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119 Bristol Forest Trl (3)
i i i ES� i G a h R Y %iriC6ircPERMIT ADDRESSRe SUBDIVISION ®� �,o tT � ;t CONTRACTOR PERMIT # DATE ADDRESS _ PERMIT DESCRIPTION Centex Homes q 385 Douglas Ave , Ste .2000, Altamonte S PERMIT VALUATION prings, FL 32714 — o PHONE NUMBER 407-661-2176 --CGC 049689---- SQUARE FOOTAGE PROPERTY OWNER j ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE City of Sanford Certificate of Occupancy This is to certify that the building located at 119 Bristol Forest Trail for which permit number 04-2002 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: B. Oden 10/19/04 Engineering: D. Richards 10/20/04 Public Works: J. Crum -ton 10/21 /04 Utilities: R. Blake 10/20/04 Fire Department: N/A Zoning: N/A Centex Homes .. 10/27/04 Property Owner Building Official Date . CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** New Single Family Residence** **c;� DATE: 10/19/04 C� PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 04-2002 119 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. nginee�� t a/zo ❑Fire ❑Public Works ❑Zoning ❑Utilities ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) WfDq;�M CERTIFCATE OF OCCUPANCY h ��� REQUEST' FOR FINALINSPECTIO **** New Single Family Residence"" DATE: 1% PERMIT #: CONTRACTOR: PRONE #: 04-2002 119 Bristol Forest Trl Centex Domes Trev 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 blic Works I Z3 ❑Zoning ❑Utilities OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) a4 �Z� pz;4 CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTIONS W iSm� V l **** New Single Family Residence"" I I I 1 i 1 I I I I I 1 I 1 DATE: 10/19/04 PERMIT #: 04-2002 � I ADDRESS: 119 Bristol Forest Trl CONTRACTOR: Centex Domes d at w f"a" G6"j C 1 ®1 r 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 ❑Public Works Ole ❑ Fire ❑ Zoning ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) ■ LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry Location ID . . . . . . 248335 Parcel Number . . . . . 22.19.30.502-0000-0830 Alternate location ID . . Location address . . . . 119 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 10/20/04 10:42:45 Free -form information PRESERVE AT LAKE MONROE SW DEV FEE $1700.00, WA DEV FEE $650.00 PD 5/20/04 BP 404-2002 SEE REC 46802 3/4" WA METER SET FEE $190.00. 5/20/04 REC# 6802 *****LOT 483***** F.2 api " F3=Exit F5=Special Notes F9=Parcel Notes P1a# ancel i FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7 SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME CENTEX BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 119 BRISTOL FOREST TRAIL O.M.B. No. 3067-0077 Expires December 31, 200E For Insurance Company Use: Policy Number Company NAIC Number CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 83, 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. ##.❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD 120294 1 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FlRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 85. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE 68. FLOOD ZONE(S) (Zone AO, use depth of flooding) 12117CO035 E 4/17/95 4/17/95 X WA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ AS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in 69: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): 612. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ®No 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 I (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, VIN30, V (with BFE), AR, ARIA, ARIAE, AR/A1A30, AR/AH, ARIAO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used 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 NGVD'29 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) 14. 5 ft.(m) CU o b) Top of next higher floor N/A. `� o c) Bottom of lowest horizontal structural member (V zones only) N/A . _ft.(m) o 0 o d) Attached garage (top of slab) 13. 9 ft.(m) 0 o e) Lowest elevation of machinery and/or equipment W `° servicing the building (Describe in a Comments area) 14.4 ft.(m) o f) Lowest adjacent (finished) grade (LAG) 13.9 ft.(m) z' 0 o g) Highest adjacent (finished) grade (HAG) 14. 2 ft.(m) 0 o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area f II o a 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 CERTIFIERS NAME JAMES JAY JILES LICENSE NUMBER4997 TITLE: PROFESSIONAL LAND SURVEYOR &MAPPER COMPANY NAME : AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 1030 N. ORLANOD AVENUE, SUITE B WINTER PARK FL 32789 SIGNATURES��!-/� DATE _ TELEPHONE 10/26C1004 (407) 426-7979 � Y FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and(or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 119 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 Company NAIC Number SECTION D -SURVEYOR ENGINEER, OR ARCHITECT CERT'r,=1CATION (CONTINUED) ' Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) for Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, i3ection C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed— see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) 2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(=) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(c m) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. 4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cn) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). r5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmyknoWedge, 1'1.Jr-L-r.1 I Uvvrvr R a UM UvvlvtK a HU I NUKILtU KtFKtStN I A I IVE'S NAME DDRESS CITY STATE ZIP CODE IGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) e local official who is authorized by iaw dr.ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation rtificate. Complete fhe applicable, item(s) and sign below. I . ❑ The inforrration in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to ce* elevation information. (Indicate the source and date of the elevation data in the Comments area below.) . ❑ A community.official completed-Sed-ion. E for a building located in Zone A (without a FEMA4ssued or community -issued BFE) or Zone AO. . ❑The following inforr rafi�n (Items G4-G9) is provided for community floodplain management purposes. . PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED iThis permit has been issued for. ❑ New Construction ❑ Substantial Improvement Elevation of as -built lowest floor (inducting basement) of the building is: _. _ft.(m) Datum: BFE or (in Zone AO) depth of flooding at the building site is: ft.(m) Datum: _ OCAL OFFICIAL'S NAME TITLE 'OMMUNITY NAME TELEPHONE GNATURE DATE OMMENTS i ❑ Check here if attachments A Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 83, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: CSX RAILROAD R/W THE FINISHED FLOOR ELEVATION OF THIS OLD MAIN LINE TRACK STRUCTURE MEETS OR EXCEEDS THE (UNPLATTED PER THIS PLAT) THE REQUIREMENTS SET FORTH IN THE 51 CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). 359 q3`N NS42318; 5a9 1 W 1"=30 GRAPHIC SCALE j I I a I 0 15 30 ti I i t - / LOT 83 CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC LOT 84 1O A=9'33'37" L=45.89' , 8.059 SO. FT. t. CA Cn 1 1 O 1 I I 1 6.7' 9.8' 40.0' 1 N 1 I V � 1 � D I Z I CA y I ONE STORY m i CONCRETE BLOCK RESIDENCE FINISH FLOOR C I o ELEVATION=14.46 Iv i N � 1 I N � COVERED I ENTRY zz1 6.0' l 5.7 1 N I I i 1 in I � 1 10' UTILITY WALK 15 EASEMENT DES OFF I } 1 ~ 1 F 1 � LOT 82 R=275.00 ,/? CB=S71'25'50"E w' O 6=21'49'27" C= 45. 83' 03 1 oNl L=95.23' p= 1}'49 L=60. 29 1)jC=94.65' � "' I � g6 R=250.00' C8=S65'I7'54"E . {2=Z50 �� 'A=35'38'30" C>6014 _ L=155.52' R=250.00' RECHTT-LIN OF WAY \ '�Jj� CB=S72'12'26"E ✓ �Pi C=153.02' BRISTOL FOREST TRAIL 50' 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 10-25-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M, COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND TI IE 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 WESTERLY LINE OF LOT 83 BEING N23'20'59"E PER PLAT. (FIELD DATE:) 06-12-04 REVISED: SCALE: 1' = 30 FEET APPROVED BY: SJ FINAL 10-25-04 C LEGEND _. BUILDING SETBACK LINE Q FND NAIL AND DISC CENTERLINE LB #68 (10/25/04) RIGHT OF WAY LINE FND 1/2" IRON ROD AND CAP �4 EXISTING ELEVATION O LB #6393 (10/25/04) CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED FND FOUND C/W CONCRETE WALK - S/W SIDEWALK . CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENCTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 CNA CORNER NOT ACCESSIBLE L DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE POB POINT ON BOUNDARY I HEREBY CERTIFY, ;;TH T� THIS BOUNDARY SURVEY, SUBJ .'-"f TO THE 'KIIPVEYOR'S NOTE CONTAINED„'6EREON `MEETS;THEt,APPLICABLE "MINIMUM„�[ECMNICAL STANDARDS"=,SET FORTH BY THE, `I LORIDA BOARD, ;OF PROFESSIONAL SURVEYORS AND MAPPERS'IN CHAPTER 61G17=6. FLORIDA ADM ,INISTRATIVE CODE PURSUANT TO CHAPTER 472.627, FLORIDA JL(u FOR /1Ur THE to 2� � FIRM ALEN K. BELL PSM # 22 _ DATE JOB NO. ASM39697 FORMBOARD 06-28-04 VH PLOT PLAN 4/6/04 SDO DRAWN BY: LOT FIT 12-16-02 CKB MAIN OFFICE 1105 Kensington Park Drive Altamonte Springs, FL (Physical) P.O. Box 161613 Altamonte Springs, FL 32716 (All Mailings) Telephone 407-774-9003 Fax 407-774-8477 July 20, 2004 City of Sanford Building Department 300 North Park Ave. Sanford, FL 32771 Subject: Centex Homes The Preserve at Lake Monroe — All Models Misc. Issues Dear Building Official, BRANCH OFFICE 5675 U.S. Hwy 1 Grant, Florida 32949 Telephone 321-727-2755 This is to confirm changes required on all models built in the Preserve at Lake Monroe. Filled Cell Requirements for Concentrated Load Locations (Masonry Note #4 under General Notes Section of Plan Seth Requirements from Masonry note #4 under General Notes section of plan set shall not be used. Hurricane Engineering's requirements are as follows: • ONE (1) FILLED CELL REQUIRED UNDER ALL GIRDER TRUSSES (> 10, 000LB DOWNLOAD) • ONE (1) FILLED CELL REQUIRED WITHIN 8 IN OF GIRDER TRUSSES (7500- 10,000LB DOWNLOAD) • ONE (1) FILLED CELL REQUIRED WITHIN 4 FT OF GIRDER TRUSSES (<7500LB DOWNLOAD) Thank you, GINEERING Tom tinders P.E. #47819 JUL 2 0 2004 it -+�� ♦`••,��r����jjyy�--))--��{� .. �g,,��y, - _ A�J�� It ri ' + bd1.'bTra -1W d .Cr3ak l2.1 AM -W .'