1653/0-8-0, 1=1653/0-8-0 Max Horz B=106(load case 4) Max UpliftB=-317(load case 2), 1=-317(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3425, C-D=-2926, D-E= 2807, E-F=-3329, F-G--2807, G-H= 2926, H-I=-3425, I-J=22 BOT CHORD B-0=3067, N-0=3067, M-N=3277, L-M=3277, K-L=3067, I-K=3067 WEBS C-O=113, H-K=113, E-M=96, F-M=96, D-N=760, G-L=760, E-N=-642, F-L=-642, H-L=-448, C-N=-448 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; 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 317 lb uplift at joint B and 317 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 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 ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shon No- 5391D6899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw ,No:53906899H1 B Job Truss Truss Typ i Qty Ply Centex-Orlando/1928-B & C/jsk/4-17-3 , 53906899 HiC COMMON 1 1 Job Reference o tional Universal Forest Products,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:32 2003 Page I 1-0- 7-8-11 13-0-0 27-0-0 32-3-5 40-0-0 41-0 1 0 0 7-8-11 5 3-5 14-0-0 5-3-5 7-8-11 1-0-0 Scale - 1:68. 5x6 = - 2x3 11 5x6 = - D E F 5.00 12 2x3 2x3 O C G W W2 W2 3 4 W �h A 6 o Iq 3x7 = o N M L K d 3x7 = 3x6 = 3x8 = 3x8 = 3x8 = 3x6 =- 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X,Y : D:0-3-0,0-2-4 , F:0-3-0,0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) -0.22 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.50 L-N >952 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 188 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-9-15 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-3-13 oc bracing. WEBS 2 X 4 SYP No.3 i REACTIONS (lb/size) B=1653/0-8-0, H=1653/0-8-0 Max Horz B=122(load case 4) Max UpliftB=-290(load case 2), H=-290(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3301, C-D=-3027, F-G=-3027, G-H=-3301, H-1=22, D-E=-2895, E-F= 2895 BOT CHORD B-N=2948, M-N=2495, L-M=2495, K-L=2495, J-K=2495, H-J=2948 WEBS C-N=-336, G-J=-336, E-L=-443, D-L=506, F-L=506, D-N=537, F-J=537 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=15ft; TCDL=6.Opsf; BCDL=&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) 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 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 i n Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job• 1928 0& C RF D t R •04/24/2003 D N •53906899H1C a e eq. raw o. J I Job Truss Truss Type QtyTPPCentex Orlando/1928-B&C/js1J4-17-3 53906899 H1D '"�'�°"e`QWW '—m— CON 1 Job Reference o tional Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:32 2003 Page 1 1-0- 7-8-11 15-0-0 25-0-0 32-3-5 40-0-0 41-0 1-0-0 7-8-11 7-3-5 10-0-0 7-3-5 7-8-11 1-0-0 Scale = 1:68. ' 5x6 = 5.00 12 2x3 11 5x6 D E F iTR 5x8 5x8 z� " C W 2 w g G 7 4 W vIA B H I o Ta b 3x7 = N M L K J 3x7 = 3x6 = 3x8 = 3x8 = 3x8 = 3x6 = " 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 C:0-4-0,0-3-0 , D:0-3-0,0-2-4 , F:0-3-0,0-244 , G:0-4-0,0-3-0 rOffsets; SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP Plates Increase 1.25 TC 0.65 Vert(LL) -0.20 L >999 TL20 245/193 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.48 -H-J >979 . Rep Stress Incr YES WB 0.22 Horz(TL) 0.15 H n/a " BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 193 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-10 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 8-11-14 oc bracing: B-N. REACTIONS (lb/size) 8=1653/0-8-0, H=1653/0-8-0 Max Horz B=138(load case 4) Max UpliftB= 313(load case 4), H=-3,13(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3300, C-D=-3028, F-G=-3028, G-H=-3300, H-1=22, D-E=-2482, E-F=-2482 BOT CHORD B-N=2968, M-N=2314, L-M=2314, K-L=2314, J-K=2314, H-J=2968 WEBS C-N=-405, G-J=-405, E-L=-239, D-L=269, F-L=269, D-N=665, F-J=665 ` 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. - I 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 lb uplift at joint H. j 5) Truss shall be fabricated per ANSI/TP 11-95 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 I 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 D Job T russ i russ i ype Qty Ply.TCenx-Orlando/1928-B & C/jsk/4-17-3 53906899 HIE COCAIN 1 1 Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek e (optional) Industries, RefrenInc. Tue Apr 22 16:26:33 2 003 Page 1 -1-0- 7-8-11 13-8-1 17-0-0 23-0-0 26-3-15 32-3-5 40-0-0 41-0 1-0-0 7-8-11 5-11-5 3-3-15 6-0-0 3-3-15 5-11-5 7-8-11 1-0-0 Scale = 1:68. 5.00 12 5x6 = 5x6 = 5x8 E F 5x8 D C, 2x3 \\ 1 2x8- C W W2 2 3 H 7 4 W ;A 8 l 3 0 PT 3x7 = o 0 N M L K 3x7 = 3x6 = 3x8 = 5x10 = 3x8 = 3x6 = 10-3-14 20-0-0 29-8-2 40 p 0 10,-3-14 9-8-2 8-8-2 10-3-14 Plate Offsets X,Y : D:0.4-0,0-3-0 , E:0-3-0,0-2-4 , F:0-3-0,0-2-4 , G:0-4-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) -0'.20 M >999 TL20 245/193 TCDL 10.0 Lumber increase 1.25 BC 0.89 Vert(TL) -0.49 I-K >972 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.15 I n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 204 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-6 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 8-6-4 oc bracing: B-0. WEBS 1 Row atmidpt D-M, G-M REACTIONS (lb/size) B=1653/0-8-0, 1=1653/0-8-0 Max Horz B=-154(load case 5) Max UpliftB=-333(load case 4), 1=-333(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD A-B=22, B-C=-3311, C-D=-3025; D-E=-2145, F-G=-2145, G-H=-3025, H-I= 3311, I-J=22, E-F=-2166 BOT CHORD B-0=2961, N-0=2422, M-N=2422, L-M=2422, K-L=2422, i-K=2961 WEBS C-O=-379, D-0=590, G-K=590, H-K=-379, E-M=557, F-M=557, D-M=-633, G-M=-633 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 333 lb uplift at joint B and 333 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 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date RegiO4/24/2003 Draw No:53906899H1E Job Truss Truss Type Qty Ply Centex-Orlando/1928-B & C/jsW/4-17-3 i 53906899 HiF Comm ON��v may` 1 1 Job Reference (optional Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb"10 2003 MiTek Industries, Inc. Tue Apr 22 16:26:34 2003 Page 1 -1-0- 7-8-11 13-8-1 19-0-0 21-0-0 26-3-15 32-3-5 40-0-0 41-0 �1-0-0 7-8-11 5-11-5 5-3-15 2-0-0 5-3-15 5-11-5 7-8-11 1-0-0 Scale = 1:68. 5.00 12 5x6 = 5x6 = E F 5x8 5x8 D G 2x3 Q 1 2x3 c W W2 W2 g H m ro 4 W ;A 8 I J o Ia 3x7 = o 0 N M L K 3x7 = 3x6 = 3x8 = 502 = 3x8 = 3x6 = 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X,Y : D:0-4-0,0-3-0 , E:0-3-0,0-2-4 , F:0-3-0,0-2-4 , G:0-4-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) -0.20 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.49 I-K >966 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.15 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 205 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-M, G-M REACTIONS (lb/size) B=1653/0-8-0, 1=1653/0-8-0 Max Horz B=170(load case 4) Max UpliftB=-352(load case 4), 1=-352(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3307, C-D=-3025, D-E=-2115, F-G=-2115, G-H=-3025, H-1=-3307, 1-J=22, E-F=-1965 BOT CHORD B-0=2956, N-0=2434, M-N=2434, L-M=2434, K-L=2434, I-K=2956 WEBS C-O=-363, D-0=577, G-K=577, H-K=-363, E-M=579, F-M=579, D-M= 726, G-M=-726 NOTES (5) 1) Unbalancedroof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; 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 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 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 'Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899. Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 F r - — Job e F Truss Truss Tv z� Qty Ply Centex-Orlando/1928-B & C/jsk/4-17-3 53906899 T1 COMMON 17 1 Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tu-..,. 2003 Page 1 -1-0- 7-8-11 13-8-1 20-0-0 26-3-15 32-3-5 40-0-0 1-0 1-0-0 7-8 11, 5-11-5 6-3-15 6-3-15 5-11-5 7-8-11 1-0-0 Scale - 1:67 - 5.00 12 5x6 = E 5x8 5x8 D F 2x3 O 2x3 C W W2 W2 3 G 4 W oA 6 H I Id 3x7 = N M L K J 3x7 = 3x6 = 3x8 = 3x8 = 3x8 = 3x6 = 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X,Y : D:0-4-0,0-3-0 , F:0-4-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) -0.20 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.49 H-J >960 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-5 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-L, F-L REACTIONS (lb/size) B=1653/0-8-0, H=1653/0-8-0 Max Horz B=-178(load case 5) Max UpliftB=-360(load case 4), H=-360(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3306, C-D=-3026, D-E=-2113, E-F=-2113, F-G=-3026, G-H=-3306, H-1=22 BOT CHORD B-N=2955, M-N=2436, L-M=2436, K-L=2436, J-K=2436, H-J=2955 WEBS C-N=-360, D-N=5741 D-L=-737, E-L=1164, F-L=-737, F-J=574, G-J=-360 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) 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. 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/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 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899T1 Job 53906899 ! Universal Fol ,.',G d,iiAERyin.+..... ........_.. �LSt.d' T�tfnky� JACK � � -- ��.2 J.' ducts,lnc , Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MIT kondustries,cInc, The Apr 22 16:26.3 1 Scale 1-1U-3 1 11-11 x — 1-10-3 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 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 0.02 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: 8 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-11-11 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) B=155/0-8-0, E=19/Mechanical, C=44/Mechanical Max Horz B=47(load case 5) Max UpliftB=-67(load case 4), C=-44(load case 5) ; FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-30, C-D=-4 s BOT CHORD B-E=0 i NOTES (3) ; 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.0psf; occupancy category II; 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 67 lb uplift at joint B and 44 lb uplift at joint C. I, 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 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. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ2 Job Truss Truss Type Qty Ply Centex-Orlando/1928-B & C/jsk/4-17-3 21 53906899 GE2 COMMON 1 j Ak Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiT kondustries,cInc. Tue Apr 22 16:26:35 2003 Page 1 -1-0-0 , 10-4-0 20-8-0 21-8-0 1-0-0 10_4_0 10-4-0 1-0-0 Scale = 1:36. • Us= 2x3 II a 2x3 II F H 2x3 II 2x3 II 5.00 12 E I 2x3 11 2x3 11 D J 2x3 11 T T - 2x3 II T C T K T T T T B _ 6 3x5 = v U 2x3 11 2x3 11 2x3 11 3x6 = 2x3 11 2x3 11 2x3 11 2x3 11. 3x5 = 2x3 11 7-4-0 20-8-0 7-4-0 13-4-0 X,Y : G:0-3-0,Ed eNG (psf) SPACING 2 0 0 CSI DEFL in (loc) I/deft PLATES GRIP r1pliateffsets 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) 0.08 V >999 TL20245/193 10.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.12 V >680 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 L n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 96 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. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) B=364/0-8-0, L=228/13-4-0, S=-280/13-4-0, T=638/13-4-0, Q=113/13-4-0, P=177/13-4-0, 0=123/13-4-0, N=253/13-4-0 Max Horz B=100(load case 4) Max UpliftB=-123(load case 4), L= 71(load case,5), S=-285(load case 6), T=-224(load case 4), P=-70(load case 5), 0=-47(load case 5), N=-79(load case 5) Max GravB=364(load case 1), L=228(load case 1), S=124(load case 4), T=639(load case 6), Q=124(load case 7), P=177(load case 1), 0=123(load case 7), N=254(load case 7) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-185, C-D=-125, D-E=-100, E-F=-184, F-G=-117, G-H=-134, H-1=-145, 1-J=-142, J-K= 151, K-L=-159, L-M=21 BOT CHORD B-V=111, U-V=111, T-U=111, S-T=111, R-S=111, Q-R=111, P-Q=111, 0-P=111, N-0=111, L-N=l 11 WEBS F-S=53, E-T=-338, D-U=-45, C-V=-51, H-Q=-91, I-P=-130, J-O=-97, K-N=-180 NOTES (6) 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) Truss designed for wind loads in the plane of the truss only. 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint B, 71 lb uplift at joint L, 285 lb uplift at joint S, 224 lb uplift at joint T, 70 lb uplift at joint P, 47 lb uplift at joint 0 and 79 lb uplift at joint N. 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 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899GE2 Job Truss Truss Type Qty Ply Centex-Orlando/1928-8 & C/jsk/4-17-3 ' s 53906899 T2 CC)A71 ONE 2 1 Job Reference (optional) Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16.26.35 2003 Page 1 -1-0-0 7-2-13 10-4-0 13-5-3 1940-8 1-0-0 7-2-13 3-1-3 3-1-3 6-5-5 - Scale - 1:34. 5x4 = D 2x5 O 5.00 12 2x5 4, C E 2 W F 8 io 6 0 3x6 11 G 3x6 11 5x7 = 8x10 10 4 0 19-4-0 1 -10 8 10-4-6 9-0-0 0-6-8 Plate Offsets X,Y : B:0-0-2,0-5-13 , F:0-2-6,0-0-9 , F:0-6-14,0-2-3 - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc). I/deft- PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.05 B-G >999 TL20 245/193 TCDL 10.0 Lumber Increase 1:25 BC 0.38 Vert(TL) -0.13 B-G >999 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.02 F n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 101 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-1-0 oc purlins. ,. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or'10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X 6 SYP No.2 REACTIONS (lb/size) B=851/0-8-0, F=766/0-8-0 Max Horz B=111(load case 4) Max UpliftB=-215(load case 4), F=-137(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=26, B-C=-1362, C-D=-1054, D-E=-1049, E-F=-1308 BOT CHORD B-G=1179, F-G=11,07 WEBS C-G=-352, D-G=677, E-G=-255 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category Il; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint B and 137 lb uplift at joint F. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) F. 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 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 I Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No:53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899T2 Qty Ply Centex-Orlando/1928-B & C/jgk/4-17-3 ' 0 F 06899 versal F< 3t Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s 4 1 Job Reference (optional) �b 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:36 2003 Page 1 I s Scale = 1:7. 1 a,a— 2-10-3 _ 2,11-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 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/deft = 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. REACTIONS (lb/size) C=57/Mechanical, B=204/0-8-0, D=26/Mechanical Max Horz 8=63(load case 5) Max UpliftC=-52(load case 5), B=-80(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-43 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 ll; exposure B; enclosed; MW FRS 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 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 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B &'C RF Date Req-04/24/2003 Draw No:53906899CJ3 Job Truss Truss Type Qty Piy Centex- Orlando/1928 6 & C/jsk/4-17-3 W Y 53 006899 GE3 ° COMMON 1 1 °� -_-. Job Referenceo (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MIek Industries, Inc. Tue Apr 22 16:26:36 2003 Page 1 1-0-0 4-8-0 1 9-4-0 10_4_0 -0-0 4-8-0 4-8-0 1-0-0 Scale = 1:18. 3x4 = n Io 3X4 = '3x4= e-u-u 6-1-8 9-4-0 2-0-0 4-1-8 3-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) 0.02 F-H >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.03 F-H >999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.01 F n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 36 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. ,OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) B=443/2-0-0, F=417/3-2-8 Max Horz B=-55(load case 5) Max UpliftB=-137(load case 4), F=-121(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD A-13=22, B-C=-562, C-D=-452, D-E— 448, E-F=-553, F-G=21 BOT CHORD B-1=462, H-1=462, F-H=462 WEBS C-1=72, E-H=52 NOTES. (6) 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. II; 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) Truss designed for wind loads in the plane of the truss only. 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint B and 121 lb uplift at joint F. 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 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899GE3 Truss Truss Type Qty Ply Centex-Orlando/1928 B & C/jQk/4-17 3 EJ4 JACK 07_. r 8 1 11 a -'u x Job Reference (optional) st Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20.2003 MiTek Industries, Inc. Tue Apr 22 16:26:36 2003 Page 1 i Scale =1 3-10-8 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP ' TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.02 A >762 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/deft = 240 Weight: 14•lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-0 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=93/Mechanical, B=239/0-8-0, D=36/Mechanical Max Horz B=82(load case 5) Max UpliftC=-74(load case 5), B=-73(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=30 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 ll; 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 74 lb uplift at joint C and 73 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 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 Customer No:11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899EJ4 53906899 EJ4A JACK''„+ Job Referent Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Scale =1 = 0-1 V-6 3-10-8 _o- 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 ITC 0.18 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 A-C >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 B n/a - BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 13 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-0 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) ' A=144/0-8-0, B=108/Mechanical, C=36/Mechanical Max Horz A=75(load case 5) Max UpliftA= 20(load case 5), B=-76(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=36 BOT CHORD A-C=0 NOTES (3) I)Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; 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 20 lb uplift at joint A and 76 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 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. Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899EJ4A Truss Truss Type Qty Ply Centex-Orlando/1928-B & C/jsk/4-17-3 , F539O68:99HJ4 ENDJACK TRUSS 1 1e (optional) sal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiT k� ndustries,cInc. Tue Apr 22 16:26:37 2003 Page 1 -1-5-0 . 5-7-2 1-5-0 5-7-2 C Scale 1: 1. • 3.54 12 T1 B E B1 D 3x4 = 5-7-2 5-7-2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) 0.07 B-D >897 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.43 Vert(TL) 0.12 A >177 BCLL 0.0 Rep Stress Incr NO WB 0.00 . Horz(TL) 0.00 C n/a BCDL 10.0 Code FBC2001. (Matrix) 1st LC LL Min I/defl = 240 Weight: 19 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-7-2 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) B=212/0-11-5, D=202/Mechanical, C=-17/Mechanical Max Horz B=73(load case 2) Max UpliftB=-166(load case 2), D=-62(load case 3), C=-90(load case 2) Max Grav B=212(load case 1), D=202(load case 1), C=81(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-E=18, B-E=18, B-C=-5 BOT CHORD B-D=0 NOTES , (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCD L=6.Opsf; occupancy category ll; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and rightexposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 lb uplift at joint B, 62 lb uplift at joint D and 90 lb uplift at joint C. 