.l F�:t�f71t z' •.._ Jvtr e11 jress: ��t�3�r`s+� �A�tfiA`St: 7Rfi»V; "IE<a�ttte �' o'ti�.,•2�r ,fr �� Q� -- Verna Ty eF Bisiltling e .e t 53 1 Flon.)bim. FivafinzaleRe �AR2rn b Wit) l it dt( Jt 'NOV 5e3 a e oz`AWE A,;dttm _ I Ism"im Champ'oe; ray gee r>vea) ,! Prole t 1 nt i Residential � " Non-Resideri-al la ,' €T l Non (Dov; L j ow &"� 1115 T,-6 ��tR� �e� ti tredtj '1 tt biti J ra traerclti9:# of a 4atr # omalv A Sewer bow F1UWbi1fiVNevY R sidott��.R: of V93Id6Gsgt5 Hep k-Resideartial Or' co-'M— riepdf, 1 099MRn9y Type: Residential V,, Cors`a nvkiai 25K-119kre Foolkgw: C®tlat;ratttasrl l Type: r; df Swim of Owe'111 iti. utiltss: Rest# Zone - Parcel -(F"iElb�?omrn=rexteiEa•ed,6Er'rc�tli<i E'kk?it]°,ilk Parcel P' (fist'eactl Proof of 01,7nersh p A Lrgklbeseriptiva) Ovyners Name Address: �` t l'honLL: Contractor lame A Address: """ ate`+ F a°u.�e�1t i3C.Jl i C� 1.Liiaee teen3e errzr. - - Y R1/m Phone & F2.2:,- T.AKF ARV rims MUQ a �: bonding Company: Address' - Mortgage Lender: -- -- .Address: _ - - - - - -- _ = __ _ -- _ _- = - • - - - -- ArchitecuEngineer: Phone: `_...._ Address; . Application is hereby nnad€ to obtain a permut to do the syork and installations as tndiu4ed. l certify that no vrorl; or ttistalla on has eorrLmcn(-'ed prior u, L)te issuance Of a Pci-Mlt and that all work will bs Performed to irk standards ob all laws replating emstrurtion in this jL-Miction. ? y idsxsiandthat a sc-para it permit trust be secured for ELEC TIPACAL WORX, PI U11 41-9IvG, SIC,pgS, WELLS,, POO�1'5,,FiitRNAC-, BOIL ERS; HEATERS, Tfid,lKS, and AIR CONDITIONERS, etc. OWNI ER'S AFFIDAVIT: I certify that all of the forgoing ir_fo-i7mition is amur2te a_nd that all erork VAR bs done in corripliana with all apphcat:lt tair: s et .ilx6ng sonstruciio t a cL Lori t�. AFv*i� 1G TOOK' i�rF 4JOiP. FAIL" F ?O I'.fCO si A s�(GiiC� OFCC� i�+lE1 iCF�ly; Fib T i� fi'_r iJLi 171 t:cil )1 )'i, rTi+v TWICE FOR IMPROVEMEi1T:5 TO YOUPI PROPER i-'. T-FYOUrN �-i4D TO OETAT FFP4A11CI'i4G, COFNS iL7"WI't'r-I YOUR LE-NDFR O'k Aj\1 A. i TORNEY BF -FOP F RECORDING YOUR NOTICE OF COPAIVIENCEM ENT. NOTICE; In addition to the requtirements of this permit:, there may be additional restrictions applicable to /111 pro r thatrimy 6^ found in fJiC pu rlir tecorcts of this county, and there may be additional pemits required ITo� o'iher governmental enit'e5ss such as Vdai t age ent disc c' to is agencie ; t;t fr:dc:t n f aL cies: Acceptance of permit is verification that 1 K-ill notify the owner of the property of the require nts o` on ' Lien ; FS 71 (i)I oira Signature of Owner/Agent Print Owner/Agent's (Jame ature of Notary -State of Florida Owner/Agent is _ Personalh ;rno-n to Me or Produced ID APPLICA1ION APPROVED BY: Bldg' !Initial &: Date} ��iCIJI l ond.idonsl Date Date 4 %RkO-BERWT ontiactor/Agent DaleG. DELLO U �v In Contractor .�'"nt's Na Signature of 1�o_�-Slate of Flonda Da Contractor/Ace-.: a l'ersonai 'Known to Me or Produce;' Zoning: L';;..:: ; fD' (Initial & Date) (Initial K Date) D Y MIRINDAC.TURNER L-.. _� ... — EXPIRES: June 14, 2007 Bonded Thru Notary Public Underwriters c t _. CITY OF SANFORD PERMIT APPLICATION Permit # : ®q r Zg00 I—( _ Date: 4Z_ z q — Q y Job Address: _- � 1 1 0 � ('s't-O 1 Ep Ce f � ' , L KC ,/LICE -oe_ Pre-se--ye- Description of Work: Historic District: Zoning: Value of Work - Permit Type: Building Electrical Mechanical Plumbing _y/ Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Z 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: — - C CAA-e_X WMO Phone: Contractor Name & Address: L� �((L (tM P lexn�b /lvrj `'Q �'g� Al halo 5 f Phone &Fax: ��?g '23 j ( $p S"7 2 �Slat�/ License Number: L te I �iZ�o lZ,Y t r 3 Contact Person: C�OC� Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has 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 requi enFlorida Lien Law, FS 7121 Signature of Owner/Agent Date Si �ur/Ie of Contracto��r/��A/gent vA / Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is - - Produced ID Personally Known to Me or APPLICATION APPROVED BY: Bldg: Special Conditions: Contractor/ -St4ffN # DD 164280 Date EXPIRES: November 12, 2006 Bonded Thru Budget Notary Services Contractor/Agent is — r `Personall to Me r �^ —mil MProduced I D J4 �l J �"1 " Q -6 J tS - Q Zoning: Utilities: (Initial & Date) (Initial & Date) FD: (initial & Date) (Initial & Date) COUNTY OF SEMINOL[ ~\h IMPACT FEE STATEMENT' \ d ISSUED BY CITY OF 8AHFORD ohl— _, LAN~ `USE CATEGORYn 001 - Single Family Detached Hcuse TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction _____________ F[E BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE lYrE DIST SCHEDULE DESC. UNIT OF UNITS -------------------------------------------------------------------------- ROADS -ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.0V ROADS . -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 $ 1,384.O0 AMOUNT DUE $ 2,285.00 � STATEMENT RECEIVED BY: SI8NATU -_- ` (PLEASE PRINT NAME) DATE� ' ~- NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMI7. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE 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: 1101EAST FIRST STREET, SANFORD, FLORIDA 32771; (4O7) 665-7474. ^ PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 30O NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** *******************SINGLE FAMILY BUILDING PERMIT******************** ° CITY OF SANFORD PERMIT APPLICATION Permit # : 4 — C� 0 V Date:# &10q .fob Address: BRISTOL FOREST TRAIL Description of Work: CONSTRUCT CONCRETE BLOCK SING FAMILY DWELLLING Historic District: Zoning: Value of Work: $ 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 Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Wat r Closets Plumbing Repair — Residential or Commercial Occupancy Type: ResidentialCommercial Industrial Total Square Footage: �f c0 Construction Type: # of Stories: _ 2/ # of Dwelling Units: _� Flood Zone: (FEMA form required for other than X) Parcel#: 22-19-30-502-0000— 0�J 0 (Attach Proof of Ownership& Legal Description) Owners Name & Address: CENTEX HOMES, 385 RTCJF4� Wn T . J20,Q0 ALT. ONTE SPGS . , FL 32714 L I AM7—ti.1-917A Contractor Name & Address: PATR I CK J . KN I GHTKEMTEN RORES V1 (iMME GAS I AELIG IE ) State License Number: CG C049689 Phone&Fax: 407-661-2176/661-4089 Contact PersAPRJJ R MINES Phone: 407-467-2643 Bonding Company: NA Address: Mortgage Lender: NAUL B Address: 6 ! 1I Architect/Engineer: HURRICANE ENGINEERING= Phone: 407-774-9003 Address: P_O-BOX 161613, ALTAMONTE SPRINGS, FL 32716 Fax: 407-774-8477 Application is hereby made to obtain a permit to do the work and installations as indicated. 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 requirements of FloridaLLien La , FS 713. LIAR 0 8 2004 Signature of Owner/Agent Date Signature of Contract r/A Date PAT KNIGHT 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: Bldg~SM_�_ Zoning: (Initial & Date) Special Conditions: Gin ' tra or/Agent' Nam liy ry R ® $ z004 Signature of Notary -State o Io "da Date Contractor/Agent is XX Personally Known to Me or Produced ID (Initial & Date) Utilities: FD: KIMBERLY A. BROWN EXPIRES: March 29, 2004 JV Bonded Thru Notary Public Underwriters .41a 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 same and receive Certificates of Occupancy, in my name and license for the subdivision and lot specified below: Subdivision: PRESERVE AT LAKE MONROE Lot: 0 3 Patrick J. Knight CG C049689 STATE OF FLORIDA COUNTY OF SEMINOLE The following instrument was acknowledged before me this MAR Q 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: EX IR U ,'tC Piii 4 bends .nrii illut,a� rq,��;,•'Jpn€:nsrfers W CENTEX HDMES City of Sanford Building Division Submittal Requirements for Residential Building Permit ❑ 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). ❑ 2. Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b- Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs, bathroom fixtures, and distances from walls. "The State of Florida requires bathroom compliance with Florida Accessibility Code- c. An elevation of all exterior walls - cast, 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- C. 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: a 1. Garages/Carports 3 Il sq ft 2. Porches/Entries_ sq. It. 3- Patio(s) Sq. ft. 4. Conditioned Structure ��_ _ sq ft i. Total Gross Area 12[4 1 Sq_ ft- ❑ 3. Three (3) sets of cornplctcd Florida F.ncrgy Code Forms_ ❑ 4. Soil analysis and/or soil compaction report_ If soils appear to be unstable or if structure is to be built on till, a report may be requested by the Building Official or his representative. ❑ 5. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to �.. be made. b- Septic tank permit issued by Seminole County I Icalth Dept. C. Arbor permit when trees to be removed from property. Contact the Engineering Dept. for details regarding the arbor ordinance and permit. d. Serinole County Road Impact fee statement e. Property ownership verification. f- Driveway permit issued by City Engineering Department. ❑ 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. 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. APR 13 2004 Date Owncr/Agent Signatur - v CITY OF SANFORD PERMIT APPLICATION Permit # : O-A —1-30 a Date: �� �c> c Job Address: ` 1 kcEv` Vtx-el + = aA , Lot H: U 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 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 # (Attach Proof of Ownership & Legal Description) Owners 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 Phone & Fax: Fax 407-851-1226 Bonding Company Address: :Mortgage Lender:_ Address: Architect/Engineer: .address: EC0002494 Contact Person: John Findlay Phone: 407-851-1220 Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in thisjurisdiction. I understand that a separate permit nnut be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVEF: I certify that all of the toregoing 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 IMPROVEMENI'S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BI.TORE RI -CORDING 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 count). 