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 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. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-E=-60.0 Trapezoidal Loads (plf) Vert: B=-6.8-to-D=-113.1 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899HJ4 JOO ICJ5 Truss Truss Type 53906899 JACK 4 11 3& f^i+fi Job Reference (optional) ,Inc., Burlington; N 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 4 n n Miami 3x4 = 4-10-3 4-10-3 4-11-11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 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 ILL Min I/defl = 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, 8=275/0-8-0, D=46/Mechanical Max Horz B=100(load case 5) Max UpliftC=-94(load case 5), B=-69(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-B=22, B-C=41 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 II; 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 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 ILUI I IVI Contractor/Job:1928 B &CRF ��d��C• Date�Req 04/24/2003 Draw No:53906�uvo�� 899CJ5 I' — Job Truss Truss Type Qty F7Ce—ntex-Orlando/l928-B& C/jsk/4-17-3 53906899 EJ7 JACK 14 a Job Reference o tional Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:38 2003 Paoe 1 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 1-n-n 3x4 = SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 7-0-0 Scale = 1:1: b-1 U-t! 6-10-8 7 010 0-1-8 CSI DEFL in (loc) Well PLATES GRIP TC 0.55 Vert(LL) n/a - n/a TL20 245/193 BC 0.20 Vert(TL) 0.17 A >93 WB 0.00 Horz(TL) -0.00 C n/a (Matrix) 1 st LC LL Min Well = 240 Weight: 23 lb BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT 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=137(load case 5) Max UpliftC= 135(load case 5), B=-62(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=61 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 ll; 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 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 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899EJ7 Job Truss Truss Type 7QtyIPlyECentex-Orlando/l928-B & C/js d4-17-3 53906899 HJ7 ENDJACK TRUSS r> eference o tional Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:38 2003 Page 1 i i -1-5-0 5-8-7 9-10-1 1-5-0 5-8-7 4-1-10 Scale =1:18. i r D H B 3x4 = 3.54 12 3x4 G W2 G 2x3 11 W1 F E 2x3 5-8-7 9-10-1 5-8-7 4-1-10 LOADI70.0Rep CING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLLes Increase 1.25 TC 0.37 Vert(LL) 0.02 F-G >999 TL20 245/193 TCDLber Increase 1.25 BC 0.39 Vert(TL) -0.06 F-G >999 BCLL Stress Incr NO WB 0.26 Horz(TL) 0.01 E n/a BCDLe FBC2001 (Matrix) 1 st LC LL Min I/defl = 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 No.3 REACTIONS (lb/size) B=428/0-11-5, E=403/Mechanical, D=222/Mechanical Max Horz B=163(load case 4) Max UpliftB=-194(load case 2), E=-36(load case 3), D=-148(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-H=18, B-H=18, B-C=-842, C-D=46 BOT CHORD B-G=781, F-G=781, E-F=0 WEBS C-G=169, C-F=-857 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed; MW FRS 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 194 lb uplift at joint B, 36 lb uplift at joint E and 148 lb uplift at joint D. 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 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: A-H=-60.0 Trapezoidal Loads (plf) Vert: B— 1.7-to-E=-49.5, H=-0.0-to-D=-148.5 l /w� Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899HJ7 ...w- yr 60-8-0r � �;�' � OF y v, a. 59-0-0 -8- i Q O z EJ7 _ c� EJ4 0 �J7 = = EJ4 PJ7 = m 4 \w EA J7 = tl F i f- H t- H F- t- EA IEJ7 = IEJ7 EJ4 0 0 o EJ4 N o EAA I o IEJ7 ul IEJ7 I o IEJ7 - U-) EJ7 IEJ7 I p�IdNlYIIWAIlIIIIIIOIA9QVIE'V1 ;I I o 0 N ' gIRS N O � 0 � � m Q ~ o m� co I o e 0 _ I 0 - W J � W 1.4j [DRA— BY: C /ECKED BY: v Pa Q J NZQ �x u7: arY�. q CU J It Pq X it 0.1>-I �t Pq CU N 14' / 6, 7' 6. 4' 4' ce iinq ahu 4 rance of 4 Inches around the air. handler per the State Energy code. All duct has an r=6 insulation value. 0 W i 0 X O. W zCO o W \ Pa Rating Z CAULK BETWEEN CONCRETE OR BUCK & B.W. 1-1/4" MIN` (BUCK WIDTH) EMBEDMENT ONE: BY WOOD BUCK BY WOODHERS WOOD MASONRY OPENING MAS•Y. OPENING BY OTHERS $Y OTHERS INSTALLATION ANCHOR . 3/16' DIA. TAPCON > - ONE BY WOOD R BUCK BY OTMr_ S CAULK BETWEEN STUCO WINDOW FLANGE BY ETHERS & WOOD BUCK 1-1/4' MIN. SHIM AS REQ'D. n c EMBEDMENT 1/4- MAX. RIGID VINYL (SEE NOTES) GLAZING BEAD (7.YP.) INSTALLATION ANCHOR , 3/16- DIA. TAPCON STUCCO SHIM AS REQ'D. - - ------- BY OTHERS I/4' MAX. GLASS (SEE NOTES). (TYP.)(SEE NOTES) PERIMETER CAULK BY OTHERS FLANGE TYPE. FLANGE TYPE WINDOW FRAME WINDOW FRAME.. JAMB CAULK BETWEEN o HEADER WINDOW FLANGE PERIMETER / RIGID VINYL & WOOD BUCK CAULK —/ GLAZING BEAD BY OTHERS W H. (TYP.) GLASS. (WI DOW (TYP.) (SEE NOTES) (WINDOW WIDTH) HEIGHT) B.H. (BUCK CAULK BETW%EN HEIGHT) WOOD BUCK . CAULK BETWEEN WINDOW MAS'Y..OPENING FLANGE & PRECAST SILL BY OTHERS W/ :VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. SECTION B— B FLANGE TYPE CONCRETE OR PERIMETER WINDOW. FRAME MASONRY OPENING CAULK SILL BY OTHERS f BY OTHERS . W.W. �r4 PRECAST SILL V Q a A r BY OTHERS A B C 0 NOTES: SECTION A -A 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE' SHIM STACK TO BE 1/4-. D E �y 2) WINDOW FRAME MATERIAL: ALUMINUM.ALLOY 6063. 7-A Y 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1 /4' INTO MASONRY OR CONCRETE.. �,r A 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH J B K B 0 , VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. �! 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. F G EXTERIOR OF WINDOW FLANGE. TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF TO 40PSF 41 PSF TO 70PSF 30PSF TO 4DPSF 41 PSF TO 70PSf SIZE SIZE t2. 18 1/8 x 25 B B F.G F,G F.G .. F,G 13 18 1/8 x 37 3/8 8 B B F,G . . F.G 14 18 1/8 x 49 5/8 B B F,G F.G 145 18 1/8 x 55 1/4 8 B F,G .. F.G 15 18 1/8 X 62 8 B 8 F.G F'G•H'1 16 18 1/8 X 71 .. 8 B F,G F.G,J,K 7 7 18 1/8 x 83 B e F,G F'G IH2 25 1/2 x 25 6 B F,G 1H3 25 1/2 X 37 3/8 8 8 F,G F,G G. H,1 1 H4 25 1/2 X 49 5/8 8 F,G F,G,H I 1H45 25 1/2 X 55 1/4 8 8 F.G 1H5 25 1/2 X 62. B 8 F,G F,G,H,I I H6 25 1/2 x 71 8 8 F,G,J,K F,G,J,K IH7 25 1/2 X 83 8 30 1/2 x 26 29 1/2 X 25 8 B 8 B F.G F,G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 B F G F,G.H,I 30 1/2 x 50 5/8 29 1/2 X 49 5/8 B 8 F G 30 1/2 x 56 1/4 29 1/2 X 55 1/4 B 8 F G F,G,H.I 30 1/2 x- 63 29 1/2 X 62 B B 8 F.G.H;I F,G,H.1 30 1/2 x 72 29 1/2 X 71 B B F,G,J, F,G,J,K 301 2 x84 291/2X83 8 22 36 X 25 B B 8 - F,G F,G 23 36 x 37 3/B 8 8 F,G F,G,H,1. 24 36 x 49 5/8 B 8 F,G F,G,H,I 245 1 36 x 55 t/4 8 B F;G H,I F•G•H•1 25 36 x 36 X 71 B 8 F,G.Ha D,E,F,G,H,i 26 27 36 x 83 g B F,G,J,K . F.,G,H,I,J,K 42 x 26 41 X 25 B 8 B B F,G F,G,H,I 42 x 38 3/8 41 x 37 3/8 B B F,G F,G,H,i 42 x 50 5/8 41 X 49 5/8 8 B F,G,H.1 F,G,H,I 42 x 56 1/4 41 x 55 1/4 8 B F,G,H,I D,E,F,G,H,1 42 x 63 41 X 62 8 B F,G,H,1 D•E•F•G•H•1 42 x 72 41 X 71 41 X 83 8 B F,G,J.K F,G.H,t,J,K 42 x 84 48 x 26 47 X 25 B A,C F.G Tu F,G.H,1 48 x 38 a7 x 37 3/8 6 A.0 F G F,G,H.1 5/B a8 �x 50 5/8 a7 x a4 5/8 B A,C F,G,H,1 F,G H,1 48 x 56 1/4. 47 x 55 1/4 F,G,H,1 D,E,F,G,H,I 48 x 63 47 X 671 g A,C F,G,H,i D,E,F,G,H,1 48 x 72 47 X 83 8 F. JK AEFGHIJK 48 x 84 32 52 1/8 X 25 B A,C F. F,G F,G. H,1 33 52 1/8 x 37 3/8 B B A,C A,C F,G,H,1 F,G.HJ 34 52 1/3 X 49 5/8 52 1/8 X 55 1/4 B AC_ , F,G,H,1 D.E.F,G.H.1 345 35 52 t/8 X 62 B A,C F,G,H,1 F G H 1 D,E,F,G.H,I D:E,F,G,H,I 36 52 t/B x 71 52 t/B X 83 B 8 A.0 1 A,C F,G.J.K D.E,F,G,J,K.J,K + 37 + 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO•D. 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. �J 8). LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H WHERE TAPCON ANCHORS ARE :TO BE INSTALLED WHEN USING THE +� INTERNATIONAL, .INC EXTERIOR ELEVATION AS A KEY.3 FTITLE: DA EXTRUDERS 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON r SANFORD, FLORIDA ANCHOR SHOULD- BE FILLED WITH 18 SCREWS OF SUFFICIENT LTH. j` TO PROVIDE MIN. 5/8 IN- EMBEDMENT INTO WOOD BUCK.. r1 DE T A I L 10) FLORIDA EXTRUDERS 1.000 SERIES SINGLE HUNG IS SHOWN.. THIS PRINT ALSO. APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATION SGL. HUNG FLANGE w I rvDBwS — SERIES i 000 15�© &- 2000 SERIES' SINGLE-1—RUNGS. _ LY:B 11) WHEREWINDOW` IS INSTALLED IN .MASONRY OPENING WITH A DRAWN B APPROVED BY: STRUCTUAL TWO BY WOOD. BUCK, USE 10 SCREWS OF I� p j r.SUFFICIENT LENGTH TO ACHIEVE 1-3/8M►N. EMBEDMENT AT VIEWED FROM EXTERIOR a i= „ DATE: 1O/ O 1 SCALE: N T S DWG.: F L E X OO 1 6 + -r ALL INSTALLATION. FASTENER LOCATIONS. PREPARED BY: PRODUCT & -APPLICATION ENGINEERING. INC.: 250 INTERNATIONAL PKY., SUITE 250. HEATHROW. FLORK A-32746- PKONE. 407 805-0365 FAX 407 8G5-0366 L X 11; SPELL 1—#2 J_� mDE,Di `lN�: f _` _ Il•�i"''1^iL! ... \ TFt'"tNG S`aS .t - SEALANT Fj�T�ti r-s,; :;ESL i- '� l_'t, :t _Gi: - ----- �. - s -. i - . . MJLLIuhd El.' _ — r. /} :+ j l =X 17i rhL MUM DI �. PTI �` o A`.PKAA imi.t F i�: 1 u' vr��'K� i lr y r fjv r C ( !QN =i—A, _! �:_n , (' k;PPLlES yy C i ��! C ��LL W H IR i .X t "C i/f{J :! — h ) iUV n.. j : GOO S i. `uE� _ ; ME ; T vF.� < �iAM C7_ 'r J �, v ` i .ri� L _ #e .x i f_ S_i_f.. : s—lj�1S Ti1_LI ATT L;\ fY�.l�+,-Oi: qq ...� 1 SE. GiAPPING rr��_ ,I xS X .i C SLLr - X 1i �' S�-- - e ( SCRG V.I ANCHOR . '% f Fri - TAPPING SIMS SILL -Lip SEALAN �f '4T-NTJ-9\v'- FLANGES SEA' A-N BETWEEN ` �' S LAti! B_ W F-N TA%!••ING Sl`1S Q Fi r 1 � l WIND7W FLANGES l �— vl!NZL-t r LAiNGES M rLLIOt: G�;-1- ^JT _ i — — tF8 X 1-1'/'2 SELF f fl , __ 12 SE! __ — PRE— S SIL L -f F�-(�C_�:G $M.Ci . �d�,. 'i�i:a';SMS _ - I:4 -TA,IL -� - - µ; t-_lt l.c':!�C`'/ !ut :•.I :- _l/ V Z :A--' h_ J ! _1 ! i'J! d L1`f1 �" i i f _ .`� 41�llT !`FILL 4nj !? !iKS, WL-:E N R_i!jT. ti): ! _ _ ` G x' 1/� - / :l 4- X ._his/';.i _.p^ 4a TU;?F �f.,LL find /. t.� �hi✓L L1!..i i i i L i l ' ! ` [:E:t - - (_ - aU:+V J H. - [ice • � } _ t Is JAMB �F:, s JAMB 1 O EIE`At!0 IN ##2 X /% SEi f- x i/" SELF �, i. _V`rE Y�ii. _ 1��ii�l : L ` FLORLD'A EXTRUDERS INTERNATIONAL, INC SANFORD, FLORIDA' ir�+T �t / ` ` TITLE: .`/3C(CJ: 1 000/ i ✓iJ L\^i�iGLE �HLrT` 0 F E SEALANTDNS BETWEEN � �— EALA^!T DET-� EiJ — i Hr � � i �� ,Hr ~ ! C ❑F 2) r +./I�%DLjW FLANGES WINDOW � ! A�'yr S r., i � C_ �� — 3. MuLLIBti r N PPr SSUR k APAC T TI All `/ —J.� SELF - _ �_ #8 X 1— / J tELSIS T,AP'"` ` G SMj _� ; DRAWN BY: Plt ! ! APPROVED BY: \^��Ef ,`V —ri ' �`; 1^i. :1;€� — i %� i ��• r»ms+.'� f i ir% QrATV- a \ nwr- SIGN PRESSURE CAPACITIES SERIES 1000 & j,'JUU 11' APACITY FLANGE mmllkAL Ur- i CAPACIrY CAPACITY 1. C � f: l�� CAPACITY Ji'lil TY CAPACITY CAPACITY i CAPACITY CAPACIW___� WINDOW 1 CAPACITY WINDOW x2xl/8lX2XJ/8 CAPACITY !CAPACITY !lX2X3/8 i CAPACITY 1X2X3/8 I X2 7/16X1/BllX2 7/lf)XI/81IX2 7/16X3/8lX2 7/16X3/81 1X4Xl/8 - MULL 1 TUBE MULL TUBE lX4Xl/8 TUBE MULL lX4X3/8 JUBE MULL lX4X3/8 I TUBE MULL 2X4X3/8 i TUBE MULL CALL CA TIP -TO -TIP L :TUBE MULL TUBE MULL 4 ANCHORS I i TUBE MULL 2 ANCHORS i a TUBE MULL I TUBE MULL! TUBE MULL TUBE MULL! I 4 ANCHORS 1 2 ANCHORS i 4 AN 2 ANCHORS .4 ANCHO RS S 6 ANCHORSI 4 ANCHORS 6 ANCHO 4 ANCHOR RS -A(.9).! SECT. A-A(6) A-A(5) SECT. A SECT. A-A(6) 6 ANCHORS SECT. A-A(7) SIZE SIZE 2 ANCHORS ;SECT. A-A(l SECT. A-A(l) i SECT. A-A(2) SECT. A-A(-2) !SECT. A A(3) SECT. A-L(3)_ SECT. 1 19 1 /8 X 26 336.52 732.42 13,36.52, 1692.83 336.52 1732.42 !336 .52 1732.42 791.8 1 1187.72 i791.81 11187.72 1187.72 '740.20 12 !19 1/ 8 X 38 3/8 209.72 317.66 1429.5 5 '209.72 456.46 209.72 45 6.4 6 493.47 740.20 '493.47 1740.20 1539.12 13 14 9 1/8 X 50. 5/8-, 131.23 1 13123 .209.72 177.46 152.75 1193.92 152.75 ---- :271.83 i 359.4 1, ;'539.12 359.41 539.12 v 1479.33 145 1/8 x 56 114, 94.13 .94.13 127.29 127.29 i 135.81 139.09 1135.81 194.97 1319.55 1460.17 319.55 f479.33 i 15 119 19 1/8 X 63 65.97 65.97 l 892r . . 18921 97.48 97.48 119.85 136.64 282.02 423.03 282.02 423.03 19 1/8 X 72 43.49 43.49 158.81 58.81 64.27 64.27 it 90.09 f 90.09- '21 .2.62 212.62 296.98 296.98 365.75 16 17 19 1/8 X 84 's 26.96 126.96 36.45 36.45 !39.83 39.83 155.84 55.84 1131.79 131.79 184.08 t 184.08 294.03 Ll 26 1/2 X 26 1262.87 1572.13 262.87 1541.2 0 1262.87 572-13 262.8 7 572.13 k 618.52 927.78 618.52 - 1927.78 1927.78 H 2�1' lH2 T -157.93 1/2 X 38 3/&' 1239.21 57.93 323.48 157.93 i 343.74, 1157.93 343.74 1371.61 1557.41 i 1371.61 1557.41 i 1399.53 1557.41 1399.53 IH3 lH4 �6 �6 1/2 X 50 5/a 97.25 97.25 113.20 1 131,51 1113.20 i i 143.7 1 :113.20 1201.45 I 35 !266. 1399.53 1339.42 I 1 266.35 1353.55 I H45 �6 1/2 X 56 1/469.43 69.43 i 93.89 193.89 1100.17- 1102.59 100.17 143.81 235.70 235.70 f 353.5 5 !,310.65 1310.65 H FH 26 1/2 X 63 48.44 14844 65.51 R-5-5 1 171 .58 !71.58 - 188.01 :100.34 207.10 236.83 207.10 i 1H5 1 131.79 42.99 142.9 9 46.98 4 6=9 8 65.86 165.86 1155.44 11155.44 1217.1 1217.11 1267.38 1 lH6 26 1/2 X 72 31.79 X 84 19.62 26.53 26.53 28.99 !2899 140.64 140.64 195.93 195.93 1133.99 33.99 1214.02 IH7 2 2 26 1/2 19.62 37 X 26 216.75 37 X 2-6 !L3 471.75 1216, 75 471.75 216.75 --- 471.75 216.75 1471.75 1 J510 1765 ;510 - 765 1765 [:2 X 38 3/8 122.22 7 X 38 3/8 185.12 122.22 250.32 i 122.22 1266.00 1122.22 266.00 1287.57 11431.36 1287.57 431.36 14 31.36 23- 23 24 2 P7 7 X 5 0 5/8 73.3-4 07 X 50 5/8 173,34. 185.36 99.17 1,85.36 1108.37 ;85.�6 151.91 1200.86 - 1301.29 i 200.86 301.29 245 7 X 56 1/4 51.97 1151.97 170.28 170.28 74.98 1176.79 174.98 107.65 176.43 254.07 176.43 264.64 -26464 37 X 63 36.01 i 36.01 48.70 148.70 53.2 153.21 165.43 74.59 '153.96 176.06 153.9 6 1230.94 1230.94 25 37 X 72 23.47 47 131.74 1131.74 34.69 354.69 _j 148.62 48.62 114.76 1114.76 1131.61 1160.30 1197.41 26 i 37 X 84 14.39 114.39 119.46 i 19.46 121.26_. 121 E .1-29.81 129.81 '70.36 170.36 :98.27 98.27 11569 27 53 1/8 X 26 1191. 61 1417.04 191.61 9 394.49 1.61--- 417.04. 4J 7. CY4 4g, 450.85 1191.61 1676.28 450.85 1676.28 1676.28 32 1/8 X 38 3/8-i'98.38 112 9.02 tj �98-38 __�l i201.51 98.38 -2 t 4.14. 2�4.14 !2tl.50 Al. 4 347.25 !231.50 1 347.25 � 34 �3 1/8 X 50 5/81 56.23 .65.45 76.04 65.45 83.09 -4 5 5 6.47 4.00 1231.01 1154.00 1133.48 1231.01 231.01 345 �3 1/8 X 56 114 39.32 T39.32 : 53.17 156.73 158. 10 i _96.71� 1133.48 192.22 1200.23 i 200.23 F53 1/8 X 63 126.92 126.92 36.40 36.40 .39.78 39.78 148.91 155.76 ltS.08 1131.60 1115.08 1172.63 172.63 35 17.34 123.45 123.45. :25.62 125.6.2 35.92 135.92 84.77 184.77 197.21 118.41 1145.82 36 53 1/8 X 72 17.34 15.53 21.77 121.77 51.39-71151.39 ;71.78 ... 71.78- 120.8 f 37 53 1/8 X 84 10.51 110.51 14.21 14.21 !15.53 SERIES 1-000 & 1500 FLANGE VERTICAL- INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA .MULLION DESIGN PRESSURE CAPACITIES =E: L. S uLl I r L _H 1,4 ul- SHEET 2 OF 2 VEE R T f-, T i IMI U LL F R, 100' -L _j 00 NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON FASTENERS REQUIRED AT EACH END. DRAWN BY: APPROVED BY: B) DESIGN PRESSURES GIVEN ARE FOR 1.5 X DATE u! DWG.: 1- V M P I 2 INSTALLATION ANCHOR �— DOOR wIDTk /4' MAX. SHIM SPACE INSTALLATION8R ANCHOR SHIM AS RE'Q'D #8 SCREW. TWO BY WOOD st8 SCREW SHEATHING (SEE NOTES) i-I/8 MIN. BY OTHERS TWO BY, WOOD BY OTHERS By BY OTHERS CAULK BETWEEN TWO BY WOOD DOOR FLANGE SLIDING GLASS 8 SHEATHING JAMB HOOK STRIP b BY OTHERS DOOR FRAME CAULK BETWEEN SHEATHING SLIDING GLASS DOOR HOOK STRIP SHIM AS REQ'D. 1/4' MAX: (SEE NOTES) SHIM SPACE rl INSTALLATION ANCHOR I—I/8' MIN. #8 SCREW EMBEDMENT 1-1/8' MIN. EMBEDMENT TEMPERED GLASS STUCCO (TYP.) CAULK BETWEEN OR SIDING -_ D❑OR FLANGE BY OTHERS c 8 SHEATHING SLIDING GLASS DOOR FRAME HEAD PERIMETER SHEATHING CAULK BY BY'❑THERS OTHERS. SHEATHING PERIMETER BY"❑THERS CAULK BY TEMPERED GLASS OTHERS STUCCO (TYP.) STUCCO OR SIDING TEMPERED OR SIDING BY OTHERS GLASS CTYP.) BY OTHERS SLIDING GLASS DOOR j ' „ �« :r- A V INTERLOCK r r ' T ,w it , P� - - F 1, �u .� , :.. .I DOOR HEIGHT T:,,; �_:. SECTION B-B Y/l�l �`I r HOOK STRIP DETAIL t o I r?14 k _ _ q rkkLA� Tr i # ca N�-` 1) DOOR MATERIAL: ALUMINUM ALLOY 6063. 2) u8 INSTALLATION SCREWS MUST BE OF SUFFICIENT. LENGTH TO ACHIEVE MIN. EMBEDMENT . - OF 1-1/8- 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 S.ANCHOR 'CHART .ONBACK OF THIS SHEET. - - _ - 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD `R" JAMBS. . 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR: SLIDING GLASS / _ 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 CLDSEST BrPASS DOOR SIZE'b CONFIGURATION TO FINISHED OPENING.. DOOR FRAME PLACE INSTALLATION ANCHORS;. IN. FRONT OF HOOK .STRIP AS SHOWN . SILL B B 8) GLASS THICKNESS MAY VARY -PER REQUIREMENTS OF ASTM E1360 GLASS CHARTS.. 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS INSINGLEGLAZED OR INSULATING GLASS. . D a 10> JAMB / SILL CORNERS ARE TO BE SEALED WITH.A SMALL JOINT SEAM SEALER. - - 11) SHIM AS REQ'D. AT EA. SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE -SHIM STACK TO BE I/4'. 12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. q - 13) WHERE 'X' REPRESENTS MOVING PANEL AND -0- REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK. OF -THIS SHEET. i 14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON -THIS DRAWING, HOWEVER INSTALLATION EXTERIOR ELEVATION ` SECTIONS 'A A', 'B-B' b,HDOK STRIP DETAIL APPLY TO INSTALLATION Of ALL APPROVED D EMBEDMENT CONFIGURATIONS. a n 1-1/4' MIN. 2 PANEL DOOR SHOWN 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 .SERIES. Q n p REV DESCRIPTION DATE INI EXTRUDERS LIBERALLY_ APPLY FLORID A INT.. INC. SANF.ORD FL. CAULKING UNDER SILL OR:SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' .DIA. TAPC❑N TITLE: SLIDING GLASS DOOR INSTALLATIDN WITH #8 SCREWS SECTION A -A DRAWN BY BB APPROVED BY: F 2002 ATE: 12/I7/01 SCALE: PETS DWG #fLEX0027 SHT I OF A, 32746, 40Y-805-0?b5 FAX 40?-605-0366 ooronorn nv. aonnitrT c nca�icAT10N ENGENEERING. INC., 250 INTERNATIONAL PKWY., SUITE 250, HEATHROw, FLORID #8 SCREW INSTALLATION ANCHOR CHART NOMINAL DOOR QUANTITIES IN HEAD & SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP DOOR UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO SIZE AND SIZE CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 XX, OX, X❑ 48 X 80 6 6 6 8 8 8 4 4 4 4 5068 XX, OX, XO 60 X 80 6 6 6 8 8 8 8 8' 4 4 4 4 4 6068 XX, OX, X❑ 72 X 80 8 8 8 8 4 8068 XX, Ox, xO 96 X 80 10 10 10 8 8 8 4 4 10068 XX, OX XO 120 X 80 12 12 12 8 8 8 4 4 5 4 5. 5080 XX, ❑X. XD 60 X 96 6 6 6 10 10 10 5 5 6080 XX, OX, XO 72 - X 96 8 8 8 10 10 10" 5 5 5 8060 XX, OX, XO 96 X 96 10 10 10 10 10 10 5 5 10080 XXI DX XD 120 X 96 12 12 I2 10 10 10 5 5 5 50100 XX, DX, XO 60 X 120 6 6 6 12 12 12 6' 6 6 60100 XX, ❑X, XO 72 X 120 8 8 8 12 12 12 6 6 7 80100 XX DX XO 96 X 120 0 0 12 12 12 6 7 8 9068 OX❑ 109 1/8 X 8Q 12 12 12 8 8 8 4 4 4 12068 OXO 145 1/8 X 80 ' 14, 14 14 8 8 8 4 4 4 15068 OXO 181 1/8 X 80 16-: 16 16 8 8 8 4 4 4 9080 ❑XD 109 1/8 96 12 12 12 10 10 10 5 5 5 12080 ❑XD 145 1/8 6 119 14 14 14 10 10 10 5 5. 