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 S1211auire ol'0wner/Agent Date Print Owner/Agent's Name Signature of Ntotary-State of Florida Date Owner/Agent is Personally Known to Me or _ Produced ID Charles W. Cannon tractor/Agent's Name --_e_ tI - ature of Notary -State of Contractor/Agent is Personally Produced ID \I'I'LICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) PATRICIA A. KADLAC 6r COMMISSION* 1313013206 EXPIRES: March 28, 2005 W- FL Notary Services & Bonding, Inc. Special Conditions: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL Back (:= •t ., I r ftv T Seminole County � 4 ; � :• S"ford t1.327S1?1 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market S3-SANFORD Parcel Id: 0000-030 830 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: 119 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 83 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.seminoIe_county_title?PARCEL=221930502000008... 4/7/2004 I fuel 11111 fl 91I 9 IF it oil II "18111111 an it lie 9 W to IAA I I1®l This Instrument Prepared By: NAME: Debra A. Riggs -Centex Homes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Permit No. NOTICE OF COMMENCEMENT SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 052L3 PG 1820 CLERK' S. # 2004055709 RECORDED 04/14/2M 01:53:50 F'M RECORDING FEES 6.06 RECORDED BY L McKinley THE UN13ERSIGNED 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 9-9 ,PRESERVE AT LAKE MONROE Recorded in Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 2. General Description of Improvement: SINGLE FAMILY DWELLING 3. Owner Information: CENTEX HOMES 385 Douglas Avenue, Suite 2000 ALTAMONTE SPRINGS, FL 32714 Interest in Property: FEE SIMPLE INTEREST Name of Fee Simple Titleholder: N/A 4. Contractor: CENTEX HOMES. 'L"385 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 Phone: (407) 661-2150 Fax: (407) 661-4089 5. Surety: N/A Amount of Bond: N/A Lender: N/A CERTIFIED CO ' WIARYANNE MORSE ILLRK OF CIRCUIT COURT 6fPAl, _ E COUNTY. ORfL�o !� 14 2004 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 specif, d) Ali - Debra A. Riggs OFFICE MANAGER FOR CENTEX HOMES, 383 DOUGLAS AVENUE SUITE 2000, ALTAMONTE SPRINGS, FLORIDA 32714 - THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE MB THIS APR 13 2004 BY DEBRA A . RIGOS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION WVa 272E HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. v oa,a,)_ / tt_ NOTARY PUBLIC ............................................ JACKIE CAINES Comm# DD0252902 :,p = Expires Wi/2008 " ® Bonded thru (a00}432-4254: • . • �� Florida Notary Assn., Inc too ..u::i.................................... PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 83, PRESERVE AT LAKE MONROE AS. RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA CSX RAILROAD R/W OLD MAIN LINE TRACK - (UNPLATTED PER THIS PLAT) 30 GRAPHIC SCALE - JO • J r 0 15 30 1 LOT 83 DRAINAGE TYPE A 1 O 0=9'33'37" L= 45.89' 1 , R=275.00' 1 � CB=S71'25'50"E 1 , I 1 C=45.83' 40.0'. 9.7 'n Lit V I 1 IZ 1 W LL1 LOT 84 �,, U1 z �1 - 40.00' ;Q o� LOT 82 W «) Z i o .PROPOSED 1692 N d' IMPERVIOUS CALCULATIONS (LOT ONLY) C I FINISHED FLOOR LOT 83 CONTAINS 8059 SQUARE FEET t (LOT ONLY) . THIS STRUCTURE CONTAINS 2120 SQUARE FEET t TOTAL CONCRETE 495 (WITHIN LOT ONLY) SQ. FT. t TOTAL SOD 5444 SO. FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT 32% t C , G 1 , ELEVATION=14.10 yC z DI m1 m I 6.0' COVERED a -_ � 1 46.. ENTRY5.7 N o N 1 20.0' !� SQUARE FOOTAGE. (UP TO CURB) - j- — — .. . _ 5.1' 'W=uJ r �i��r��'f,.i �yp - '..,.'DRIVE'• �. i - a _ "'' �1� ®f'�. LOT 83 UP TO CURB CONTAINS 8553 SQUARE FEET �fl THIS STRUCTURE CONTAINS 2120 SQUARE FEET Lri CONCRETE 810 SQ. FT. t INCLUDING (SIDEWALK/APRON) .- TOTAL SOD 5623 SO. FT. t ; 10' UTILITY " 1 EASEMENT , oN; Rc95.23' p�15-4903" ri 250.00' . L.60.29 -25C0o , CB=S65'1T54"E C6 533-0710.E _ _.... --- — --- C'BOIa I L=155.52' CENTERLINE OFJ R=250.00' RIGHT-OF-WAY �j� CB=S72'12'26"E ' �PT PC C=153.02' VV BRISTOL FOREST TRAIL BUILDING SETBACKS 50' RIGHT-OF-WAY FRONT: 25' LEGEND REAR: 20' SIDE: 5' - ' - • BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CORNER: 15' POB POINT ON BOUNDARY — CENTERLINE PCC POINT OF COMPOUND CURVATURE — — RIGHT OF WAY LINE POC POINT ON CURVE PREPARED FOR: R OFFICIAL RECORD X PROPOSED ELEVATION PD PLANNED DEVELOPMENT CENTEX HOMES PROPOSED, DRAINAGE FLOW A DENOTES DELTA ANGLE L DENOTES ARC LENGTH CONCRETE 1. ELEVATIONS SHOWN ARE PER LOT GRADING C.B. DENOTES CHORD BEARING PLANS PROVIDED BY THE CLIENT. LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE LS LAND SURVEYOR PI DENOTES POINT OF INTERSECTION THIS LOT PLAN IS INTENDED FOR PERMITTING PURPOSES PRM - PERMANENT REFERENCE MONUMENT PRC DENOTES POINT OFREVERSECURVATURE - PT DENOTES POINT OF TANGENCY ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PCP (P) PERMANENT CONTROL POINT TYP TYPICAL PER PLAT 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 CS CONCRETE SLAB FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES CPW SIDEWALK CONCRE E PAD C CHORD LENGTH ONLY. - - THIS IS NOT A SURVEY PB R PLAT BOOK SO. FT. SQUARE FEET RADIUS NG NATURAL GRADE THIS IS A PLOT PLAN ONLY PGS PAGES . R/W RIGHT-OF-WAY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND 1. THE SURVEYOR HAS NOT ABSTRACTED THE THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, LAND SHOWN HEREON FOR EASEMENTS, RIGHT AREA OUTSIDE 100 YEAR FLOOD PLAIN. a OF WAY, RESTRICTIONS OF RECORD WHICH THE SURVEYOR MAKES NO GUARANTEES AS TO THE MAY AFFECT THE TITLE ORUSE OF THE LAND _ . ABOVE INFORMATION. PLEASE CONTACT THE LOCAL _ 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN M A A AGENT FOR VERIFICATION. ATI N LOCATED EXCEPT AS SHOWN. - BEARINGS SHOWN HEREON ARE BASED ON 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL THE WESTERLY LINE LOT RAISED SEAL OF A FLORIDA LICENSED SURVEYOR BEING N23'20'59"E PEE R PLATT.. AND MAPPER. (FIELD DATE:) REVISED: SCALE: 1 = 30 FEET � APPROVED BY: SJ AMERICAN SURVEYING & MAPPING An JOB NO. ASM59697 CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 FOR THE PLOT PLAN 4/6/04 SDO 1030 N. ORLANDO WINTER AVENUE, SUITE B - PARK, FLORIDA ,( FIRM DRAWN BY: LOT FIT 12-16-02 CKB 32789 (407) 426-7979 WILLIAM R. MU CATELLO JR. P #49 8 DATE . FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE - FOR BUILDING CONSTRUCTION Florida Department of Community Affairs 1 Residential Whole Building Performance Method A Project Name: 1692 LMR O 6j Builder: CENTEX HOMES Address: I I q BRISTOL FOREST TRAIL Permitting Office: CITY OF SANFORD City, State: LAKE MONROE, FL Permit Number: 01-aoo J. 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 1 _ 4_ Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft) 1692 ftZ c. N/A 7. Glass area & type _ a. Clear - single pane 152.0 W _ 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 ftZ b. N/A 8. Floor types _ a. Slab -On -Grade Edge Insulation R=0.0, 172.0(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, 956.0 ft' _ b. Frame, Wood, Adjacent R=11.0, 230.0 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, 1709.0 ft' _ I5. HVAC credits b_ N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, "*i I _ Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ree Unc. AH: Garage Sup. R=6.0, 1.0 ft _ NE-C-Multizone cooling, b. N/A MZ-H-Multizone heating) PASS Glass/Floor Area: 0.09 Total as -built points: 22329 Total base points: 24359 Cap: 30.0 kBtu/hr _ SEER: 12.00 Cap: 30.0 kBiu/hr _ HSPF: 7.80 Cap: 50.0 gallons _ EF: 0.86 PT, Review of the plans and specifications covered by this o4zr - t calculation indicates compliance y~„ _ .o with the Florida Energy Code. Before construction is completed 4 d this building will be inspected for t compliance with Section 553.908 41A 5� Florida Statutes. moo WE �a BUILDING OFFICIAL: 4 ' DATE: EnergyGauge® (Version. FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A -. Details ADDRESS: , , , PERMIT #: GLASS TYPES 18 X Conditioned X BSPM = Points Floor Area Type/SC .18 1692.0 25.78 7851.6 Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: WALL TYPES Area X BSPM = Points Type Adjacent 230.0 0.70 161.0 Concrete, Int Insul, Exterior 1 Exterior 956.0 1.90 1816.4 Frame, Wood, Adjacent Base Total: 1186.0 1977.4 As -Built Total: DOOR TYPES Area X BSPM = Points Type Adjacent 18.0 1.60 28.8 Exterior Wood Exterior 20.0 4.80 96.0 Adjacent Wood Base Total: 38.0 124.8 As -Built Total: CEILING TYPES Area X BSPM = Points Type 1 s Under Attic 1709.0 2.13 3640.2 Under Attic AS -BUILT Overhang Ornt Len Hgt Area. X SPM X SOF = Points W 1.4 6.0 32.0 53.47 0.93 1589.8 S 1.4 6.0 32.0 44.66 0.89 1268.3 E 1.4 8.0 40.0 59.31 0.97 2298.3 E 1.4 6.0 32.0 59.31 0.93 1765.0 N 1.4 6.0 16.0 27.96 0.95 424.4 152.0 7345.8 R-Value Area X SPM = Points 4.1 956.0 1.18 1128.1 11.0 230.0 0.70 161.0 1186.0 1289.1 Area X SPM = Points 20.0 7.20 144.0 18.0 2.40 43.2 Base Total: 1709.0 3640.2 As -Built Total: FLOOR TYPES Area X BSPM = Points Type Slab 172.0(p) -31.8 -5469.6 Slab -On -Grade Edge Insulation Raised 0.0 0.00 0.0 38.0 187.2 R-Value Area X SPM X SCM = Points 19.0 1709.0 2.82 X 1.00 4819.4 1709.0 4819.4. R-Value Area X SPM = Points 0.0 172.0(p -31.90 -5486.8 Base Total:-5469.6 As -Built Total: 172.0-5486.8 INFILTRATION Area X BSPM - Points Area X SPM = Points 1692.0 14.31 24212.5 1692.0 14.31 24212.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 32336.8 Summer As -Built Points: 32367.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier 'Multiplier Points (DM x DSM x AHU) 32367.2 1.000 (1.087 x 1.150 x 1.00) 0.284 0.950 10922.7 32336.8 0.4266 13794.9 1 32367.2 1.00 1.250 0.284 0.950 10922.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/HaRES'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 = Pojnt .18 1692.0 5.86 1784.7 Single, Clear W 1.4 6.0 32.0 10.74 1.01 346.7 Single, Clear S 1.4 6.0 32.0 7.73 1.04 257.1 Single, Clear E 1.4 8.0 40.0 9.96 1.01 402.0 Single, Clear E 1.4 6.0 32.0 9.96 1.02 323.8 Single, Clear N 1.4 6.0 16.0 12.32 1.00 196.5 As -Built Total: 152.0 1526.2 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 230.0 1.80 414.0 Concrete, Int Insul, Exterior 4.1 956.0 3.31 3159.6 Exterior 956.0 2.00 1912.0 Frame, Wood, Adjacent 11.0 230.0 1.80 414.0 Base Total: 1186.0 2326.0 As -Built Total: 1186.0 3573.