5 15080 ❑XD 181 1/8 96 16 16 16 10 10 10 5 5 5 90100 Dx❑ 109 i/8 X r20 12 12 12 i2 12 12 5 7 8 120100 OXO 145 1/8- X 120 14 14 ' 14 12 12 12 5 7 8 9068 XXX 106�5/8 X 80 12 12 I2 8 8 8 4 4 4, 12068 XXX 142 5/8 X 80 14 14 14 8 8 8 4 4 4 15068 XXX 178 5/8 X 80 16 16 16 8 8 8 4 4 4 9080 XXX 106 5/8 X 96 12 12 12 10 10 10 5 5 5 12080 XXX 142 5/8 X 96 14 14 14 10 10 10 5 5 5 15080 XXX 178 5/8 X 96 16 16 1.6 10 10 10 5 5• 5 90100 XXX 106 5/8 X 120_ 12 12 12 12 12 12 6 7 8 120100 XXX 142 5/8 X 120 4 4 4 12 .12 12 6 7 8 10068 ❑xxo 119 5/8 X 80 12 12 12 8 8 8 4 4 4 12068 DXXD 143 5/8 X 80 14 14 14 8 8 8 4 4 4 16068 DXXD 191 5/8 X 80 18 18 18 8 8 8 4 4 4 10080 ❑XXD 119 5/8 X 96 12 12 12 10 10 1 12080 DXXD 143 5/8 X 96 .14 .14 14 10 10 1.0 5 5 5 16080 Oxxo 191 5/8 X 96 18 18 18 10 10 10 5 5 5 100100 OxXD 119 5/8 X 120 12 12 12 12 12 12 6 7 8 120100 OXXO 143 5/8 X 120 14 14 14. 12 12 12 6 7 8 160100 ❑XXD 191 5/8 X 120 18 18 19 12 12 12 6 7 8 10068 XXXX 11 1/4 X 12 12 12 8 4 4 4 12068 XXXX 141 1/4 X 80 14 14 14. 8 8 8 4 4 4 16068 XXXX 169 1/4 X 80 16 16 16 8 8 8 4 4 4 10080 XXXX 11 1/4 X 96 12 12 12 10 14 10 5 5 5 12080 XXXX 141- 1/4 X 96 14 14 14 10 10 10 5 5 5 1.6080 XXX-X 189 -1/4 X 96 16 16 10 10 10 5 5 5 -i00100 XXXX 117 1/4' X 120 .16 72 12 12 12 12 12 5 7 .8 120100 XXXX 141 1/4 X 120 14 14 14 12 12 12 5 7 8 160100 XXXX 189 1/4 X 120 16 16 19 12 12 12 5 7 - - m 3 , 0 6 0 FLORIDA EXTRUDERS INT. IN. SANFORD, 'FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH AfQ SCREWS i ' Y Er4GINEER! I DRN, B B DATE- 12 / 21 / 01 ENING W/TWO BY WOOD BUCK USE SAME ANCHOR QUANTITIES. DISCIPLINE: CIVIL SC"LE' 'N.T.S. DvG "a FLEX0027 t ' sr.. FL. REG. ND d 71 R� REV. LETTER: SHEET,' nr GENEFZAL NOTES I. DO NOT SCALE THESE 1:)RAININ65: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING WORK. 2. ON-51TE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPON51BILITY OF THE SUB -CONTRACTORS. EACH SUB -CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER QUE5TION5 PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS. i S. IT 15 THE INTENT THAT THESE DRAWIN65 BE IN CONFORMANCE WITH THE 2001 FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS (50VERNIN6 THE 51TE OF WORK. 4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE OF WORK. S. ALL 64"X22" AND B&"X24 PLANS ARE._DRAWN TO SCALE 1/4" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS NHICH ARE DRAWN TO 1/5" = 1'-0". ALL I'7XI1 PLANS ARE DRAWN TO THE SCALE 1/5" = 1'-0 EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO INV' = 1'-0". BASIG WIND SPEED = W M.P.H. (FASTEST MILE) 110 M.P.H. (3 SECOND GUST) WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATEGORY B APPLICABLE INTERNAL PRESSURE COEFFICIENT t 0.18 (INCLUDED IN DESIGN WIND LOAD) DESIGN WIND LOADS - WALLS = •22 , -IS PSF - ROOFS 420, -20 PSF (-30.PSF AT OVERHANGS) ORLANDOPIVISION SIHEET EX SHEET NO. SHEET NAME C - COVER SHEET Al - FOUNDATION PLAN, FOUNDATION DETAILS A2 - FLOOR PLAN, INTERIOR ELEVATIONS A3 - EXTERIOR ELEVATIONS, TRUSS LAYOUT A3.1 - STRAPPING SCHEDULE A4 - ELECTRICAL/HVAC PLAN, RISER DIAGRAMS A5 - LINTEL DIAGRAM, LINTEL LOAD TABLES S1 - STRUCTURAL DETAILS S2 - STRUCTURAL DETAILS SP - STRUCTURAL DETAILS FOR OPT. CVD. PORCH VANGARD & WRRISAME ENGINEERED BY: Fox& JACOBS ENGINEERING HoMEs I— W�. I w JL 01 C L {— Se.a I w i _1 6� < co fit �. cr) s w o dbeama eY ni+ aea� o�-a2-0� AP 0 8 2004 sheet C i of gwo."IL".WoorSH _ffiff_ OVER TREATED COMPACTED FILL _Cuu .-j 2 f 5 BARS LPL r,"\MONOLITHIC SLAB - CMU �iqNE STORY W FIBERMESH ZWND, STUDS 0 16' D.C. 8��6 MR..SrA BARRIER P.T. BOTTOM PLATE �' AB. W/ .0. OVER TREATED COMPACTED FILL 32' O/C A "0' 32' O/C GRADE �mv 2 0 5 BARS MONOLITHIC SLAB FRAME ONE STORY SLAB WAIBERMESH NON LOAD ORG, WALL vAL MIL VAPOR BARRIER 3�/2' 1 1 5 RE -BAR CONT. OVER TREATED COMPACTED FILL OVER 0 MIL 1 1 5 REBAR CONT. VAPOR BARRIER OVER 6 MIL I 111 5 RMAR CONT. OVER TREATED VAPOR BARRIER COMPACTED FMU OVER TREATED COMPACTED FILL L�� GRADE THICKENESLAB NON BEARING 1"�vDEPR�ESSED S�LAB DEPRESSED SLAB 0 ENTRY D - CONC. PATIOS NON BEARM SHOWER NON BEARINGO GARAGE MIN. LAP CORNER BAR MIR 94" LAP • 5 �151AR, B(0x8 LINTEL FILLED tV el/ STD. HOOK . . .... .... 5 coffr. 111 5 HORIZ. W J CXA-V-. FILLED TOP COURSE VERTrAL REBAR w/I - 5 SEE PLAN CHAIR BLOCK LINTEL BEAM REINFORCING SINGLE COURSE LINTEL CHAIR BLOCK UNDER FRAME 9 ANCHORAGE TAPCON: BLOCK TO EXT. FRAME SHEAR STRENGTH CONNECTIONSPACING)I (Typ - SHEAR STRENGTH ANCHOR ANCHOR I LIGHTWE GHT TAPCON: 3/1 6. 0 C. DIA. EMBEDMENT HOLLOWBLOCK EXP. BOLT: 1/2- 0 48* D.C. 3/16- 1-1/2' /2 -"1 846 LBS. 1/4- 1075 LBS.. J-BOLT: 1/2' 0 48" O.C. X TEST REPORT 1 150720068/ PROFESSIONAL SERVICE INDUSTRIES,INC.SEE MFG. SPECS. OR F BIT SIZES & TECHNICAL INFORMATION EXPANSION BOLTS: RAWLS I PRODUCT LOCA71ON EMBED IA- MIN. EDGE ALLOWABLE ALLOWABLE DEPTH DISTANCE PULLOUT SHEAR RAWL-BOLT GROUTED MASONRY 2.5* 11/2' 1 1.5" 761 LBS. 1765 LBS. RAWL-BOLT CONCRETE 3- 11/2* 1 2.5' 1831 LOS. 2537 LBS. DETAIL DENOTES PIPE PASSWS THROUGH STEM WALL DETAIL DENOTES PIFf SLEEVE SHALL BE PAS$1146, THROUGH F04 2 SIZES LAFrER THAN GROUTED SOLID PIPE PASSING THROUGH al. AROUND PIPE 2 SLEEVE Pi SEE FOUNDATION I FOR MBAR CALANTITY y -5 REBAR UTHIN FOOTW. -'-_l,"-,',�'tC,0l� FOOTER W1 25' MIN. SPLICE OVEMLAP (SEE FOUNDATION PLAN FOR SIZE) TYPICAL FOOTING DETAIL MONOLITHIC FOUNDATION DETAILS MAXIMUM 51"Ar-ING OF FILLED FELL UNSFa3UTM CELLS THAT CAN RESIST A IM M.P.H. LOAD DESIGN "ALL PfaMSURE T = 22 PSF MAXIMUM ALLOWABLE TEN51EIN [IN HOLLOW CORE UNITS IS 25 P.S.I. - AF-J. SEP TABLE UJ SECTION PROPEWTIES W PARTIALLY EI;MTED WALL = 95.43' &AASONARY STRICTURES AE.1) H . .1-1 /a. S = W-L-L>02/ 8)Cr = 91-43.1 = K3.4 FT. LSE &-0' HORJZ. SPACING - 9-4' CEILINS, MAX (FS = I-V LEE r,'-D* HEIRtZ. SPACFNIE. - 10'-D* TO f2-W CEILINIZ. MAX USE HDIaZ. SPACRIE; - 127-8" TO &W CEILING MAX 4 AEM LINTEL t-V (1) 05 COW. 6 9-4' W.T. (-/- 8") THISST13r_llF,,E 'LA,5 IEIEE413L-� TO MEET 13R EXCEED THE 193 MPA 3 SEC13M &ISTS "NO LOAD FZIEGLIF!E15 13F THE FLEIRI13A ElUILEIINS. r 2001. W EC OPTIONAL 36* X 42' X 4"CONE.- PAII �]B* X 42* X )TING CONE. PAD- EEVE SHALL BE 51ZE5 LARSEP, THAN �E PASS11-Y, TWFROLJG14 'I4ICIKMT4ED FLAB UNDER - -------------VARIES �-_+_PFLP /'Ttorp, ft-j CCNMMTIO - — — — — — — — — — — — — — — — — — — — — — — — — -- — — - - \ THRES4 G FOUNDATION 51-66 NOtEi 5 V2' 00W_:•SLAB m/FI5MZME=SH LAV OVER 6 MIL VAPOR 5A4RPUM ON GLEAN, MS-L COWAV_Tw TERMm- Resi5TANT TREATED FILL OR OPT. 0 'RECRUIT 2' SYSTEM CTYF) LAV 1 \\ O 4-\k4- OVSE To VPNUENSER 20'-3 5/16' - - - T L -----------------fir- _Z4. 1 VARIES TO C Ono c� GARAGE FOUNDATION PLAN 'a V4*-I'-O* NOTE: DOUBLE LINTEL u CABLE END OETAJL SHEET 52 ELEVATION 'A' ONLY EXTEND FTC.' 4' W45% - v OvC 201-0 3/4' FMCE56 AT GARAGE 6GARAGE—S z MOM "& 4 V/S% • r o/C 20'-C 3/4' L .11 1 — — — — — — — — — — — — — — — — — — — —r — gpPARTIAL FW. PLAN W a. et MONOLITHIC FOUNDATION PLANS NOTE, M " LINTEL 0 CABLE END BET.AdL SHEET 52 ELEVATIOWSi'A' 1 13' L rN 10'NT� L �2 I )!B G j J3'-4 [W-F vr PATIO PEC40 - U) z -j- a- _j W Z 0 loz 6 F 0 z < F 00< z 0 Z) z 0 0Z) L.L ILL ILL w 0 OR v— Id ddm 011-22-011 sheet Al Of., a J o a 9 KITCHEN A KITCHEN B SCALE- '14' .r-o' SCALE- 114•.I'-V 0 erteel .o o in a KITCHEN G BATH D SCALE- 1/4'.r-o' SCALE- 1/4'-r-o' 6 LIUHT STRIP AT OPT. VANITY \� 's E � Y _ _ OO 1I8 BATH E SCALE- V4•.r-o• ^ INTERIOR ELEVATIONS • V4'•1'-0' 716;41 LAT e cIF p d-RJA -Lill 0 a, FLAT e e BATH I W FLAT OPT. NER v4•.ra L J " TILE aY 3._ - " OlfFIREPL. INTER. ELEV. �M 15G. OPTIONS ILL fTl%=%lUL OPOO /EADEW TO ee PMWE f' x le" IN.EEe NOTE SEE FOUNDATION PLAN FOR FILLED CELL LOCATION. I I I I I I ll I eo• ..Pr. cw ruLL NOTE. A��RME 1"1/"Lt9 ro Be 9 V2° U18-E59 OTT82WI88 NOTW AREA OALOULATIO IST FLR LI AN6: 1928 5F SI/rirl�AN� 6ARA&E: 426 5F E OINEERINO COVERED ENTRY: 2-1 5F TOTAL: 2381 SF � OPT. XIO'O TIQ °f'roM LOCA" I . b'8X6'O ATIO x r-n• -b _ b•- (2) 255H (+2V -26I RIRESS - 4, � (2) (+ZV -25) _ 6ax6'8 sJG.n. ti {.ZI/ -231 k' 5 511 t Z LI r M. BEDROOM r_6 GREAT OM 3i4• " II � e• Fur C ---1 e• Fur � � � 111 R to NOTE: SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS -TO -TRUSS CONNECTORS j ,00F TRU-% ANCHORAGE: SEE POST --- NOTE. I ON I.t AND .'I- PLANS I) USE (1) TYPE 'C" (OR MiERO4ANr BLE TIE) FOR TRUSS TO FRAME . PNLELINATIC EDUNALEM MAY BE SUBSTITUTED WALL OR BEAM CCWNECTION UNLESS NOTED "OT ERWISE (UNDJ FOR HAND NAIL DESIGNATIONS" 2) USE (1) TYPE 'A" (OR I7TERCNMYsABLE TIE) FOR TRUSS TO BLOCK WALL CONNECTION (UNOJ NAIL VALUES: 3) USE-EkIA06-N (OR INTERWA GEABLE TIEXOR ALL JOIST HANGER COPNNEGTIONS (UNO) BASED ON'' NATIONAL DESGN-SPECFICATIONS 4) USE (3) Ibd OR (3)131 x 3 1/4" PASELODE CAN NAIL TO FASTEN JACK FOR WOOD CCNSTTd1GTION FROM TO NIP GIRDER, (TM) TABLE 8Ec - 'NAILS AND SPINS - S) GAN3LE TRU89E8 REOUIRE (V TYPE "A" OR (U TYPE •C' STRAP AT LATERAL LOAD DESIGN. VALUE8' 48. O/C FROH CENTER CF TIaxw NAIL SHEAR VALUE (NxJ 6) ALL: STUDS BELOW, GIRDER TRESSES SFW:L BE EMER CONNECTED - 8d103. w 8R1P80N'SP4 STRAPS TOP AND BOTTQH IN ADDITION TO OTHER I6d pg.. STRAPP.ING ON 801ILARLY, 4X4 POSTS REQURE-(2)-8P4's ON 45- EACH END. 4X6 POSTSPLANE., REQUIRE l3)-SP44'01,1 EAcmittD. �) BOttCH HALF OF MTSK TMMISTRAPS SHNALL BE EITHER NEATLY WRAN 41 UNDER DOUBLE TOP PLATE OR NEATLY FASTENED TO VERTICAL STUD OR POST DEFENDING ON ALGNMENT OF GIRDER AND STUDS OR POST BELOU - 40-0-0 i ROOF TRUSS LAYOUT 'B' 4 'C' N 0 LD [:LSTA-30 'D• STRAP f e zx (3) TAPCONS (TYPJ HALF COLUMN DETAIL HALF COLUMN DETAIL 0- LOADING: FIBERGLASS SHINGLES SCALE: NTS MEAN HEIGHT: 15'-0" WIND SPEED: 100 M.P.H. SPACING: 24" O.C. DESIGN BY: CM DRAWN BY: KSB 8-0-0 PLATE HT TC ENE: 20 psf TC DEAD: 7 psf BC LIVE: 0 psf BC DEAD: 10 psf • C44I1 TOTAL: 37 psf Ct DUR FAC: 1.25 0 SCALE+ N.T.B. _ (P) � FINISH ON CMU 2ETE 13LOCK EXT. (YP) 0 BAND (TYPJ SCALE: 1/4• • 1'-0" 001-IF'081TE RIGHT SIDE ELEVATION 6CALE: 1/8" . I'-0' 0 0 OFF RIDGE VENT CV EKT E I TEXTURED E I FINISH (TYPJ -------- � ----------------------- LEFT SIDE ELEVATION SCALE: 1/8' . I'-0' ROOP PITCH (----, a o i 5� OFF RIDGE VENT COMI'08RE SHINGLES i i TEXTUIRED o Er FLUSH (TYPJ a REAR ELEVATION SCALE: 1/4' . r-v PEY m/ FIREPL. U0 Z � 00 W (/) J (n W ly I.- W ~ F.- L - W 0 I— LL W p a" OH. • GABLES (TYPJ LJ:. Q co r y + N N c0ci� sheet A3-C g 4 LOAD TABLE EL W& QUANTI IT EQUIEMICONDUCTOR 2 1 RANGE 40A 2/P 8 ivow 2 I DRYER 30A 2/P 10 51600 I PLNUA54ER 20A VP E 1;00 1 RRATOR 20A VP 12 540 I DISPOSAL. 10A VP 12 540 I i WA%ER 10A VP 12 Sw 2 2 SMALL APPLIANCE 20A VP 12 30M b b 1 GENERAL LIGWING 15A VP 14 5" I I GARAGE DOOR OPENER 15A VP 14 600 b PADDLE FANS (Ib) 14 500 SIB-TOTAL(WATTS) 30230 I SL 100W WATTS AT W % 100W WATTS REMAINDER 40% 6016 WATTS A.C. 30W WATTS TOTAL 30W WATTS 21,152-240 WATTS TOTAL LOAD AMPS 88.13 AMPS SERVICE SIZE 150 AMPS 2 / 0 SER'CABLE METER O RANGE 65 W0 150 A MLO DRYER 10/3 W5 04 BARE PANEL SMALL APP, 12/2 W9 CW, L614TING CIR 14n4 M TO PPL TRANS 8" GROUND ROD 14128 ELECTRICAL RISER DIA6✓150 A 4 WIRE SERVICE 0 KTS. 2• VJR 2' VTR _ 1 Vl' 1 V!• LAv LAV 2' YIR 2 y� 3• 3• 2, To 2. SH 3• WtU WV 2• LAVI.VY 3' K5: 3 3- MIA 2' 2• 3' i• LLIC. 3' Y Im 3• 1926 PLUMBIN6 RISER VIA& 110 ® KTS. ELECTRICAL LESEND 0= DLIF D RETEPTACIE �w CROUM RAUEY R Xft AN7W PRWF -0/V TETEVoM OURET mo V n PII P/lp� mnxT n J A/C oISLOM+ ® EKNADST FAY -� SYTd -{] Pe POWTR BUTICN �R • 4 MY m DOOR BBL • 3 MT 3WNCN Q �' RIG110ESCAMT WIT UH DOORBELL CMYES RECESSED UONT ® WOKE DETECTOR. CLO. MOUNT 'Y VAPOR PROOF - SMOKE DETECTOR WALL YOUW SR4EOTED OTRPT RRICOON ROJf F-A--4 FLUORESCENT FDMJK ® E!_ETPANEl ' V ROOD_ TJGN15 (�IlpCE41NG FAN PRIM 2x4 (4 81AB) WRAPPED nDORESCMT 40 X BY BJ FROM 30 TON 240V 1 P14 5 01W NOTE- SEE ATTACHED HVAC FOR ELECTRICAL PLAN CORRECT PLAN: DO NOT USE HVAC LAYOUT ON THIS SHEET � LL. Be d W RA J f� 'Qn co W N G � it Ii 3 a sheet A4 4A%—T- REWXXXX LINTEL SCHED. LENGTH TYPE COMMENTS F Il'-4" 8F12-IB/IT ALLIED LINTEL: A-13 '-6" 8FIB-IB/IT ALLIED -LINTEL: A-5 l'-B" 8FI6-1B/IT ALLIED LINTEL, A-5 L 4 l'-B" 8FIB-IB/IT ALLIED LINTEL: A-5 L 5 4'-6" 8FI6-0B/IT ALLIED LINTEL: A-3 L B l'-B" 8FIB-IB/IT ALLIED LINTEL: A-5 L l l' 6" BFIB-IB/IT ALLIED LINTEL: A-5 L 8 l'-6" 8FI6-IB/IT - ALLIED LINTEL: A-5 L 9 4'-6" 8FI6-013/IT ALLIED LINTEL: A-3 L 10 4'-B" 8FI6-OB/IT ALLIED LINTEL: A-3 L II 4'-B" 8FI6-OB/IT OPT. BAR. SVE- DR.; ALLIED: A-3 L 12 4'-B" 8RFI4-OB/IT ALLIED LINTEL: A-3 5 REBAR AT TOP MIN. (1) REGIV F. 1-1/I" CLEAR 3 mGROUT sz 5 REBAR AT BOTTOM F , FILLED WITH GROUT / U • UNFILLED A • • OF LINTEL CAVITY . BOTTOM REINFORCING QUANTITY OF S REBAR AT S/B"AC L PROVIDED IN LINTELBOTTOM OF LINTEL CAVITY (VARIES) B• NOMINAL WIDTH 8 F I6 - I R I T NOMINAL WIDTH) J LQUANTITY OF 5 NOMINAL HEIGHT REBAR AT TOP TYPE 11ESIBNATION 892-IB/IT 8RFI4-0B/IT8F{E,-lB/IT 8FI6-0B/IT LINTEL SECTIONS L8 L7 L6 L9 L10 L11 av7 LL n I E 9 Q a. �J O i ii " 1928 LINTEL DIAG. (GAR. LT.) �ANE SCALE: 1 /4"=1 /-0" "FUNG 6� .•EWOWNTI� APR 0 shmt A5 J NOTES: CAST. CRETE SAFE LOAD TABLES MATERIALS FOR GRAVITY, UPLIFT & LATERAL LOADS I. ft precast Intn_ls = 3`DO ppssi. 2 Ft prestressed Irdels = 6000 psi. ,� 3. ft w/ Ir grout = 30013 psi clxlnlm 3/8• - agate. 8„ PRECAST W/ 2 RECESS DOOR U-LINTELS 4, rorcretemasonry units (CMW per ASTM O w/ unman net area cnnipresslve strength = 1900 i. 5. Ret>=Ir' prwlded in precast Intel per AS7M A615 6RFO. Feld rebor per ASTM A615 GR40 or BREA]. S. Prestressrq strand per ASTM A41B grade 2l0 ION reFaxatldn. 1. 1/32,wtre per ASTM A510. 8 rprtcr per ASTM C210 type M or S. C-IENERAL NOTES 1. Provide full nlortar head and bed joints. 2. Share filled Intels as required. 3. Ihstallattoh of Intel must c3rtply with the architectural 17[ld/far strrCturol ddw.rugs. - 4 Lintels are "XAhUfact1J-ed with 5-1/2" long notches at the ends _ to mr-om iodote vertical cell renfarcng anal �qrrnrnrtrting. 5. All lintels Meet or exceed3fi LJO vertcol deffatlml; P><r�t lintels.. . Il'-4" and longer with o nominal height of 8" meet or exceed L/180. r3Bottom field aided re[zr to t>e lasted at the bottom C +-n GRAVITY LETtiTH TY� . .. BRIE erasie eaFo- 4'-4" (52') PRECAST 1489 1941 3053 29B2 3454 4929 5904 6680 mm 3412 4982 6412 1%4-1 9416 ca-z 4'-6' (54") PRECAST FM K49 2-62 2114 3600 4481 53-5 6264 r®2 342 4992 -,r.412 1941 9416 OBiB 5-8' i68) PRECAST Ti9 832 IBo2 1550 2058 2566 3015 35M 163 262 4014 64T2 65G 5514 6839 5'-10"CID) PR�AST -yS T19: 600 1449 1924 2400: 28- 352 IIm -'.%92M..M91 6412- -6% 54.0 64I1 6'-0' (80') PRECAST 822 9Ol 25Ta 3223 38,1214522 gal:g 4®0 6T30 BIT " 6101 (90") PRECAST 6Ea5 Tat :.19582451Z 4 315M 5492 6624 5132 9'$' (116) PRECAST 3y nil eat inla 1886 535 2114 MO 3595 2B15 of the Intel cavdy..: %1 "V32' dKxmIer wire stirrups are welded to the bottom steel for ' »..:�, _ mechanicat anchorage 8 PRECAST W/ 2 RECESS --DOOR U-LINTELS` 8. Cast-In-plc>ce rorcrete may be provided n romposite Intel n lieu of concrete masonry units. 9. Safe load ratxgs ba5etl on rational design onolysis per ACI 318 turd ACT 530 SAFE LOAD TABLE N❑TES I. All values Inked on minimum 4" Mang. Ex epti nl .Safe loads for unfilled Intels must be reduced try 20% if bearing l'T 6 less than 6-1/2". Safe loads far all -recessed lintels tried on romnal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the SPctun specified. 4. Safe loads based an grade 40 or grade 60 field rebar. 5. Additional lateral load capacity Clam be obtained try the designer try providing oddional reinforced 11lasarr-1 above the precast lintel. B. One #1 rebar MM be substituted for two n5 rebors In 8' lintels only. 1. The designer bray evaluate concentrated loads from the safe load tables b,i calculating the maximum resisting moment and shear at d-oway from the Fare of support. 8 For coin site lintel hea is not shown use safe load From next lower height UPLIFT LATERAL (52') PRECASTISB24e926oMi2496158M932 932 59 23393110 4008 -4850 55% (54) PRECAST rq24. IBM - 2311 30 3i31 41% -5511 1455 2240 3O3 31831 (68")PRECAST 1112 1% i 2423 30S 3s91 4325 5131 Sol 1132 r41 2351 2918 3603 4230 (10) PRECAST 11� 1142 2352 2965 SSW 4M8 469 %9 896 1099 289, 3491 gin . (8D') PRECAST T75 882 2513 30l 3ra42 - &301100 T70 956 250'1 3035 3563 C9O") PRECAST 6BB69T2280 111-99�2D42 Z1533221110 9M6B8 '849 22a2Fi90533' PRECAST 433 1_128 IT8(116") S16 6la 53 521 I'128 ZOAB 2a50 9. All safe loads in units of pounds per Imeor foot. *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS GRAVITY tEll', 111 8118 BF8-18 BEIz-® eEb-m 2'-10'04) PRECAST 2302 3w6 4a13t E034 M26 9004 Io412 IF9 366 4413 6039 -1525 g004, 113412 IRM 3'-b• (42') PRECAST 30 2302 33B 33-n 4689 EO01 1315 13637 9941 366 4413 6039 ISM 9004 93412 IFM 4'-0" (487) PREE-AST 2029 2925 24% 3461 41 5410., Ea3B4 1 MS3 2646 44-a Bo31 Ism 9004 awi2 was 4'-6' (54') PRECAST 1651 1181 1913 2EM 3403 4149 4896 5644 2110 4021 EC39 1526. 9004. 1a412 9668 5'-4' (64) PRECAST - 1184 I= L�1 1809 2311. 28M 333 3546 1665 2BB9. 5a51 -6096 5400-:6424 145o 5'-10'(10) PRECAST 912 woo Iasi I414. Iee9 2�a 2121 313i t459 '2464 4144 �5458 4431 5280 6122 6'-6' (18) PRECAST 931 - 1255 2im 3ma 2146 33s8 39 11 4585 IZ55 2101 339E2- -MG ' i134 8995 ;15M ego-) PRECAST '16l 1a29 ,:16T5`. 2385: : I994 .2439 ZBB6 3333-_ 1a29 :1615 2610 3PcT' .5596 fafi3 '1741' 9'-4" 012") PRECAST S13. 63z IO49 I4Ea9 00 1482 r154 2a2'1. Tay 1212 BIB '' 2544 .3469 40M 31n 10'-6YI26) PRECAST - 482.: Bog ea' 91s - n22 132 8: 153s 455 GM Oa IS4 2M 2114 330 2404 - 11'-4' (136') PRECAST 598 935 SM , t954 2355 Eve 20's 445 598 935 FEES 1654 2441 355 4044 12'-0"(144'} PRECAST 414 545 864 1254 1689 2014 15-0 1818 5551 864 R54 1693 Z21t 2832 3590 13'-4"(IGO) PRELAST 2 all 1M 102B a31 GM 1224 t418 8 8 % 4 0 2343 29920 14'-0Y1687 PRECAST 338 - 648 99 Ina W'2 1081 1260 45S -00 OM 625 rb4 2153 2566 14'$• 016). PRES -NR. raR r4z rrR -lit W Nit. MR 465 Tay -. 1310 2045 2511) 3185 3165 15'-4• 0841 PRESTRESSE N.R. ~R lax NR raR NR 1♦R NR 420 rags 1250 RES 23 M 283 340 I1'-4" (208')PRESTRE55E N.R: W 1R .Nit NR NR NR lit 30 530 950 1400' 18M 2270 26a0 19'-4' (232)PRESTRC-S N.R. WW MR WNR W W. 240 400 150 1090 1400 1120 2EM 21'-4" (256) PRESTRE N.R. MR NR. NR 1R MR NR _MR 183 _ 30 610 940 1340 1180 2110 22'-0"(264) PRESTRESSE N.R. 1R MR MR WNR MIR tit 1ra0 300 5-0 8-0 1250 166a 19M 24'-0"(288')PRKTRESSE N.R. tit tit MR MR MR tit fit 130- 240 4TJ 120 1030 1350 I6,0 .-, t-n UPLIFT LATERAL T.� LL9�6TH 8F8.1T BFlZ-1T BflGIT BI16 8F8 eFB- _ 2B- - PRECAST 2T212BlB410153321&/2'-IOY34') 2021 2121-Z7843iel5Na7M'M21 (42") PRECAST 2155 22SR 3250 42M r40101 6204 1192 1251 1251z165 2215 3165 Ma bo61 T73a18T319912B32358053B16245 4'-0' (48') PRECAST ia18 IDS ZF31 asm 5� 4 Guo 4'-6' (54") PRECAST 1EEO- 1162 25o1 32M 4n61 SSa 121 121 I6EO I105 2435 gull 3913 %SB 5406 5'-4" (6a') PRECAST 1393• 1484 2142 21M 33M 4Olo 4648 SO5 505 a393 m431 2aso: '.261D:1 3293' 3920 45a9 PRECAST 121T -r351 19i- '25M' 3084 3665 4241 418 418 -. 1212 13 5 IBl5. 2444 901a 35B3 4151 6'-b' 08) PRECAST "" 120o 1133. 225a zm 329a -.3812 YJ "l 881. IWI 1182 I[$4 2192 2T]3 3Q6 3732 ,1.'-6" (40')PRECAST - 9s9• 912 145 1914 2354 2Fl 3240 591 55l - 99a Y72'F "iiTi6 � :WEi9 �.il -`Zn9l- -3245 9'-4' (112) PRECAST "t• 62 �980 -1269 .1560 IB52 2" - 454 690 801 _755 i192 : 1�0 R10 ' 22T .2t 34 lo' Ei (125) PRECAST 116* 498 . 1R3 : KM :1261 1496 -1131 - 396 - 493 IS fill Io3i. 1389 - illl 2EM4 2EW II'-4` (136') PRECAST 6Er" 439 6% :' 849 1O4 1319 .66 363 556 r>66 535' 905. . CPS Is`IS . 1896 '2R8 12'-0*(144) PRECAST E01' 4011 Ea 816 IO01 lim '_FM 340 494 63 486 818 1514 a99 2r186 13'-4"(I6D) PRECAST 500• 340 532 BM 9-n !W 302 398 5?3 409 G82 1361 1631 1891 PRECAST 458s 316 49314'-0'(168') 54B31B r2l 1254 1%n 1816243 PRESTR�i£ 245 491 '124 8 -114'-8'(Il6) NR. 35l243352 582.. 