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent _ 18.0 4.00 72.0 Exterior Wood 20.0 7.60 152.0 Exterior 20.0 5.10 102.0 Adjacent Wood 18.0 5.90 106.2 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1709.0 0.64 1093.8 Under Attic 19.0 1709.0 0.87 X 1.00 1486.8 Base Total: 1709.0 1093.8 As -Built Total: 1709.0 1486.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 172.0(p) -1.9 -326.8 Slab -On -Grade Edge Insulation 0.0 172.0(p 2.50 430.0 Raised 0.0 0.00 0.0 Base Total: -326.8 As -Built Total: 172.0 430.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1692.0 -0.28 -473.8 1692.0 -0.28 -473.8 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:,,, PERMIT #: BASE AS -BUILT Winter Base Points: 4577.9 Winter As -Built Points: 6801.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 6801.0 1.000 (1.078 x 1.160 x 1.00) 0.438 0.950 3535.2 4577.9 0.6274 2872.2 1 6801.0 1.00 1.250 0.438 0.950 3535.2 T EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 13795 2872 7692 24359 1 10923 3535 7871 22329 a L F y04THE ST9J�0 tl � O c9 a EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , ,. PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum%3 cfm/s .ft. window area; .5 cfm/s .fL 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.1.22 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1 _ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. 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 1607.1 Se crate 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. EnergyGauge'"' DCA Form 600A-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.1 The higher the score, the more efficient the home. 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 3 _ b_ N/A 5. Is this a worst case? Yes _ 6_ Conditioned floor area (W) 1692 ft' c- N/A 7_ Glass area & type _ a. Clear - single pane 152.0 ft' _ 13. Heating systems b. Clear -double pane 0.0 W _ 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. Floortypes _ a. Slab -On -Grade Edge Insulation R=0.0, 172.0(p) ft _ c_ N/A b. N/A _ c_ N/A 14_ Hot water systems 9. Wall types _ a_ Electric Resistance a. Concrete, Int bsul, Exterior R=4.1, 956.0 W _ b. Frame, Wood, Adjacent R=I I.0, 230.0 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, 1709.0 W _ 15. HVAC credits b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A w HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, J b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection- Otherwise, a new EPL Display Card will be completed based on installed Code compliant features_ Builder Signature: Date: Address of New Home:119 BRISTOL FOREST TR. City/FLZip: LAKE MONROE/32747 Cap: 30.0 kBtu/hr _ SEER: 12.00 Cap: 30.0 kBtu/hr HSPF: 7.80 Cap: 50.0 gallons _ EF: 0.86 PT, Net *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 EPAIDOE EnergyStarT designation), your home may gualifyfor energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 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 Eff wiency Code For Building Construction, contact the Department of Community Affairs at 850/487--1824_ EnergyGaugeO (Version: FLRCSB v3.2) 03i26i2003 10:21 DEL AIR 4 4076614089 N0.347 1?008 RRIGHT-! LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEAnNG,AIR CONDITIONING,R Job: 1692 09-0"2 109 COMMERCE STREET, LAKE MARY, FL 32748-620B Phone: (407) 831-2665 u z - - - r Pro"ectinformation . = = _e For CENTEC HOMES Notes: g °_ .,Design: (n=formation°,E ,d Weather. Orlando AP, FL, US Winter Design Conditions Outside db 38 IF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 27518 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 27518 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft) 1692 1692 ._ Volume (f) 13536 13536 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 180 90 - Heating Equipment Summary Make TRANE Trade Efficiency 7-6 HSPF Heating input Heating output 0 Btuh @ 47°F Heatin temp rise Actual heating fan 0 IF 1000 CrIm Heating air flow factor 0.036 dm/Btuh Space thermostat Summer Design Conditions Outside db 93 OF Inside db 75 IF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 19515 Btuh Ventilation 990 Btuh Design temperature swing 3.0 IF Use Mfg. data n Ratelswing multiplier 0.98 Total sens- equip. toad 20095 Btuh Latent Cooling Equipment Load Sizing Internal gains 920 Btuh Ventilation 1474 Btuh Infiltration 2661 Btuh Total latent equip. load 5056 Btuh Total equipment load 26151 Btuh Req. totaE capacity at 0.70% SHR 2.4 ton Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual doling fan Cooling air flow factor Load sensible heat ratio 12.1 EER 20440 Btuh 8760 Btuh 29200 Btuh 1000 c fm 0.051 Cfm/Btuh 80 % Bo d6"rJ0 values "ve Deer 0WnuaW overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. W r 0 h1L5p-t RigM-We Residential*"5.5.06 RSR26013 2003-Mar-26 09:1033 E.1FIIealCentex 2u=i692U692rer Page l 03i26i2003 10:21 DEL AIR 4 4076614089 N0.347 P009 RIGHT-J CALCULATION PROCEDURES A, B, C, D r Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1692 09-0"2 109 COMMERCE STREET. LAKE MARY, Flu 3274[3-( M6 Prone: (407) 331-2WS It Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 13536 ft3 x 0.0167 = 180 cfm 2. Winter infiltration load 1.1 x 180 cfm x 32 °F Winter TD 6353 Btuh 3. Winter infiltration HTM 6353 Btuh / 190 ftz Total window = 33A Btuh/ft2 and door area Procedure B • Summer Infiltration HTM Calculation i. Summer infiltration AVF 0.40 ach x 13536 fP x 0.0167 = 90 cfm 2. Summer infiltration load 1.1 x90 cfm x 18 °F Summer TO = 1787 Btuh 3. Summer infiltration HTM 1787 Btuh / 190 f? Total window 9.4 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/lb moist-diff_ x 90 cfm = 2661 Btuh Procedure D Equipment sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 Sensible load for structure (Line 19) Sum of ventilation and structure loads Rating and temperature swing multiplier Equipment sizing load - sensible 2. Latent sizing load Latent ventilation load OF Summer TO = x 0.68 x 50 cfm vent x 43 gr/lb moistdiff_ Internal loads = 230 Btuh x 4 people Infiltration load from Procedure C Equipment stung load - latent *Construction Quality is: Ia 990 Btuh 19515 Btuh 20505 Btuh 0.98 20095 Btuh 1474 Btuh 920 Btuh 2661 Btuh 5056 Stuh No, of Fireplaces is; 0 BchoWic vakm—n Aave been m —gy-- ds*- Printout certified by ACCA to meet all requirements of Manual J 7th Ed. W ��� t$Qf RiylttStutO RtSiQ2ALaITM 5_S RSR26013 200SAUC46 09.10:33 ACM E.-1Ffesl en t2oo211a9211e92.rw kgo1 03i26i2003 10:21 DEL AIR 4 4076614089 NO.347 ©010 RIGHT-J WORKSHEET th Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY. FL 3Z746-6206 phone~ (407) 8312665 Job:1692 0"5-02 J: 7th Ed. 1 Name of room Entire House FOY BR3 GREAT RM j4MANUAL 2 Length of exposed well 172.0 ft 220 ft 35.0 ft 20.0 ft 3 Room dimensions 7.0 x 11.0 ft 13.0 X 16.0 ft 17.0 x 20,0 A Ceings CondiL Option 8.0 ft heatfood d &0 111 heaUcool 8.0 ft heat/cool 8.0 ft heaticool TYPE OF CST HTM Area Lead (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Stuh) EXPOSURE NO. Htg I Clg (ft) Htg I Clg (fF) Htg CIg (It') Htg I Clg (1th Clg 5 Gross a 14B 4.6 2.1 1128 - - 56 - •••• 280 ••• 100 Exposed b 12C 2.9 1.9 0 •••• - 0 - "•• 0 '""' •"'" 0 walls and c 13C 3.2 12 20 •••• •"•• 120 - *•"" 0 •""" " " a partitions d 0.0 .0.0 0 ••"• - 0 0 •••• •••• 0 ^^ - e 0.0 0.0 0 - - 0 '^" "'"' 0 '"" '"• 0 6 Windows and a 1C 37.0 112 4140 "" 0 0 "'• 32 1183 •"•• 32 110 glass deers b 8C 37.0 `• 40 1478 '•"• 0 0 '"" 0 0 ""•" 0 0 Heating C 9C 38.7 •0 0 0 0 "•^ 0 0 •••* 0 0 "•"" d tC 37.o •" 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 •••• 0 0 0 0 ""'" 0 0 7 Windows and NorVt 20A 51 - 1040 0 - 0 1 - 21 32 653 glass doors NFJNW 0.0 0- 0 0- 0 0- 0 0 "" 0 Cooling E/W 54.4 101 - 5494 0 - 0 31 - 1684 0 ""• 0 SEISW 0.0 a ^'• 0 0- 0 0 0 0 0 south 0.0 0 0 0 -^ 0 0 •--• 0 0 -••• 0 Horz 0.0 0 ••'• 0 0 "'" 0 0 •" 0 0 ""' 0 8 Other doors a 10D 14,7 9,' 20 294 199 20 294 199 0 0 0 0 0 0 b 10D 14.7 1 9.9 18 265 179 18 265 179 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 950 4405 1969 36 166 74 248 1143 511 128 590 204 exposed b 12C 2.9 1.9 0 0 0 0 0 0 .0 0 0 0 0 0 walls end c 13C 3.2 1.2 230 725 269 102 321 119 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 a 0 0 0 0 0 0 t 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 22 1709 2898 3804 77 131 171 208 353 463 340 577 757 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Flom a ZZA 25.9 0.0 172 4458 .0 22 570 0 35 907 0 20 $16 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 0 0 0 0 0 is displ, d 0.0 0.0 0 0 0 0 0 0 0 a 0 0 0 a for stab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 33.4 9.4 1N0 630 1787 38 1271 357 $2 1070 301 $2 1070 301 13 Subtotal bss=0+8_+11+12 •••• 25017 - •••• 3018 -- •••• 4655 - "" 3938 - Less external heating •"•• 0 •••• - 0 •••• •••• 0 = •..• 0 - Less transfer •"•• 0 •••• - 0 •••• �•• 0 •••• •••• 0 •••- Heating redistribution --" 0 •"•• - 0 a "*• ,••• 0 •" 14 Duct loss 10 2502 - 106/, $02 10 466 "^' 10°/ 394 15 Total loss =13+14 - 27518 - - 3320 "" - 5121 "" - 4331 16 Int. gains: People ® 300 4 - 1200 0 - 0 0 •-•• 0 3 - 900 1200 2 1800 0- 0 0 ""^ 0 0 "" 0 17 Subtot RSH gain8_®2.16 "*"" - 17741 - - 1100 - "" 29M - "" 2874 Less external Cooling - - 0 •••• •••• 0 •••• •••• 0 •••• "••• 0 LEss transfer "" 0 "" "" 0 '•" •" 0 ••'• "`• 0 Cooling redistibMion •••• "•"" 0 "'"^ • "" 0 0 '-" '�'- 0 18 - EW gain 10" - 1774 10 ° - 110 10 QA - 298 109 "'• 287 19 Total RSH gait?=(17+18)'PLF 1-00 - 19515 1.00 - 1210 1.00 - 3278 1.00 `""" 3162 20 Air required (cfm) -'^ I I 1 1000 - 121 62 - 186 168 "" 157 162 Printout certified by ACCA to meet all requirements of Manual J 7th Ed_ �- wrngl-liltsoft Rlgtt ftuResioe-5.5.08RSR280t3 2003-Mw-2609:1= IM F-VlWCerdax 200Zt69211692r. Page 1 03i26i2003 10:21 DEL AIR 4 4076614089 NO.347 D011 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET LAKE MARY. FL 3g7464206 Phase: 407) 831-2W5 s � Job:1692 09-05-02 1 170t Ed_ Nsme of room 10 T W1CILDY MBR WIC 2 Length of exposed Wall 31.0 ft 6.0 ft 220 ft5.0 ft H4MANUAL 3 Room dimensions 17.0 x 14.0 ft 6.0 x 11.0 ft 18.0 x 16.0 ft 18.0 x 5.0 ft Cerings Condit. Option 8.0 It heaf/cod 8.0 ft I heaVcool 8.0 ft I heatf000l 3.0 ft heaticod TYPE OF CST HTM Area Load (Bt&) Area Load (Btuh) Area Load (BArh) Area Load (Mll) EXPOSURE NO. Htg I C19 I M Htg �9 (�) Htg I Clg (ln Kg Clg Htg C19 5 Gros a 14B 4,6 2.1 248 "" ""*" 48 "" "" 170 "" "" 40 b 12C 29 1.9 0 '"" "'" a 0 "" "" 0 walosand c 13C 3.2 12 0 "^ "" 0 "" """ 0 "" "" 0 par0tions d 0.0 0.0 0 o .