1156 14'H 1142 - IS'-4'D84') PRIES 225 218 430 6T7. Sul 9a N.R. 321 228 329 542 191 Olt 13N - 1516 18 8 2% FIN 464 %1 6-0 n4 il'-4' (2087PRE5 188 216 449 649 a-K Ito 1389 N.R 255 19'-4' (2327 PRESTRESSE N.R. 204 zr-4'rz`�7PRKTRE. IGS 145 142 239 186 -212 383 218 336 5501 9% 411 136 433 figs 940 512 BOI 1160 590 993 N.R 112 22'-=647)PRKTRE56E 14a I80 26B 213 418 493 56B N.R. 161 131 201 322 45_1 1301 T11- qql 24' W288')PRKTRE 121 165 1 244 1 B12 390.. 44-1 515 NR. 135 124 186 1 240 1 408 S3B I U0 83 "`REDUCE VALUE BY 2596 FOR GRADE 40 FIELD REBAR KinT* I ALLIED LINTEL TALES MATERIALS a INSTALLATION I. reborn precast Intel GR60 per ASTM A615 2.'re ar in poured beam 6R40 per ASTM A615 3. Ft for precast lintels=4000psl 4. ft for Fieldconcrete=3000pst S. rorcrete mosor" units per ASTM C-90 mortar per ASTM C210, type M or 5 6. colculattons ay: RtUlard O. Newman, P.E., Riddle -Newnan. -Engineering Ira. -1. shore all composite lintels 4' OF- 8. all aampasite beams colculoted with 1*5 n t of .beam 9. sord loads based on nominal 8' beorvg (4" minimum). 1U. all loW5 shown in pounds per linear foot II. "for lenothes riot listed use next lager length For safe load FIELD REBAR #5 6R 40 W y IP U111. Q - CONCRETE FILL FIELD REBAR j 1S' n5 EIR 40 1-5/8•AC -, ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH 8"x8" UNFILLED 8"x8" FILLED 8"x12" FILLED 8"x16" FILLED 8"x20" FILLED 8"x24" FILLED 8"x28" FILLED 8'x32" FILLED A-1 2'10" BS49 62S1 10125 12000 12000 12000 12000 120130 A-2 316. 3838 3858 52ED 8552 11440 12000 12000 12000 A-3 4 b" 2081 1914 3361 4516 5186 1269 8601 9924 A-4 5110, 1128 10811 1810 2483 3336 3913 4631 - 5350 A-5 1'6' 902 1 1055 1844 2542 3294 4029 4190 5522 A-6 9'4' 656 E.M 1112 1534 1994 2436 2902 3346 A --I lob" 489 483 841 IflO 1-922 1851 2211 2556 A-8 11'4" 502 -612 1125 Ism 2002 2455 2931 3389 A-9 12'8" 421 488 900 1224 1604 1968 23BO 2-121A-10 13'4• 393 419 1l4 1053 FEIN 1692 2024 2341 A-11 140' 342 - -B 3- 590 935 1233 1510 1808 2091 A-12 14'8" 308 934 1 B18 842 - Iloa 1352 i624 1819 A-13 174"' 2-12 285 436 611 808 988 1188 1380 A-14 194• 250 395 4% 850 1138 1408 I698 1980 A-15 2013' 225 365 4l3 -184 1052 IMCI 19l0 183I - ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U"LINTELS LINTEL NO. LENGTH u"RLLED _ FLLED FILL D Fl1ED FILLED . nuED FILL D FILLED az8 FILLEDD A-'1 .. 210"- W96 - 3ISO :9194 lD00o IODoo ionbo IDOOLT IOOOO 44D8 A-2 - 3'6' 1835 t8'ffi -9445 f000o IOOoo Io000 tobou lodo0 2592 A-3 4Em" 1018 lost 4224 5900 8ZO3 9440 10000 loom 1415 A-4 59D' 5l5 603 238o 3319 43OD 5373 6166 1848 l-n A-5 lb" - 345 3'10 1421 '1918 2552 3514 -SE61 4600 651. A-E3 9'4" 228 252 934 1296 1665 2D59 2542 2341 423 - A-"1 106' '185 21.19 156 1049 1341 IE62 2025 2341 329 A-8 11'4• 303 333 652 . 9I'7 1110 1452 119 2028 A-9 12'8' 241 282 615 160 991 1232 1464 1595 = 1 A-111 154' 253 253 510 l03 892 1109 1903 AM A-11 14`0' 225 324 4-6 652 824 1028 IFG A-12 t4'8' 191420 442 6O9 --eq 955 u1% 1280A-IB Il'4' 145 35i483 Fa05 -155 842 crK84 308420 525 65l 115 826A-15 2DU' 114 296 405 504 5m 68O 186 t98 W J = 0,^ V! J z_ J gAr i 00 $E CN b O €g lift revisioi�' designed by- ti drawn br dime design rLeclmd 6y: aww da6e: 01-22-0i Stmet A5.1 Of: -GENERAL NOTES BHPY+LES OVER W FELT OVER'V16' O.SB. OR IR'COX WOOD TWISSES STRAPPED A6 SHOWN ON tRUSB GENERAL: - DO PT OVER Dm Cm OR CONT- ALUM FASCIA T LIVE LOADS: R_19 R48t1. - OVER 2X6 SUBFA5CIA ROOF: 20pef FLOOR: 40psf STAIR 40p.F W/ COW. ALUM 2. WAS SPEED tlOht" 3- cytnts 1/2, DRYWALL VENTED SOFFIT 3. ALL WORK TO BE IN ACCORDANCE WITH THE FJ3L. 2001 CHAPTER 16. OVER D 2 F IRRNG LINTEL BLOCK OVER R-5 N511- IWI.' 5 MAR FEEF43LASS R-19 NSUL SHRySLES. OVER 15• FELT OVER 1/I6' 055 OR I(L•.COX - WOOD TFZUSSES 61RAPPEO R/UVL AS SHOWN ON TR1/85 LAYOUT IM DRYW AL D12 PT. OVER tM CDR OVER 2X6 SUDFA6C(A FATE 7 VENTED SOFFIT DBIL. 2X0 HEADER FOR 4•-6' MAX OPENING, 4. ONLY WRITTEN CHAt4GES APPROVED BY THE ENGINEER SHALL 13E PERMITTED. WINDOW U4tt RE 6 T oR (1) - 5 R WNDOW Wrt FDOBRL yy52X MAX OPENING Uxo. CONCRETE 3_to•CR7G SLAB pp��CAST 3 C4*C SLAB OVER LATH L ALL WORK TO BE IN STRICT ACCORDANCE WITH THE ACI 318 QW15 R1ME5l( - CONK. SILL WA IBERI MESH OVER6• FELT OVER l/16. OVER 6 MIL OVER 6 MIL 055 OR N" CDX 2. MIX DESIGN CRITERIA: VAPOR BARRIER .MASONRY FINISH OVER VAPOR BARRIER 2X WOOD STUDS ALL CONCRETE TYPE (FYJRTLAND CEMENT.CAS1M G 60) OVER TREATED C-y CT'AU BLOCK Wi5 DOWELS OVER TREATED •.Ib'OL, UV R-A MSUA_. COMPRESSIVE STRENGTH • 28 DAYS SHALL 13E 2500 peY FOR C0WACTED FILL • SHOWN LOCATIONS S COMPACTED FILL 2X P.T. BM PLATE NJ ON FOUNDATION PLAN' p W/ 10" X W AB 32' OK_ SLABS AND FOOTINGBAND 3000 pet ELSEUkERE (UG) MAXA"XJ'1 tl1ATER-CEMENT RATIO BY.UIEKsNT FOLLGIU3: I - SPECIFIED NON -AIR AIR- - 3 ~ • 1 .' - b i. �ONCt � STRENGTH (pet) C�.ONCRETTEE CINED 2500 Oki 054 30M 05S 0.46 - SLUMP -SLAB ON GRADE - 5• OTHER 5" 2 • 5 EARS WATER - POTABLE - ..CHLORIDE - NONE 3. PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE-UAT14 THE RE4UIREMENTs AW WALL SECTION ® WINDOW - CMU OF ASTM C 33. ONE STORY 4. FIBERMESM FOR SLAB TO BE AT A RATIO OF 35 LBSJYARD. FOUNDATIONS L FOOTING DESIGN BASED ON MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 20M pet. 2. IF FOOTING ELEVATION OCCURS IN DISTURBEDtJNSTABLE OR UNSUITABLE THE, ENGINEER SHALL BE NOTIFIED AND NECESSARY. ADJUSTMENTS BE MADE PER HIS INSTRUCTIONS. 3. PREPARATION OF T14E 5UBGI A TO FOLLOW RECOMMENDATIONS AS OUTLINED IN THE GEOTECHNICAL REPORT. SOIL, 4. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (1) VERTICAL TO (2). HORIZONTAL 5. CAUTION SHALL BE USED WHEN OPERATING VIBRATORY COMPACTION EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE. MASONRY= i. DESIGN, MATERIAL AND WORKMANSHIP SMALL 13E N ACCORDANCE WITH THE Art STANDARD BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES Art 530/ACI 530J 2. CELLS INDICATED TO BE FILLED SHALL BE GROUTED WITH 3000 pet CONCRETE. (8- TO 10" SLUMP) 3. PROVIDE 25' LAP FOR STEEL . ALL LOCATIONS. - ALL CELLS ADJACENT TO COANER5 END OF SHEAR WALLS AND UNDER CONCENTRATED LOAD5 . - t 2 •5 BAR WALL SECTION - FRAME WB ONE STORY -MONOLITHIC LIMITING HEIGPT5 EXTERIOR *2. STUDS $a STUD MATMAL 1 Or- SPACING.... MAY, Lly SUE 51W MAT ER14L 4 O/C SPACING MAXHT. 2' X 4. SPRUCE, FIR 24' O/C V-4• 2' X 6' 6CUTHER4 PPE 24' ON µ'-V 2' X 4- SPRUCE, FIR 16' O/C v_,,r 2' X 6. 6OUTI ERN PINE I6" O/C tT-0• Y X 4' 8PRUCE, FIR 12' O/C W-8' Y X 6' SOMERN PUE 12" O/C W-S' 2' X 4' SOUTHERN PPE 24' O:C V-0' 2' X W SPRUCE, FIR 24' O/C tT-0' Y X 4' 8OUTIlERN PPF YW O/C 1'-0' 2' X 8' 5PR.M FIR 16. 0/C - 2t-0' 2' X 4' SOUTHERN PPE R' OTC U•-8' 2' X W SPRUCE, FIR 12' O/C - 24'-0' 2' X 6- SPRUCE, FIR 24' O/C B'-0' 7' X 8° 6CWHERI PPE 24. O/C W-4- 2' X '. SPRUCE, FIR *'O/C 16'-0" 1' X 8° 80UI1EFdJ PPE .0 2° X 6' 5PRUCE, FIR U' O/C 8' .. 2" X e' BCWVETa4 PPE v O/C 4- SMALL CONTAIN VERTICAL REINFORCING AND SHALL BE FILLED WITH CONCRETE. - - 5. CONCRETE BLOCKS SHALL COl•1FORM TO A5TM C-90 (25 DAY STRENGTH 2000 p.V Wf 1500 p-Q WOOD TRU55 STRAPPED LAID IN RUNNING BOND. Tr -Tr - 6, MORTAR SHALL BE TYPE N. 1. ALL RE -BARS SHALL BE GRADE 40 UNLE55 UN.O. WOOD : 1. ALL WOOD FRAMING AND PRE-ENGNEERED WOOD TRUSSES SHALL BE DESIGNED, DETAILED, AND FABRICATED IN -ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED INTHE LATEST EDITION OF T14E NATIONAL DESIGN SPECIFICATIONSFOR WOOD CONSTRUCTION. 2- THE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT THE DIMENSIONS AND LOADS INDICATED - ALL DESIGN SHALL BE N ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES ASSIGNED AND APPROVED BY THE BUILDING CODE DESIGN CALCULATIONS SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER ARE TO BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 3. PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES SHALL 13E PROVIDED AS REQUIRED BY THE TFM55 MANUFACTURER TM55 MANUFACTURER SHALL'PROVIDE STATEMENT THAT BOTTOM CHORD OF ROOF TRUSSES ARE BRACED DURING UPLIFT CONDITION. 4, FOR STRUCTURAL LUMBER PROVIDE THE FOLLOWING GRADE AND SPECIES: SOUTHEreN PINE SURFACES DRY USED AT IS% MAX M. C: GRADE NO2 OR SPRUCE PINE FIR SOUTH GRADE NOZ 5. PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF TIDE SIZE AND TYPE RECOMMENDED BY THE MANUFACTURER FOR EACH USE INCLUDING RECOMMENDED NAILS- (HUGHES CONNECTORS OR EQUIVALENT) 6- ALL BOLTS USED FOR WOOD CONSTRUCTION SHALL BE A MINIMUM OF 1/2' DIAMETER AND 6' N LENGTH (ASTM A-301) WITH MIN. 1 1/2" DIAM, WASHER UNGJ. - 1. PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACINGS SWOUN, OR IF NOT SHOWPL COMPLY WITH LIMITING STUD HEIGHTS CHART DO NOT SPLICE STRUCTURAL METMBERS 13ETZEEN SUPPORTS. WS EXTERIOR WALL SHEATHING NAILING PATTERN DETAIL FRAMING 9 24" O/C) FICOW,LASS R-19 PSI1L SHINGLESOVER I5' FELT OVER 1/16' OSB. OR V2' COX WOOD TRUSSES STRAPPED - bVTA, AS SFIOUN ON TRUSS LAYOUT In. DRYWALL DO P.T. OVER bm CDR OVER 2X6 5UBFASCIA k' DRYWA4LL OVER DO FURRRJG W/ COIN. ALUlt VENTED SOFFIT OVER R-5 NSIRATION 1ffTff LINTEL BLOCK uAM • 5 BAR AB U WiFIBERMESH OVER 6-MIL I MASONRY FINISH OVER DOWELS VAPOR BARRIER •" I 1 SHOWN LOCATIONS OVER TREATED FILL 9 CMU ON POL44DATION RAN. 9-vC 7,_L Nrm . 