�. 0 o "� .... e 0.0 0.0 0 "" 0 0 f 1 0.0 D.0 0 "" "" 0 "" 0 6 WrndOWSand a IC 37.0 0 0 "" 0 D ""' 32 1183 "" 0 0 glass doors b $C 37.0 40 1478 "" 0 0 '"'" 0 0 0 0 Healing c 8C 38.7 " 0 0 "" 0 0"' "' 0 0 0 0 "" "" 0 0 0 0 d 1C e 7L 37.0 20.8 0 0 0 0 "" 0 0 0 0 "" 0 0 "^ 0 0 "" f 0.0 "" 0 0 "" 0 0 0 0 "^ 0 7 Windows and North 20.4 1 '^' •""' 19 0 "" "'"" 0 0 1 0 21 0 01 0" "" "` 0 0 glass doors NFJNW 0.0 0 0 0 w Cooling ENV 54.4 39 2126 0 0 31 1884 0 "" 0 SEISW 0.0 0 0 0 0 0 "" 0 0 0 South 0.0 0 "" 0 0 0 0 "" 0 0 "" "" 0 o Horz 0.1) 0 0 0 "'- a 0 0 8 Other a SOD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 149 4.8 2.1 208 958 428 45 221 99 144 664 297 40 184 82 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0; 0 0 , partlons 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 Ceifings a 16D 1.7 22 238 404 53o 66 112 147 288 488 641 90 153 200 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 D 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 1)0 0 0 e 0 0 If 0.0 0_0 0 0 0 0 0 0 0 0 0 0 0 0 A Floors a 22A 25.9 0.0 31 804 0 6 156 0 22 $70 0 5 13D 0 (Note: room b 19G 1.1 QO 0 0 0 0 0 0 0 0 0 0 0 0 perimeter o 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 is drspl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 33,4 9.4 40 13371 370 0 0 0 32 1070 301 01 0 0 13 Subtotal losses+8. +11+12 " * 4981 - "" 489 "" "" 3975 "" "" 407 *"*` Less eAftmal heating "" 0 "" "'"" 0 "" "" "" 0 �,,, ,,, 0 0 Less transfer 0 "'� "" a 0 }seating redistribution '" 0 '" 0 "" "" 0 "" '""" 0 14 loss Duet s 10 498 - 10 49 - 109 397 10° 47 15 Total loss =13.14 "^ 5440 - - 538 - - 4372 - "" 513 16 Int gains; People 300 0 - 0 0 - 0 1 - 300 0 "'" 0 A1200 1 - 1200 1 - 600 0 "" 0 0 "" 0 17 Subtot RSH gain7+6. +12+16 '"" - 4679 - *"" 3244 ""*' 283 Less external coding . •.• ••» 0 ,•• • --�- 0 •••• •••• 0 ••-- ,,,. 0 0 Less transfer 0 -'-* *�+- 0 0 Coding redistnbu5on •••• •••• 0 ..•• •••• 0 ••• ---- 0 »» '"" 0 Dud gain 10 "" 468 10 "'" 85 10 - 324 10 ""° 28 U2NO Total RSH gain�(17+18)'PLF 1.00 5147 1.00 "*" 930 1.OD - 3%8 1.00 ""' 311 Airrsquired (dm) ^"" t99 264 ""' ZD 48 "" 159 183 "" 19 to Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr.ghtSOlFt RIg*Sutte Reskkwdal1 S.5.06 RSR2W13 2003-Mar-26 MAO= E;Wft$x200Z♦1Mt69Z- Paget 03i26i2003 10:21 )EL AIR 4 4076614089 NO.347 P012 RIGHT-J WORKSHEET Entire House .01 DEL AIR HEATING)UR CONDITIONING,R 109 COMMERCE STREET. LAKE MARY. FL 3W46$208 Phone: (4a7) 831-2665 Job:1692 09-05-02 MANUAL J: 7th Ed. 1 Name of room METH 0.0 ft BR2 31.0 it BTR 0.0 ft 2 Length of a q=ed wan 3 Room dimensions 6.0 x 14.0 ft 18.0 X 15.0 ft 6.0 x 8.0 ft 4 Ceiings I Cond1L Option 8.0 ft heakod 8.0 tt heatkod 8.0 ftj heaticool TYPE OF HIM Area Load (Btuh) Load(fta9 Ama Lad (f AM EXPOSURE NO. Htg Clg (fn Ntg (,) I �e Htg G9 5 Gross a 14B 4.6 21 D "" "" 120 Exposed b 12C 2.9 1.9 0 '"" "" 0 "' "" 0 wells and c 13C 3.2 1.2 0 "" "" 128 "" "" 0 Partitions d 0.0 0.0 0 "" ""' 0 '"" 0 e 0.0 0,0 0 "" ""^ 0 "" 0 8 Windows and a 1C 37.0 0 0 "" 16 591 "" a 0 glass doom . b SC 37.0 0 0 "^ a 0"" 0 0 Haating c 9C 38.7 0 0 "^ 0 0 "" 0 0 d 1 C 37.0 0 0 0 0 "" 0 0 s 7L 20.3 0 0 '""" 0 0 ""' 0 0 0 a ---- 0 0 0 0 7 Windoars and North 20A 01 0 16 ""' 326 0 "" 0 glass doors NEINW 0.0 0 "" 0 0 "" 0 0 "" 0 Cooling M S4.4 0 "" 0 0 "" 0 0 "" 0 SE/SW 0.0 0' "' 0 0 "* 0 0 "" 0 ..� South 0.0 0 '" ' 0 0 0 0 "" 0 Horz QO 0 "" 0 0 "" 0 0 """ 0 8 Otherdoom a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 104 479 214 0 0 0 exposed b 12C 2.9 1.0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 12 0 0 0 128 403 ISO 0 0 0 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0_0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 22 84 142 187 270 458 601 48 81 107 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e o.o o.o 0 0 0 0 0 0 0 0 0 f a.o o_a o 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 31 804 0 0 D 0 (NOtF - room b 19G m 0.0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 a 0 0 0 0 0 0 0 0 is disk d 0.0 0.0 0 0 0 0 0 0 0 0 0 for stab a 0.0 0.0 0 0 0 0 0 0 0 0 0 fbors) t 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 33.4 9.4 0 0 0 18 635 ISO 0 0 0 13 Subtotal Wss�+8. +11.12 "" 142 '"" "" 3270 ""` "" 81 Less extemal heating -'» 0 «» ..« 0 .... .... 0�-- Lesstransfer "" 0 ^^ "" 0 ^-* .... 0 .... ,... Heattng redistribution "-* 0 -�-' "-^ 0 ••« •••• 0 .• • ..« .... 14 Duct kiss 10 ° 14 "" 10 °/ 327 - 10 8 - ° 45 Total loss =13+14 - 1571'""" - 3597 - "" 90 - 16 Int. gains: People @ 300 0 "" 0 0 '""' 0 0 '^^ 0 1200 0 0 0 0 0 "" 0 17 Subtut RSH gain--7 8..++112+16 "" "" 187 ""' "" 1442 "'" 107 Lass o tmal tooting 0 "" "" 0 "" 0 Less Banter '-'- .... 0 ••« .•« 0 0 .... Coding redistrilwtion - ,••• 0 ••"• 0 •••• •••, 0 •--� «» 18 Ductgain 10 - 19 10 OA - 144 101 "" 11 19 Total RSH gain=(17.18)'PLF 1.00 - 206 1.00 - 1588 1.00 118 20 Air required (dim) 6 11 - 131 81 "" 3 8 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wt7Qi71rsofVc RigtdSuite Rtsiderdlal" S_S.06 RSR26013 2003mar-2609.10:33 E:rleslCenlsz 20021169Z11892.rsr Page 3 03i26i2003 10:21 DEL AIR 4 4076614089 NO.347 9013 RIGHT-1 WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job; iG92 09-05-02 - 106 COMMERCE SCREE r'. LAKE MARY, FL 3274s6206 Phone_ (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R i"0 4 BR3 a n e a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 54.4 32.0 1.0 GREAT RM a n n a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 20.4 32.0 0.0 KIT b n w a c n 0 d 1 1 90 1.0 1.4 1-0 7.0 54.4 40.0 0.9 WIC/LDY MBR a n w a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 54.4 32.0 1.0 WIC MBTH BR2 a n s a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 30.4 16.0 16.0 BTH w ig i7t50't PAft Suke Redder Fm 5.5.06 RSR26013 20D3Mar 28 0910 3 /D(A E1FlIesVA teX 20001169211092.rsr Fa" 1 ;Y7 4 3 2 1 3. + (3 INT(n4courz SrU3 For! is, mot DOOR. REVISIONS AT�Apao w too-�-Loe nor r no REV. N0. ZONE: DATE: ECN N0, nPPVO: DESCRIPTION �, ASfI CKIN) AND uPLnvSic.ApOM (Alan aAniA) { t B2 It/00 - A(WW OTY (1) WAS (2) FOR TRACK BOLT S OPIT US OWa OR srw A I`//tl' ACArUC VolVAAA0.0 Su 3CCT10N Y-� NOIYiWTK TMGK UlFg►QAT Pr i 70 G WN. CND InUS ATTACNW TO DOOR OOOA WSL4ISA (TO WT) IN WIN WIN PATV40 T00-L-LOC SYSTLY ,p (70P, 94TTOY r O(NMA). p y y y ----� Nlw 7• j'� Ga/tA1O1s'dta e,`O M-0/11woo4."sW v00D W iGAC i LISTED neNPr� .mN °Na4'^; K ,q I D� }g{, •� - AVA;MLL AS AN OPTION � .I �' \M . Z• 4N+. TAACII TNKV4iti1 .o1a• ma iMeN MACIraT. aM r7 ~ (1) TNG/ CKCf►G SIDS, UM TOP SRAOK C REPORT#9606C I' s to G u-94q, yy I r •, � V-T1A•S N A 3-I-7-I PArTD1�G TNx V-64q L" ,{ 3(CTON, CTC.) (IMI/1• SrWsi NCTK •eAaw• y�i1f1= LtPr " OMK4. OVTSIOC KV= LOCK POan10N u a UA DOOA VOT o Is'-0' 1=4�S w w�nr n rv�mu4 IJ..GI.lyO.il"� . y<n�,lNr • n n wfr NATr I. FRONT FRAM( YIM U.V, OOHS VP TO 7'-0• NIV CONSIST OP ((1) 3C�tIONf ((SlKlww. ////'''' OUTSIOL wASN01 ACOUN[D. W ISCAM WY IC IC011RT0WrIN STOP wwLwO eY OOOA NS(41tA (TO SUIT) Booils OWI 7'-0 N04 coN71ST of (a) SCCi ON7 (NOT S�). (WT nT aIXNTD) ro PAONOC A R1rSN SouN No x0 G WN. OALY, CQL Do STU y,IPFAC(. NOA730NTK ,YYes 00 Nor TR,41YG LOIO. x,1 YTJLOw P11L J/W left 30 G OILY. srm, NTTA. sTx[ ..I - 1' THICK i/O/iRrIJC UTL SOtDLO wS10(� srfmN .-A - 1 G ally iT[C TRACK BRACKm �Asram to woolo J4Ae� y xs OA Wtl. EttlL UTI " A jest/K PAN N(AO sciwo WM OK s/16SI-a/S' W SCR" 3 . SKVI COARO v. O-W Nuti 10 sCAtwi P01 UT O { .r 3I (C-•o P[11 iMtJ( d4CKCT, n "YANILwO, WaO-ON PRINTER, 1/11i• TAPTOMSCASWSs ON007-IPo/I7' K COK (O 7/I{' I.0 ROUND P.MN IN A SIK(O.ON POLY(STEA SNAP LATCH (NOAO(s AWN. CpNCq� YY.T1W13 w0.U0m WITH F" � (ONi AO�A) TOP caT APPy(O ro SOM 1x G. CALM, STU& TOO ONTO V(Anbx 7AK04 y�4 AICiIONi, fT aA, NN. INSMA 40"'P D j ro I ;µ, 7CALwS��L LIDLS-0/ mLl SIN. AaW MACKR. LICK oN[ SNAP wLN oN wiM TMICGts. A�ICIIOf3 WY S( COVIITUISUWf x' aALV. . ST THCK rArrDlrD ro I• �� N w r) eAKKC MI4.i* w/(•) wiG. ST11i {MJI SIO[ 0/ OOOA. (6Ui N01 KOUIN(D) TO PR7ADC A /WSN 11TRACX ATLrGIm - r� /4 Y i 11.s/a' SNLU WET 40UN11N6 SWPKY. NOM2WTN. JwraS DO NOT Pro! ONL I/K'rS/S BOLT r NUT tAj I)i d ♦ T SCMrS P(A WD hNOL SNIP LP JOINT& CASw7, rP m= Lao. 011 TWO 1/4' OIA FF4TM J ounu NLYCO NANOIL (ND 3. ON SNo11i- STW, 10 s4L STQL AOLi1A. ii (NO W OAW. (� snlc �..e fn M.I . nN YMK wLCOV1(1D, P.L. NoN[N�OL,T INT0. p�rw •.mNi�._n. Arrtf enema frrneN C.0 RORIOA AX I4Na FASTISsnuS �Wrf�r(1j IIa/e• w90t iWol( �U NORM C4W-m P.0 /1X77 - 70 G oAIV, ST((I rAPPWO sOALwS. j� IN iM oarcN or Tt1( SUPPOrRNO Srnucruwt a,pJ(NTs DESIGN LOADS: +24.0 PSP dt -24,5 PSF y • WN. Y(U 3TNMTH: 30 K31 ouT:w( aNCN ax bt N( P[3PONseNJr or TNc PNxr(aaKxrl or TEST LOADS: +36.0 PSF k -37.0 PSF rLwDU Of D000. PLCOPO /011 TNC BUx.04q OA sT11UciUAt ONO w ACCOAOrwC( 7• -• J' TA{J.. 70 G "V. sR0. V+iNS (NO SUOE SOLI TWO V-Lax `nM CUM-NT SISLCAN COOS IOA ML LG�D! UlTCO ON owa a r+Y..m rK 1�,m w[ w1s L snu ax (Nucp naS OAAwINc, NA w1N " wm rb�l ( PART NO.: - h ^ 1-T/1• ON BOTTOM stet N, ON 'U-MA ON mw wTO Y(RTrUL Norco unl•u 3W1•tl olNsrwis• III Tklnul R SiU 1100 A /"1 T SCOTNMI (�c.j. tMr V_wA A,TAd1Lo LOCX SINE awNwUN/h r.ry N.,r,NNn. IDEAL • • I 'RAM I a13/i' sW TIDNNO sCRM'S L PPmII TO" knoll OH 'm SIOCw aoIAY w. TOLERANCES •r. Tr. Na 1-!I}�el-KI00 a PLA LOCJ,110ri02 Ow. 4 w•Ywtl Irr4n w nev n•1 elelo eom claour PW Mq I-SI} {I-JSI9 w 4r1.••4 •.., .,W-Iw. 0 k.03 ...IJ1., r WaYWIM .DO . i:A1S ..nnON A -A r3mt vin l L� rIN.t I1. Prr.w..t P.wn v DESCRIPTION: NODES 6RST W4 16-0 x 6-0: 24/.24,5 DESIGN LOAD -...• Y- -4.. n.Y r., iL N Soo . t,006 Dwc. LJ •,> 13 G "y ana BorrowaPAOKcr. l wrYb N •�r -.. w DRAWN BY: 81u1u GATE: 4/18/00 SCALE: NTS D ITTACK(O WIM (3) IIh3/1' 3NKT YCAL SCAMS. � ...NPw ,j,.,•rn,,,. .DODO . t.001 lDPgnse SI/T CHECKED BY: NWw DATE: 4/16/00 SHEET 1 OF 1 512E AWWNUW cm-AlON /� yr Third MOT• .„V r VIM wrMWAST". / /� ProJN:tion - o3gN7oNs Ae w Pw.4a. OWO, NO.: 102136 REV, NO. ) N 43 • 2 P��rl',fIArY t�,'.u1d*�T'� ,T�UJL'II�����, 0 I - a "DEL D£S;C AN TIONN.• Thorma-TN In -Swing Door Wood Tomes System .t)Fg;GN PRESSURE RATING• 3 MAX III, O.C. Single Positive. 67.0 PSF Negative 67.0 PSFUYI • IM rri�fRAl1 NOMINAL SIZESingle up to S'4 x WO w/wo sidu!t.•a Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF Ci DOUDIe up to 6'4 x WO r/wo aidali!es .° m Nil tRAT oNSr Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF 02 B SC LGL- X, OX, X0, OXO, XX, OXXO 2 I-ENFRAI DFSCRIPTIONc The hood and side jambs ore ringesioint pins measuring c min. 4-9/16• with a /2� robbeted stop. (� W 3/16" TAPCON "a 18' O.C. 1/2• DRYWALL ¢q i TYPE ANCHOR 3• F O O J/16• TAPCON .: ':�''• 1 x 2 FlRRINO 3¢ TYPE ANCHOR y 1� '1/2• nRrIeALL r •y ' 9 Do Z \�... . " g MASONRY UN1FL 1p a id MASONRY UNfl1 - : •; •: • , �a 2X DICK a tx BUCK v'• ' • ^ u n WTERIO L m Vial W co y N c 3/16' TAPCON .. / 8 x 2-t/2' - 4x (S« net. 2) w .. A .- CONCRETE . �� i/FM ,LWB C •y ,,• MASONRY BLOCK NERD 3AMe J k ^ M t�TD 2Y SUB-111FCX ,,'• :.� I• TO 1% SUB -BUCK w 1/2' DRYWALL :. :. N Y . •. IX BUCK � •o s 3/16• TAPCON I■ 2 FlRRA7 Y W 1/2• DRYWALL TYPE ANCHOR dl1EB1G6 <� <f 2X ItQpf •. - CC i _ J�8i98 1 x 2 FlRPoHO ;;4 �.�•�.' y . ' ELCO TAPCON OF' EOUAL IW W .� : •:. (233 LB. SHEAR RAT1N0) 3/1e' TAPCON 1 r• I } o a (Sae note 2) \ .'��• NO z OO 2-1/2' . t: ; . •...j. " 3 :Y4o y: U O 1 O 't 3 TAPCONX MAX. ¢ EXTF)WB �. (TYPE ANCHOR r SHIM SPACE -I .••; -I/,•MIN. t ";r j _ ''a' vfR'IIGY. SIOE 4018 Y'.-• slew VV4C i :,, TO Ix SUB -BUCK TAMS, ANC ;i,,, .; • •. � 813.684.3831 I.Is' I&K pin i9Qlar 1, This system has been evaluated For use in locations cdhering to the Florido Building Cods ✓, t• VERTIGV. DATE 4/3/02 SIDE 3AM9 and when pressure regvirsmonts as determined by ASCE 7 Minimum Design Loods For Buildings TO L SUB-Btrp 1 ,/�' r $CALL• N.T.S. a+i and Other Structures do not exceed the design pressure ratings listed herein. D'eG Or. W.L.N. 2. For installations where the sub -buck is less than 1-1/2• (F'BC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.7 and 1707,4.4.2) Topcon type concrete anchors must be used and the DRAWING NO.: length must be such that a minimum 1-1/4• engage nent of the Topcon into the masonry wall is obtained. T-0220t . sNtxr t ar t r �(ODEL DES1(.NATIQN: Thermo-Im Out -Swing Door Wood I'rames System ` "•" IM rM OVER�r L NOMINAL SIZE, Single up to 5'4 x 8'0 w/ro aidd'ba 3 MAX 18' O.C. •. •;e'+K:N PR CSUR ATINO: Single Single with Sidelitea Positive 67.0 PSF Negative 67.0 PSF Positive 60.0 PSF Negative 60.0 PiF Double up to 8'4 x 8'0 w/wo sidelltes - I. a 7ouDls w/wo Sidelitea Positive 47.0 PSF Negative 47.0 PSF IIUp�,�0y90uRA710Nsr X, OX, X0. OXO, 7IX, OXxO My,. RLn DESCRIPTION; The hood and side jambs are Anserjolnt pino - measuring a min. 4-9/16' with a 1/2' rabbeted stop. �T,•.�.• C MASONRY LINTEL m ci �} 0 H, yrt { L T—n� ryN iex2.- PFH M EAD JAMB Ufl-8 MASONRY LINTEL 1 x 2 FlRRINC DRYWALL w may. 1`lr LaN. —{- ENS. i t` 1.15' NW. , EMS. _ P5f4 �.. + :?•.. 25' MAX• :r SH9/ SPACE •.'f� '" iXII81Q8 ' i ' 4 r t 4x . PFH INS .sue 3/16' TAPCON TYPE ANCHOR J. 2S •,,'+ y . 4 I x l fIRRING MAX IS' O.C. • 11— 3/1614PCON TYPE ANCHOR IX BUC< ry 25' MAX. SNIP SPACE i I Jtam EXTERIOR 3/16- TAPCON 2.25' N TYPE ANCHOR = u HEAD JAMB TO IX SUB -BUCK CONCRETE MASONRY BLOCK 25' MAX. ' SHIM SPACE 3/16' TAPCON EXTERIOR 1,23' Mhn, LIM •,.• TYPE ANCHOR ELCO TAPCON OR EQUAL 3/16' TAPCON (235 I.S. SHEAR FATINC) TYPE ANCHOR IT N wrRion t3'� C-SINK I x 2 MING VERCAL SIDE JAMB L1X BUCK TI ,- TO iX SUB -BUCK INTE•t �` !" •�.. BIQB L 1 2 FlRRINC M 1. This system has been evaluated for use in locations adhering to the Fiorido Building Code AM WIN. and when pressure requirements as deberminso by ASCE 7 Minimum Design Loads for Buildings r DRYW LL ZX BUCK and Other Structures do not exceed the design pressure ratings listed heroin. VERTICAL SIDE UAWS 2. For installations when the sub -buck Is loss than 1-I/2' (FSC section 1707.4.4 Anchorage Methods `•'>: •' .:; ': . ".. • 70 iX SUB -BUCK and iub-sections 7707.4.4.1 and 1707,4.4.2) Tapcon type concrete anchors must be used and the length must be such that a minimum t-I/4' engagement of the Tapcon into the masonry woll Is obtoined. J. When wing a IX sub -buck o 6-9/16' jamb is required to allow for min. edge spacing for Topcon type anchors. :i A �• IL ... : �YJ j 4 Y Y } S .. b CL !3F1[T•Z�!�?I DATE: 4/3/02 SCALE: N.T.S. DwG. BY: W,L,N. CHK, BY: R.W. sMW I or �/QfjFL D SIGNATION: :. Thermo—Tru In —Swing / Ott —Swing Door Wood Frames System uAxIMtIM OVFRAII NOMINAL SIZ Single up to 5'4 x 8'0 I:/wo sidelites Double up to 84 x 8'0'v/wo sidelites j .Aa F CNFlGURATIDNS: X. CA X0, OXO, A OXXO .�• NERA1 DE_�j'RIPTION: The hood and side jambs are ringerjoint pine measuring a min. 4-9/18' with a 1/2' rabbeted stop. DOUBLE 2X ,v HEADER Y PFW WS �8 13' UW. • C-SINK SHEAT3RN0 V — 2e' MO. swu SPACE 0 VERTICAL SIDE ,JAMB o 1.1s''�- OAS. I DFSInN PRESSURE RATING: Single Positive 67.0 PSF Negative 67.0 PSF Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF 0 110' 6.0' ao' 1 L 14 . rJ DOURLE 000R SINGI F OR DOUBT E DOOR WITH SIDELITES This system has been evaluated for use in locations odhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildi.T)s and Other Structures do not exceed the design pressure ratings listed herein. Bt3.684.3831 DATE 4/3/02 CNK BY: R.W. DRAWN0 No_ T-02202 agar 1 or _ t THERMA oTRU® TIBER CLASSfC/'SMOOTH STAR' CJSW WO "SWOL E AND DOUBLE W7d WiOUT SIDELRES. INSULATED F083MASS DOOR MTN WOOD FRAMES. GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR M41M1—OADE COUNTY. F2. 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 MATERI SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. S. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MIAMI—OADE COUNTY. 6. MIAMI—DADE APPROVED IMPACT RESISTANT SHUTTERS ewr REQUIRED FOR SIDELITES 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 SmoolhStar — 0.070" minimum skin thickness F berClassic — 0.110 minimum skin thickness Core design: Polyurethane foom core. withl.9 lbs. density by BASF. �truction: The po el skin is constructed from a 0.070" thk. e mo ng compound (SMC). The inferior cavity is filled with 1.9 lbs. density BASF polyurethane loom. The ponet face sheets are glued to the wood stiles and roils. Th4 LA latch stile s reinforced with o wood lock block measuring 2.375 x 14.0 long at the strike and deodbolt locobon. The hinge stile is Finger Jointed Pm and the top and bottom roil arc of a wood canposite material. In the double door application the inactive door is fitted with an extruded aluminum astragal (Wind Jomber d) of 6063—T6 alloy. frame is constructed from fi jointed pipe. The header is joined the side b�oommbs with (3) 16go. 1/ crown x 2 long stoples at each sde. The muttons are secured together in a sidefite application using /8 x 2" long PFH Wood Screws (6) screws per each mullion. The units use an Inswing Saddle threshold measuring 5.75' x 1.548'. $'1 I a�In :: The sidelRe panels are sandwich glazed using a two pieta npT—frf—�me. They are dry glazed on the exlria with on 1/8" thk. cellular gkuing tope (Stiyg-1! Tope)) a caulked with silicone. The Ste frames ore held ,together wil{ p /8 x 1 f/2 long Plascmv. TABLE OF CONTENTS DESCRIPTION TYPICAL ELEVATIONS & GENERALVERTICAL CROSS SECTIONS T HORIZONTAL CROSS SECTIONS HORIZONTAL CROSS SECTIONS & NOTES ANCHO ING LOCATIONS & D AILS ANCHORING LOCATIONS & GLAZING DETAILS UNIT COMPONENTS 8 BILL OF MATERIALS & UNIT COMPONENTS 37.5 MAX. OVERALL WIDTH 36" MAX. PANEL WIDTH x x w0 = ED x w w x a o -J J K O � 9 4 p C C � O X C O ri � N O N 0, 00 ^ L sINGti F WSWING UNIT 74.5' MAX. OVERALL FRAME WIDTH 36.625' MAX. PANEL WIDTH —I W ASTRAGAL I x U x w w 0 X N 1W DESIGN PRESSURE RATING UNIT TYPE WHEREWA ERN I ILTRATION RE UIREMENT IS NOT NEEDED SINGLE + 67.0 PSF — 67.0 PSF DOUBLE + 55.0 PSF — 55.0 PSF SINGLE & WITH SIDE ITES + 55.0 PSF — 55.0 PSF 105.5 MAX. OVERALL hKAML wluln 36.625" MAX. 15.5" MAX. PANEL WIDTHASTRAGAL LLJ FRAME WIDTH O / 13.75" MAX. Q O 00 WIDTH ft0 OD 7.125' MAX. p S O "� D.L.O. WIDTH U U 00 r �Oj00 Il } r OrD� yVl x? G O �{nJ Q�IZ U2VI 7J m W� DOUBLE W/SIDELfTES INSWING UNT a'F J 2 68.5" MAX. OVERALL WIDTH UPS �u ALL MODEO 36" MAX. 15.5' MAX.E AM FROM INTERIOR I PANEL WIDTH FRAME WIDTH &I Q3 t 13.75" MAX. a WIDTH m r 7.125` MAX. - D.L.O. WIDTH x w 6 r 2 C O r c J C 0 X w o � r r O r Z fI��L��BUILDING CDNSl1LTMR5, INC CENTRAL ® & ®o A. Ysa scAL er: N.T.S. 7JH T w T7� .�`�(/�/� CHK. 9Y: RW M —A—N (� UM � - t ~NG No.: �.`a v S-2151 /�i / Ga Y l i -- — 1 or E 2 O 0 co 1 2 DOOR PANEL Z INTERIOR a a to N of n �m ... t..o'.•'O. N � ZY �Z `�'• � v 33 � 34 x W x J O X O O n�0 EXTERIO � o N SEE • TE t. cu- SEE I I, GLASS THK. iNTERIO 1 `� FOAM CASKET do N m SILICONE CAP BEAD0..0 6 ol rl op'4 1.68' MIN. i p PANEL THK. `t0'a 42 Z t3 SEE NOTE 14 5 SHT. 4 29 N � � ��� �•�v � Ll T 10 0 2' M• a cm. BY; TJH v' c- er: RW 21 S151 sNm � a 6 F-p / v / G i�•//t/�..� / • `" _ram SEE NOTE 2 SHT. 4 n INACTIVE ZY z J Z ASTRAGAL RETAINER q BOLT 8.0" LG. TOP & BOTTOM (2) BOLTS. AT TOP & (2) AT BOTTOM 1 SON 3 0 ASTRAGAL EXTERIO 13 ;a v.• a INTERIO _ 1.15' MIN. EMS. �.25- MAX. SHIM 15" MIN. C-SINK SEE NOTE 43 5 SHT. 4 INTERIOR FOAM GASKET & SILICONE CAP BEAD Col O LQ 1 ®© 7 SE NOTE I 35 SHT. 4 30 SIDELITE TO BUCK r\ w 05 O co 000 6 a Q :t ACTIVE n O n 0 UJ ;- OO�o _ �3=00 00 a �[ -a xZ z SEE NOTE 6 3 SHT. 4 FOAM GASKET & 43 SILICONE CAP BEAD inr� �vWi SEE NOTE o- a: w 5 SHT. 4 34 a = p 43 13 _ �P.r?5 ff U v Q. ° .O. I 2VI 4 36�w 41 26 9 10 29 O < - a S E NOTE 1 37 SHT. 4 _ a SEE NOTE 7 SHT. 4 2 HORIZONTAL 3 0 R HINGE JAMB N TO S10EUTE LI— C i•V'L�n� ,' lo-AC)Ei�'Ti w1 c a,e 08 10 0 112" _ 5mmPAN, {� �jjj %� /(�rt1i1��j �I[� FmN f`�\y. C IIJL' lLuR , v y��r G ':JidL^ 0 BB cwc. RW NC 1�'!;L`.Ll �l llJ 11' t' ll 5-2151 SNIT 3 _ or 8 — _ 1.15 MIN. EMBED. 15' MIN. C-SINK •• •I 13 3 ��11 21 31 25" MAX. SHIM SPACE r16 LATCOR HJAMl TOOBUCK, jJQy 4 LATCH JAMB TO BUCK, NOTES: 1. SPACING FOR REM 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 (18 x 1" PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1. 3 5 18.251. 40.5', 59.25, 74.25'. 76.25' & 78.25'. 