5 B �W2 be z . WALL SECTION - CMU WA ONE STORY-MONOLITHICg Ez. �Yr UYL 61W YS NA P4U.L STIbS / VENDER UW µ_Od NAILS - i I I, - ROOF FRe MM PE3 (DU CCI J OR CHART SCHEDULE FOR itd1S8 ST WtF'S) -DOUBLE TOP PLATE 1*' 060 OR CDX PLYWOOD EXTERIOR SHEATM,* NAILED UV d GALV.. 4' OL, 10EDGES MID U' Or- FIELD 2x4 P-T- WMJ_ STUD Wf TV IR• ?CIA ANCHOR BOLTS TO BLOCK ii IR' DIA x 8' ANCHOR BOLTS EMBED 6• MIN INTO FO MATICN UY 2•:0'1 V8' ` R5, LOCATED WTHN 6' OF EACH EFD AID32' OC. MAX ELSE10HEI7E 'U' STRAP EVERY -W UV 0-10d 2x4 P.T. BOTTOM PLATE OTHER STIR NAILS • BOTTOM OF PALL / WAMR STUDS TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS BLOCKING REQUIRED- PROVIDE 2X4 ESLOGKING IN THE FIRST THREE FRAMING SPACES AT 48" O.G. REMAINDER TO BE BLOCKED AT 96" O.C. OR RAT RUN. FASTENING: FASTEN FLOOR SHEATHING TO FRAMING W/ WITH Od COMMONS OR ed HOT DIPPED GALVANIZED NAILS AT THE FOLLOWING SPACING: KW FRAMING h STRAPPING 1) 6" ON CENTER AT ALL PANEL EDGE FRAMING 8. ANGt70R AND.NAILNG AS BF401WPL AND TO COMPLY UA7TN THE RECOMMENDED NAILNCs SCHEDULE FROM N A - vm-�i7 2) 12" �l CENTER AT ALL INTERI'1EDIATE FRAMING THE STANDARD BUILDING CODE, LATEST EDITION. - BLOCKING Is 40" O/C MAX. IN FIRST THREE $. .ROOF SHEATHING: - l/16• 060 O" COX ' - NOTE. IF A BLED DIAPHIRAGPt ZONE IS CALLED FOR CM ROOF FRAMING SPACES d 9C0 ° O.C. THEREFORE R 1/2" - a2_2X4 OP • P cw II '!�I■I■I�I■I■I� _ ' -WIN- i® DRAWINGS FOR NAILING PATTERNS_ - - -. :.. ' .. - }. . - ' , ;: _... -. PLAN PROVIDE 2x4 BLOCKING . ALL PLYUX)OD PAt4EL EDGES / t :..,_..:.'.00R . NAILS. 4. OL, FOR BLOCKED DIAPHRAGM ZONE FL 51RACIN6 AT. ENDWALLS. VERIFICATION OF FIELD CONDITIONS L CONTRACTOR SMALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS RELATIVE TO SAI"E. LL4✓ERE THERE ARE CONFLICTS BETIIEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED IN THE -DRAWINGS, SUCH CONDITIONS SMALL. BE CALLED TO. THE ARCHITECTS ATTENITIONN AND NECESSARY.ADJUSTMENT9 Ba NAILS AT 4'Or_ OR EOUALtVALEHT FNIEMATIC NAIL AT SUPPORTED EDGES AND 9 BLOCKING AND Q• CIL, FIELD FOR SHADED ARRAS OF ROOF 'N _ - ad NAILS AT 6" OZ. OR ECIIALNALENt PNUIEMATIC NAIL AT SUPPORTED EDGES AND 12. OL, FIELD FOR O1tER AREAS OF ROOF - PT. 2Xb PV VU' M4K'J' r BOLTS • �S" MA)C IW 6' / TRL:6 BXSXI6 C1M1L (TTPJ / MR E'IBED. (TYP) t I I I THESE REQURE MENTS APPLY LLF-N WINDOW( DOOR 1' M ACTURIFWS FASTENING METHOD IS NOT SPECIFIED. Idy MADE PER HIS INSTRUCTIONS. - . _..._::. BEARING ..........: .... 2. .. .._.. ...._ 2 FOR ANCHOR DOLTS USE HUGHES OR EQUIVALENT (A-36 OR A-301 STEEL) - - .. _ r - 3. PROVIDE 2X4 BLOCKING ON ALL SIDES OF THE RIDGE VENTS WITH 8d VIALS AT 4' ON CENTER _.: .W. TIP. el :.. 2 - 2X10 BEAM UNLESS OTHERWISE NOTED ON FLOOR PLAN 8' ANCHOR BOLT LINTEL BEAM W/I •5 BAR 4 _0• CMU WALL f,F M - 5EAM HNY�L PER PLAN eO e° G MBH MASONRY BEAM HANGER ROOF SHE NAILING RSN PA TERN DETAIL 4'-0" P.T. 2X6 PI/ VU" DM Sl BOLTS . 4W MAX PV 6' DETAIL: TYPICAL JAMB FASTENING ® OVERHEAD GARAGE DOOR PT IX BUCKS FOR WPIDOM AND DOORS U WE MANUFACTURERS. INSTALLATION INSTRUCTIONS. 2J ALL WINDOW. SHIMS MUST 15E PULL - WIDTH OF SASVL 'i -2X BUCKS FOR OANDOWB AND DOOR15 V INSTALL 3/16' DIAMETER SELF TAPPPL' a AlrIFYA. Fir4417 (IS) INCHES MAX U Al IIANDOIU SHIMS WIDTH OF 5AP44. TO INST � � J = 0 H F- JUZ0 ow ¢ L.L J W O W LL, 2 Q Z 'Znn'' V V revfafao:' - erc. , awels. dealglmd by.d drawn L_dmw design dlxlad by: awry -date: IM-22-01 sheet S1 DE PT 35 P% RATMCs) CHIMNEY 'AL-ft, p^- M v SLOP" 5ADDLE CRICKET MATCH ROOF SLOPE ALc.. \ `� 5APPLE CRICKET 9 CHIMI>lE`( TYF. DETAIL N.T.S. 055 SHEATNNG =. FLOOR PLAN a 2x4 CONTINUOUS - 2-2X4— I6" Ojr_ TA&I 086 _ 4 TOP PLATE EA SIDE (TYPJ OR 1/2• CD 2-2x4 TOP PLATE 2X4 STUDS / 1AS' OSB 16. O/C / OR 1/2• CDX PROVIDE 2x4 BLOCKING 2X4 DI . BRACE .. ✓ 2X4 STUDS 2X4 P.T. 16° O/C BOT, MA J-BOLTS AS SNCQN © EA. SIDE CTYPJ STRAP EA— STUC, WU/-B- HURRICANE - a"41— CLIP TO TOP - ..LQ 1 4 BOT. PLATE CM WALL \ WALL SECTION 4 FRONT ELEVATION BCD INTERIOR CHIMNEY DETAILS- CHIMNEY DETAIL ECD EXTERIOR CHIMNEY DETAILS CONNECTION NTs. E.W.T. 0 24. OC. �# CH 1/16, 05B OR I/2" CDX SADDLE _ P�DE2.4 • CONT. 2X4 NAIL C�CICET EA SIDE (TYPJ TO EACH TRU55 MEMBER W/4 .. GABLE Et ME NAILS GONT_2X4NAIL 10d TO EACH TRUSS MEMBER ROOF TRUSS PEIU.T. 0 24. O.C. CHI T/I6• SOLID CM. WALL ROOF TRUSS OSB OR 1/2. CDX FRAMING SECTION THRU CHIMNEY CH INTERIOR CHIMNEY CH ROOF SHEATHING. OVER TRUSSES (SEE NAILING ZONES) 2x4 LEDGER TO MATCH BOTTOM 2x4 LEDGER TO MATCH BOTTOM BAGKNAIL W/ (2) Ibd NAILS CHORD SLOPE OF SCISSOR TRUSS 2x4 ILOCKING'• 4B" OL. 2x4 BLOCKING 0 48' O.C. ATTACH TO WEBS UT14 CLUSTERS CHORD SLOPE OF SCISSOR TIa18971 OF (2) 10d NAILS 'L' BRACE ATTACH TO WEBS UTH CLUSTERS "L' BRACE ATTACHED UV 10d NAILS OF (2) Od NAILS ATTACHED W/ 10d NAILS • 4° O.C. TYPICAL s.4' OL. TYPICAL GABLE TRUSS BLEB / SECTION GABLE Tp15S WEB C BRACE TO EXTENDAT LEAST 5ECTION SINGLE `L' BRACE DETAIL (� 90% OF WEB LENGTH TH (SEE TABLE) DOUBLE "L' BRACE DETAIL GABLE TRUSS- SHEATHING GABLE TRLSS -- 2x4 SPRUCE OR BETTER StIPS5. ,1 A35 3'-0- O.C. TA(.GOX OR LATERAL BRACES " 4'-C' 2x4 SPRUCE OR BETTER VVt) - O.C. ATTACH (2) 166 TOENAILS LATERAL BRACES STRAP TIF'E O.C. ATTACH (2) ibd TOENAILS (48" OLJ IOd NAILS 10d NAILS o 4' OC. " 4. OC. '--10d NAILS " 4. OC. DOUBLE LINTEL GABLE END ,. 2x6 PT BILL LLI/ (U 5 IN EACH COURSE 2. DRYWALL NAILER - DOUBLE 2x4 . 5 VERT. BAR TOP PLATE I I - 1/16" OSB OR In- CDX I 2x4 DIAG. BRACE o 46' OC. W/ (4) 10d NAILS s EA END • FIRST. TWO BAYS i GABLE TRUSS I �10d NAILS • 4' OC, .: (SEE PLAN FOR LOCATION) '2x4 PANEL BLOCKING o4S° OC. NG - 401 0 - FOR THE L BLOCKING TYPICAL GABLE ATTACHMENT TYPICAL GABLE ATTACHMENT FROM HE Dim 2)16dAL ATTACHED uv n) 6d TOENAILS 1 DOUBLE LINTEL 0 GABLE END W/ (V 5 M EACH COURSE x 8• WEDGE TO CONCRETE END WALL TO WOOD FRAI KING END WALL GYPSWIWALL BOARD 24 AN,12' ANCHORS 32° O/C Nom, THIS INSTALLATION 18 IN ADDITION TO NQgx THIS INSTALLATION IS IN ADDITION TO RER BRACING OF TRUSS MANUFACTURER A s>=cT l oN 2,8 P.T. LEDGER BRACUKa REGAUREMM ENTS OF TFW55 MAFAGNG RE . - (U 5 VERT. BAR (SEE FOUNDATION PLAN - .FOR EXACT LOCATION) I ... E AN •A• STRAP " I - ,_ I -' ., ... . • " OR FOR1SO TEN UPLIFT ' OF MTSIb MR 10d NAILS MIN.' OF 3)I6• I" TRUSS STRAPS TO PEAT. TAPGONS TO 01) MAAFACIURER (SI1PSON) (EACH STRAP) TEACH STRAP) 0-131 1 1 4 132-1460 2 l 4 T14E HISSED FILLED CELLS CAN BE- REPAIRED BY EPDXY GROUTING (1)'5 IEBAR (SEE EPDXY PROPERTIES AND SPECIFICATIONS ' CON(::REStVE LIQUID LPL OR EQUIVALENT ") INTO BOND BEAM AND INTO THE FOOTING FOR ALL FILLED CELLS SHOWN ON PLANS BUT NOT FILLED IN THE FIELD PROVIDE 6° MIN EMBED AND 3/4"7 F101.E INTO - THE BOND BEAM AND THE FOOTING D BOTH TOP OF BOND BEN`( .. A PRE-ENGINEERED O,C 3STITUTED WOOD TRUSS 1P(TYP. UDN.) I6 STRAP PROVIDE 20 Ga. GALv. ------- ------ L - PROVIDE (A 48" TABLE. AND FLA51-1IJCs FOR TRUSS BOND BEAM W/ D (2 OC. PERT. AND (2) 5 _ SHOWN PROM - TO SfT ON PROVIDE 25' CV 5 CONT. BELOW EA POST INSTALL ALL SPLICES (TYP.) LOCATION FILL ALL CELLS WITH-25M MI CCNC. ALTERNATE HOOKS'IN FND. LINTEL BEAM tU/ (V 5 COW. CI'IU WALL FILLED.CELL �-- 8' a-IU WALL---�% - BRACE EXTERIOR SIDE (I) 5 VERTICAL ' OF WALL DURING S' COMPACTION OF THIS N 51MPSC MTE,* AREA. 5. 0 40" O.C. ATTACH TAPGONS ' EVERY OTHER HOLE - NOTE. TAPCONS SHOULD BE INSTALLED IN STRICT ACCORDANCE WITH T1E MMIpACTUR£R'9 RE COYI'¢T$JATIONS t MS MISSED "A" STRAP DETAIL EPDXY GROAT 5 RE R PTTO FOOTING MID BO TOP OF FOOTER BEAM WV 6• Mh1 EMBED. NOTF, EPDXY GROUT SHOULD BE INSTALLED IN STRICT ACCORDANCE UTH THE MANFACTURER'S REC40M ENDATIONS. MFC MISSED FILLED CELL DETAIL 4 ' SIDE ELEVATION 'L' BRACING REOUIREMENTS 91UD SPACPIC NO L°-BRACE (1)2.4 U 2x4 •L' BRACE'4. (2) 2x4 BRACE (2) 2x6 Y'. BRACE I6' 0' 0" - 4'-5•. 4'-5" - 8 0" 24" 0'-0" - 4'-0" 4'-0" A NOTE,'L- BRACE 1.9UST EXTEND AT LEAST SOX OF WEB LENGHT GABLE TRUSS PITCH SEE ELEVATIOW ^ "L' BRACE W) 10d AT 4" OC. l.E SCHEDULE FOR SIZE AND LOCATION) I-- CONTINUOUS BEARING GABLE END BRACNG DETAIL WIND -SPEED %PC MPH, MEAN WALL HEIGHT IV TO 30'-C" i KR a ENGINEERING (407) 774-9W3 FIN(: (407) 774-477 PA. BOX 161613 ALTAMONTE I SPWNGS, SIZE FL 32716Kj I./ F'L�FOR P05T p6t9 5 GONf. CMDE OPEN AD Ji. AT 48" O:C. GRADE AWAY FROr1 HOUSE CENT. AS 2'-0' 3* t SBA SFNALN R RET INKING WALL AT PATIO . NOTE. BRACE 9IDE aF WALL - ADEQUATELY DURNG COI"PAGTION - FOR PATIO SLAB. LEAVE BRACES N PLACE FOR T DAYS AFTER PATIO SLAB 15 POURED (2) SIMPSON T622 (24301-b.-I(ax UPLIFT) or GIBER (2) WUCs4ES RT22112 (2WOLb. max UPLIFT) or (2).5EMG6 ADS-2 (34121-b.,nax UPLIFT) ' 2x4 POST SEE DOUBLET PLAN FOR OU.AtNTITY PLATE 9.� II DETAIL for OrGG SUBSTITUTION AP for (IAI 0 GIRDER CONNECTION J t— Q Z U J Q J W p Z W" W z W J CL W U Q � fiat alit 4II aUfeGaaA aww 2X4 BLOCKWG • 24.0G. TYP. ROOF (BOOR ROOF TIRAISS (TYP. LATERAL SUPPORT ,,ate-ee�� • TOP OF FRAME WALL R:AL FIBEASS TRUSS TRU55 LAYOUT (2) I2d NAILS TO ROOF TRUSSES) SHINGLES OVER C B (TYPI 2) 12d NAILS ITYPJ IA "ELT 2-2XW UNLESS lAb' O.S.B.O.SB. . OTHERWISE NOTED 1/2' DRYWALL 2 - 2X TOP PLATE WOOD TRUSSES ON FLOOR PLAN W/ 'C]• 32. O/C STRAPPED AS SHOWN ON InDRYWALL R-II GATT INSULATION TRUSS LAYOUT TYPICAL STUCCO 2-OD STRAP TIES T/S• STUCCO OVER METAL LATH UO P.T. OVER IX8 FINISH (ALTERNATE - OVER 15• FELT OVER OSB. CDR OVER R D R/5 CEDAR FINISH) (ONE EACH SIDE) a TOP OF FRAME WALL 3/6• FW.+H. 5A N PINE 5UBFA5CIA OR � Xt. GRADE W/ CONT. ALUM. VENTED SOFFIT 2X 9171D5 Ir.' O/C RYLUASEE FLR PLAN DBL. 2X5 HEADER FOR STRAP PMCa FOR 4'-b' MAX. OPENING; DBL 2X10 WOOD POST 3 V2• CONC SLAB HEADER FOR 5'-9" PER FLOOR PLAN WiFiBER1ESH OVER 3 V2' CONC SLAB MAX OFT?1RJG UN.O, V2 BOTT. PLATE W/ b AIL VAPOR BARRIER 2X BO AB. AT O/C Or..R TREATED WOOD POST CLEARCOMPACTEDPER DFLOOR PLAN 1^y AND 'O. 32. O/G COMPACTED FILL PER FLAN FILL W/ MONOLITHIC WRAPPED W/5TUCCO 5t% FFLL�R FLAK S FTG. W/ 2 • 5 BARS ^ INTERIOR PORCH ®OR ®OR ® Q OR ® FLOOR-® CONC. SLAB FOR POST SIZE AN (SEE FLOOR PLAN) FOR POST SIZE ; GRADE E 2 •5 KEBABS ".. BRACING AT NON -LOAD BRG. THICKENED SLAB AT SCP SECTION Q COVERED PORCH EPP ELEVATION REAR PORCH POST NB EXTERIOR WALL DETAIL K BEARING PORCH POST (MONOLITHIC DETAILS SIMILAR) ENGINEER NG aaNE RIN4