3. THE HEAD JAMB IS ATTACHED TO THE SIOE JAMBS WITH (3) 16GA. x 112' 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 SIDELRE 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 REM 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 (p 10 x 2' SCREW). WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELRE AT THE MULLION USE REM NO. 37 (110 x 1 314" SCREW). ZY b Q ^a FOAM GASKET do SILICONE CAP BEAD I.IJ Min. EMBED. 15' MIN. `I C-SINK I .INTERIOR a / �1. 2 4 HINGE JAMB TO BUCK, 21 SEE NOTE 35 6 SHT. 4 43 EX ERIO SEE NOTE 5 SHT. 4 0 oo 36 29 1341 °z 3 SEE NOTE 1 ^ a SHT. 4 31 INi 1 3 H I NT R 4 ® STRIKE JAMB To sIOELRE (o a • 12 NOTE ;I_tDZ 8 op 10 SEE x 7 SHT. 4 \u 6z .25' -MAX. v o� 41 SHIM SPACE yob zz NO as uuMIA ' `' W 9u�LD:Nc pNS�lTI rS iNC 813.684.3831 By., TJI er. RN NC NO.: S-2151 4 or SEE NOTE 3 SHT, 4 TYP. 3" --i SEE DETAIL "F" SHT. 5 6 IT36" �?. 3' ■ ii II — ®I: — SEE NOTE 6 SHi. 4 SEE DETAIL 13 — "G" SHT. 51 TYP. SEE DETAIL _ 'H' SHT. 5 .D. 3' 3- I 13 II II I TYP. _ )3 TYP. SEE DETAIL _ 'F' SHE 5 SEE DETAIL SHT. 5 SEE NOTEJ--TNP' 6SHE 4 13 SEE NOTE TYP 4 SHT. 4 14 ouj > t" � � N 00 O V1 0 00 Z 0 Cc8 g U-) 6" L—j NOTE 3 sHr. a 6'V--- D a W � o� o cc 00 tu (LiSEE 10 TYP NN _ x C�— y Nid SEE DETAIL 'D' 'E" n " 9 'o SHT. 5 TYP. a O § SEE DETAIL SG" SHT. 5 "C" -�• "D" - 1 w QI�Q- 3' 3� 3" � I � 3" --1 3- 6" 6 6- 6' 6" --i h-- 1 \- SEE NOTE 10 4 SHT. 4 %TRAL FLORMA Bo0vA o SINGLE DOOR DOUBLE DOOR W/SIOEUTES ° MANUFACTuRER8 N �w MASTER 7r,v FMF-tdt , ^Z A o.357" BOLT DEEP ENOUGH FOR A 2" pNSULTIM". INC 13 BOLT THROW 8)3:684.3831 12 r 0 13 r DATE 08 10 01 0 o snit N.T.S. 13 10 avc, er: TJH 0 CAL eY, RW DRA"NO NO.: 10 OFTAIL "F" DETAIL 'H" S-2151 ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS STRIKE PLATE TO FRAME DETAIL "G" AT THE THRESHOLD sNEtT 5 a 8 ncren "F" . c nWM N N L Vl J L E DETAI SHT, 5 'P. MA,N�JFAC TtURER o SEE DETAIL F- SHT. 5 6b 10 6" 3' 6 • 3' —{ 36" 3' f 3' 1 6" --i 3' I I I I I I I _ _1 IF A I 13 I. SEE NOTE — - 13 TYP. 3 SHT. 4 SEE NOTE TYP. SEE DETAIL 3 SHT, 4 SEE NOTE _ 6 SHT. 4 'F' SHT. 5 — o 13 "� TYP. SEE DETAIL — "G" SHT. 5 _ SEE DETAIL LDSEE DETAIL TYP, �n �' "E" SHT. 5 'H" SHT. 5 TYP• L SEE DETAIL 'K" ." 'K' TYP. SEE NOTE GSHT. 5144 SHT. 4 — TYP. 14 TYP. II II 3" yi 1 I 3 } 6" 6' 6" 3' SEE NOTE 3' 6" 6" 3' 14 4 SHT. 4 6" 3' ® ®TYP. DOUBLE DOOR SINGLE DOOR W/SIDEUTES 453" GLASS r BITE ^ -••I F--.463" CLASS BITE EXTE6IQB v 25 1/8' TEMPERED GLASS 0. O .25' AIR %O ' .0 ' SPACE 0.. • , Y 2 �zr 1/8' TEMPERED INTERIOR Z Y CLASS 36 6 �S 7d 41 tL SE NOTE 1 .25" STEEL INTERCEPT SHT. 4 SPACER ,.5' TCM INSULATED CLASS W/ LITE FRAME GLAZING DETAIL 5) _ 1/8' TEMPERED rSEENOTE GLASS 0 t7.25' AIR O.. SPACE 0 1/8' TEMPERED GLASS36 .25" STEEL INTERCEPT SPACER 5- INSULATED GLASS � RTS LITE FRAME GLAZING DETAIL 0 a V vv 80tNO �NwlTN/15INc 813.684.3831 T. OS 10 01 ut N.T.S. a Br. TJH K. BY: RW Nvgf NO.: S-2151 [Er 6 of 8 4,563" --�{ P.06,3" h- I In ZI 20 21 9 3 WOOD FRAME FINGER JOINTED PONDEROSA PINE —1.92" — —1.734" — r--- .99- ----i Ll I� .097" 4 x 4 STEEL DOOR HINGE " b 1.531 , IDELITF TOP k BOTTOM RAIL FINGER JOINTED PONDEROSA PINE N 0 33 1.232" PLASTIC LIPLITE FRAME EXTRUDED BTS 2.141 F 691"—�j II 1+) L INSWING SIDEUTE 15 BOTTOM BOOT 0.09- EXTRUDED VINYL WALL (D N o 1" �- -1.531 --I O FC. TOP RAIL WOOD COMPOSITE ry v) 1 t.531"--I a L 1 o m r BSS. BOTTOM. RAIL 30 11 `�° WOOD LOCK BLOCK WOOD COMPOSITE v? FINGER JOINTED PONDEROSA PINE jFT -1.077" - �--- 1.531 and rrc RI eNK SIDF STILE FINGER JOINTED PONDEROSA PINE 1.264' I Imo^' FC- Lem>a SID STILE COMPOSITE O4--1.531"--I FC 80770M RAIL WOOD COMPOSITE o� n CC zon �--�{-.526" 2.713" TCM (]bFRM4-TRU'S _POLYPROPLNE) O Pl A-CT1C LIP LITE FRAME EXTRUDED 7GM --1.255" ---I 1�N • n i {►-1.531 FC WOOD HINGE SIDE STILE 813.684.3831 owo. er: TJH cNx. W. RW 5-2151 7 ov LLIM IP I SAIOOTHSTAR SKIN .070 NAM neiR(XASSIC DOOR SKIN .110' MIN. THK FIBERQALS BY THERMM-TRU With 'eld streroh F mn 6.DDo psi noMASS 2 3 Fr- TOP RAIL 1.531' x .94' THERMU-TRU M900 COMPOSRE FC. LATCH 54.E -TRU. MOW COMPOSITE 1.531 x 1.209 MOW 0O 59—EE WOW COMPOSITE 4 FG wa SIX[ HERMA-TRU FOfUEROSA PMfE 1.." x 1209 WOOD 5 Fr, BOTrom RAIL p.53v x 1.25' 11f1311.!.91bs.W N000 COMPOSITE MUW COMPOSITE 6 POL RETHANE FOAM F 1DENS FOAM 7 SHORT REACH COMPRESSION WEAT}ERYTRIP -TRU FOAM 8 LONG REACH COMPRESSION WE1T}fER51R1° - FOAM 9 10 4 x 4 HINGE .097 THK. ERMAA-TRU 10 x 3 4 . PFH WOOD SCREW me to Fra STEEL 1 1 SS BOTRIM At IS31 z m Ill`RLM-0 on I E MOW 1 10 x 2 C. PPH WOOD SCREW 13 8 x 2 1 LG. PFH WOOD SCREW STEEL 14 3 16 TAPCON ANCHOR EL -0 2.0 MIN. LG. STEEL 15 SI ELITE BOTTOM BOOT .090 EXTRU0ED VINYL VINYL 16 2x INNER WOOD BUCK WOOD 17 MAX 1 4 SHIM MATERIAL WOOD 18 19 KWKSET TITAN 700 SERIES PASSAGE LOCK SELF AWLIS MfG RI51M1U SAL101i - ALUM. FOOD p 4.3W x I-Z0 HEADER THERNA-=�KKxhvm WOOD 21 x WOOD 2 x 1. 5 JAMB TRU W 23 24 25 KWIKSET TITAN 700 SERIES DEADSOLT ASTRAGAL WINOJAMBER 11 WR68T .052 WALL GLAZING. 1 2 INSULATED TEMPERED GLA55 UM. 6063-T6 G S 26 SS. W1A,'£ S17LE(NW-TRU, POMXROSA PP[ Llu x 1.531 WOOD 27 26. 29 8 x 1 L.G. PANHEAD SHEET METAL SCREW INSWING DOOR BOTTOM SWEEP STEEL W 70D 30 31 FC WOW LOG( BLOCK 2-T75 x 1.515 POhOtNSA PWO SS. LATCH SU WRMA-TRU, W000 GbMFO6IfE 1.183 x 1.531 I WOOD WO00 COMIPQSITE 32 1118 THK. CELLULAR GLAZING TAPE STIK-II TAPE - 33 LIP UTE FRAME BTS, THERMN-TRU STS 34 35 - 1.5t3 x 1.25 BLANK JAMB -11U PONDEROSA PINE 7 M 00 36 SUFIRE SUE SIRE -1RU 1.531 z .636 FO/d)EROSA PINE WOOD 7 110 z t 4 LG. PFH W000 SCREW STEEL 38 SS TOP 9A4 IS31 z .91 1hERW-TRU MOOD MOW 39 40 NOT USED SILICONE CAULK - SILICONE 41 8-10 x 1 1 2 PLASCREW FOR ITEM 34 EL 42 SDBRE i0P BOifOY PA0. IS31 x .656 iG10?R054 PNE OD ��CTEFI 43 8 x 2 L.G. PfH WOOD SCREW 1 rn LE I 38 v'- SS, TOP RAIL WOOD COMPOSITE 592" 579" 1.531" E N h — 1.316" --j D N 1 O cn � 00 ¢D Zo„� N Lo Lj � D W O O7 .100 75" h'- � 26 N O179" IMPRESSION WEaTH RE STRIP BY THERMA-TRU % Ito d N R CH MPR ION 1H R IP FOAM CELL CORE W/VINYL JACKET SS, WOOD HINGE SIDE STILE FOAM CELL CORE W NYL JACKET 3" N / DRILL TRU FOR .357" DIA. ASTRAGAL DRILL TRU FOR A 18 RETAINER BOLTS PFH WOOD SCREW 2PLCS WIN (AMBER II WR68T STRIKE PLATE 31 �— 1.531 " ---�1 L ATC8 5jQE o F COMPOSITE ow 4'1-767 ASTRAGAL HAS r. (2) 8.0" BOLTS ® BOTTOM (2) 8.0" BOLTS ®70P 24 WINDJAMBER It WR68T ASTRAGAL(ALUMINUM 052' WALL TYP.) 8.0 ASTRAGAL AI ,T^ F ?i t.3 MATERIAL: C/R�Q 1 �LIi��Jlf 11' i:t �{�': i ' do YELLOW CHROMA E ^ 1 o tog -ki )x ? irivlri o v po_ Q`y a clan o� c :is m �3 t ro 813.684.3831 scxF: N.T.S. arx'.. eT: TJH crx m: RW ow,VM NO.: 5-2151 SHM 8 or f JUN-2t-2002 09,52 MILESTONE WINDOWS 407 323 9729 P•02 �° III I•. June 21, 2002 Alan Plante, Chief Plans Examiner Orange County Building Division Administration Building, Ist Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 32802-2687 (407) 836-5760 RE: Florida Extruders Fenestration MasterFile 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 Masterfile. 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 Masterfiile 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, Do©r and Mullion installation drawings, the thickness of the buck in non-structural applications (i.e., buck thickness less than 1 1/2") 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 3/16".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 '/a'. 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 1 1/2" is acceptable. The definition of a non-structural buck is based on Section 1707.4-.4.2 of the Florida Buildling Code. 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 JUN-21-2002 09: 52 MILESTONE WINDOWS 407 323 9729 P_03 AV. 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. Reg a rds, Robert J. Amoruso, PE ramoruso.oe@floridaextrUders com Florida PE License 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-L7x, R-1; -oa9 �'oUU111ii1)1/����/ J. 4: { FIC V s F: r No_ 4 5 ? BTA /Zj 25407®weft Lane, 5.anford, FL 32171-1r," • (407) 323-3300 • Fax (407) 322-3337 2 r 9, Universal Forest products Re: 53906980 Centex Homes Orlando 1692 A 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: 53906980 CA 53906980 CJ3 53906980 CJ5 53906980 EJ5 53906980 EJ7 53906980 H1 53906980 H2 53906980 H3 53906980 H4 53906980 H5 53906980 H6 53906980 H7 53906980 H9 53906980 H10 53906980 H11 53906980 H12 53906980 H13 53906980 HJ5 53906980 HJ7 53906980 T8 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 /", "Z,4 3/15/2004 John resley License # 5 886 The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component(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 South NC 62 Burlington, NC 27215 'fel: (336) 226-9356 Fax: (336) 476-9146 9, Universal Forest products Re: 53906980 Centex Homes Orlando 1692 A 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: 53906980 CA 53906980 CJ3 53906980 CJ5 53906980 EJ5 53906980 EJ7 53906980 H1 53906980 H2 53906980 H3 53906980 H4 53906980 H5 53906980 H6 53906980 H7 53906980 H9 53906980 H10 53906980 H11 53906980 H12 53906980 H13 53906980 HJ5 53906980 HJ7 53906980 T8 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 /", "Z,4 3/15/2004 John resley License # 5 886 The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component(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 South NC 62 Burlington, NC 27215 'fel: (336) 226-9356 Fax: (336) 476-9146 F53 b 906980 V' I russ Truss Type Qty PI, CJ 1 JACK 10 1 5.000 s Feb 20 2003 •• _- um. �xu5 1692A/jsk/4-14-3 tional c Sat Apr 19 12:17:11 2003 Page 1 Scale . 1 A. A 0-11-1 3x4 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 W5/193 TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.00 A >999 BCLL s 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: 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=28(load case 4), B=138(load case 1), D=9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--28 BOT CHORD B-D=O NOTES (3) 1) 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. 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 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: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980CJ1 Job 53906980 truss Iruss type Qty F CJ3 10 1 .I� NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:11 LOADING (psf) SPACING 2-0-0 TCLL ; 20.0 Plates Increase 1.25 TCDL , 10.0 Lumber Increase 1.25 BCLL : 0.0 Rep Stress Incr. YES BCDL 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 Scala _ 1:7 CSI DEFL in (loc) I/defl PLATES GRIP TC 0.10 Vert(LL) n/a - n/a TL20. 245/193 BC 0.03 Vert(TL) 0.01 A >999 WB 0.00 Horz(TL) -0.00 C . n/a (Matrix) 1 st LC LL Min I/deft = 240 Weight: 11 lb BRACING TOP CHORD Sheathed or 2-11-11 oc purlins. 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 B=63(load case 5) Max UpliftC--52(load case 5), 8=-80(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-8=22, B-C=43 BOT CHORD B-D=O NOTES (3) 1) 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. 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 responsibiliti 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. ;y LOAD'CASE(S) Standard I' Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980CJ3 F39b06980 I CJ5 I JACK. 8 1 Job Reference (optional) )rest Products,lnc:, Burlington, NC 27215, Jeff Kerr 5.000 s Feb 202003 MiTek Industries, Inc. Sat Apr 19 12:17:11 2003 P� em 3x4 = 4-11-11 4-11.11 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCCL 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 BCDE- 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 17 lb r LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=126/Mechanical, B=275/0-8-0, D=46/Mechanical Max Horz B=100(load case 5) Max UpliftC--94(load case 5), B=-69(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-8=22, B-C=41` BOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11Omph; 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 ANSIITPI 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 notreplace 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: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No.:53906980CJ5 Job FE�J5 ]Truss Type City Ply Centex Orlando/1692A/js 53906980 JACK 1 )rest Products, Inc., Burlington, NC 27215, Jeff _._._..__ c. ,.A 9 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:12 2003 Pi LOADING, (psf) SPACING 270-0 TCLL 20.0 Plates Increase 1.25 TCDL 10:0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL';, . 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 5-0-0 CSI DEFL in (loc) I/dellLWeight:17lb GRIP TC 0.24 Vert(LL) n/a - n/a. 245/193 BC 0.10 Vert(TL) -0.05 A >348 WB 0.00 Horz(TL) -0.00 C n/a (Matrix) 1st LC LL Min I/defl - 240 BRACING TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. ZM REACTIONS (lb/size) C=127/Mechanical; B=276/0-8-0, D=46/Mechanical Max Horz B=100(load case 5) Max UpliftC 94(load case 5), B--69(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=41 BOT CHORD B-D=O NOTE (3) _ 1) 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. 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980EJ5 WE 9" F I , Job Truss 53906980 EJ7 rsal Forest Products,lnc., i -1-0-0 i-n_n a 3x4 =. Truss Type JACK LOADING (psf) SPACING 2-0-0 ' TCLL 20.0 Plates Increase 1.25 TCDL ; 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES .1 BCDL ` 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 Oty Ply Cer Job KerrKerr 5.000 s Feb 20 2003 MiTek li 7-0-0 */4-14-3 r 19 12:17.12 20 33 Page 1 i Scale - 1:15. 7.0-0 CSI DEFL in (loc) I/defl 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). 1st 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), 13=-62(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C-61 BOT CHORD B-D=O NOTES(3) 1) Wind: ASCE 7-98 per FBC2001; 11Omph; h-15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category I1;.exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint C and 62 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior' joints. Bracing indicated on this sheet is to reduce buckling of individual members only and 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: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980EJ7 Job Truss Truss Type Qty Ply Centex Orlando/1.692A/jsk/4-14-3 53906980 H1 HIP 1 1 Q^ Job Reference (optional) Universal Forest Products,lnc., Burlington, Nib 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 13:25:37 2003 Page 1 -1-0-p 4-6-4 7-0-0 12-3-7 17-5-2 22-6-14 27-8-9 33-0-0 35-5-12 40-0-0 1-0�0 1-0-0 4-6-4 2-5.12 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 2-5-12 4-6-4 1-0-0 Scale z 1:68. 7x10 = 5.00 V2 5x6 = 5x8 = 2x5 II 5x6 = - 5x6 = 700 = D 2x3 E F p H I J 2x3 d C K t W1 %W W W1 3 � B L A K o Iq a 5x10 = U_. T S R O P O N 5x10 = - 5x6 =. 5x10 M1118H= 5x8 = 5x6 = 5x6 = 5x6 = .. 5x6 = 5x10 Mill 8H= i 7-1-12 12-3-7 17-5-2 22-6-14 27-8-9 32-10-4 40=0-0 7-1-12 5-1-11 5-1-11. 5-1-11 5-1-11 51-11 7-1-12 Plate Offsets X Y : B:0-2-7 Ed e D:0-3-120-4-4 J:0-3-12,0-4-4 , L:0-2-7 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.83 Vert(LL) 0.93 Q-R >510 TL20 245/193 TCDL' 10.0 Lumber Increase 1.25 BC 0.93 Vert(TL) -1.53 Q-R >308 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.27 L n/a BCDL ;' 10.0 Code FBC2001 (Matrix) 1 st LC LL Min l/deft = 240 Weight: 250 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except*- TOP CHORD Sheathed or 1-8-3 oc purlins. T2 2 X 6 SYP No.2, T3 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-5-7 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 W 1 2 X 4 SYP No.2 REACTIONS (lb/size) B-3309/0-8-0, L=3309/0-8-0 Max Horz B=-75(load case 5) Max UpliftB=7939(load case 21, L=-939(Ioad case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B-26, B-C=-7372, C=D=-7387, D-E=-10163, E-F=-11707, F-G=-11707, G-H=-11707, H-1=-11726, I-J=-10159, J-K=-7388, K-L=-7372, L-M=26 BOT CHORD B-U=6690, T-U=6864; S-T=6864, R-S=10161, Q-R=11726, P-Q=10157, O-P=6865, N-0=6865; L-N=6691 WEBS D-U=178, J-N=179, C-U=194, D-S=3740, E-S=-1565,, E-R=1760, G-R=-629, H-R=-21, H-Q=-634, I-Q=1786, 1-P=-1570, K-N=195, J-P=3734 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 II; exposure B; enclosed;MWFRS gable end zone; . cantilever left and right exposed ; end vertical left and right exposed;Lumber D6L=1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are. TL20 plates unless otherwise indicated, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 939 lb uplift at joint B and 939'Ib uplift at.joint L. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 258.21b up at 33-0-0, and 385.01b down and 258.21b up at 7-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 8) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a 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-D=-60.0, D-Ja 125.0, J-M=-60.0, B-L=-41.7 Concentrated Loads (lb) Vert: D=-385.0 J=-385.0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF - Date Req:04/25/2003 Draw No:53906980H1 ass T u yrUy my Centex-Orlando/1692A/jsk/4-14-3 53906980 H2 HIP TRU$. 3� 1 Job Reference o tional Universal Forest Products,lrlc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:12 2003 Page 1 1-O-iP 5-9.1 9-0-0 16-5-3 23-6-13 31-0-0 34 2 15 40 0 0 4,1 0 0 1-0-0 5-9-1 3-2-15 7-5-3 7-1-11 7-5-3 3-2-15 5-9-1 1-0-0 Scale - 1:68.131 r1 5x6 = 3x6 = 3x8 = 3x6 = 5x6 — 5.00 - . _12 p. E F O H C 2x3 i I 2 W W1 .. 4 - W -. .oA K Ia _ a P O H M L - 3x7 = 3x8 = 3x10 M1118H= - 3x6 = 3xlo M1118H= 3x8 = - ri 5-9-1 9-1-12 20-0-0 30-10-4 34-2-15 40-0-0 5-9-1 3-4-11 10-10-4 10-10-4 3-4-11 5-9-1 Plate Offsets X,Y : D:0-3-0 0-2-4 ; H: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 0.54 Vert(LL) 0.35 N >999 TL20 245/1.93 TCDL 10.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -0.78 L-N >608 BCLL 0.0 Rep Stress lncr YES WB 0.64 Horz(TL) 0.20 J n/a BCDL '„ 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 186 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-9-14 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD . Rigid ceiling directly applied or 6-8-15 oc bracing. WEBS' 2 X 4 SYP No.3 WEBS 1 Row at midpt E-P, G-L REACTIONS (lb/size) B=1653/0-8-0, J=1653/0-8-0 Max Horz B=-90(load case 5) Max UpiiftB=-344(load case 2), J--344(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3354, C-D--3150, D-E--2917, E-F=-4077, F-G=-4077, G-H=-2917, Hd=-3150, 1-J=-3354, J-K=22 BOT CHORD. B-P=3001, O-P=3974, N-0=3974, M-N=3974, L-M=3974, J-L=3001 WEBS D-P=845, H-L=845, C-P=-140, I-L=-140, E-P=-1192, E-N=150, G-N=150, G-L=-1.192 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 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. 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/fPI 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: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H2 L!Al. �FLL7 I I I 1': russ Truss T e YP ury my Uentex-Urlando/1692A/jsk/4-14-3 53906980 H3 H SS 2 1 - Job Reference o tional Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:13 2003 Page 1 1-0- 6.10-4 11-0-0 17-0-0 23-0-0 29-0-0 33-1-12 40-0-0 41-0 1-0-0 6-10-4 4-1-12 6-0-0 6-0-0 6-0-0 4 1-12 6 10-4 1-0-0 Scale a 1:68 f,1 5x6 = 3x6 = 5x8 = 5x6 = 5.00 12 D E F O. 2x3 Q C 2x3 H W1 2 W Wi 1 a w a )IA g I J r 0 Iq 3x7 = 0 O. N M - L K 3x7 = 3x10 M1118H= 3x6 = - 3x8 = 3x8 = 300 MII18H= 6-10-4. 11-1-12 20-0-0 28-10-4 33-1-12 40-0-0' 6-10-4. 4.3-88-10-4 8-10-4 4-3-8 6-10-4 Offsets X,Y : D:0-3-0,0-2-4 , F:0-4-0,0-3-0 , G:0-3-0,0-2-4 rPlate t, ADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/defl PLATES GRIP LL "'20.0 DL `. Plates Increase 1.25 TC 0.54 Vert(LL) .0.26 M >999 TL20 245/193 10.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.58 B-0 >812 LL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.17 1 n/a BCDL <' 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 190 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-5 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-4 oc bracing. WEBS 2 X 4 SYP 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), I=-317(load case 3) FORCES (lb), - First Load Case Only TOP CHORD A-B=22, B-C--3291, C-D--2975,.D-E=-2721, E-F=-3328, F-G=-2721, G-H=-2975, H-1=-3291, I-J=22 BOT CHORD B-0=2961, N-0=3279, M-N=3279, L-M=3279, K-L=3279, I=K=2961 WEBS f D-0=836, G-K=836, C-0=-316, H-K=-316, E-0=-712, E-M=90, F-M=90, F-K=-712 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 317 lb uplift at joint B and 317 lb uplift at joint I. 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. -OAD ;CASE(S) Standard rt Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H3 Job 1 russ 1 ype aty Ply Centex-Orlando/1692A/jjsk/4-14-3 53906980 H4 COMMON -- 2 1 Job Reference (optional Universal Forest Products,lnc., Burlirprajl 215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:13 2003 Page 1 1 0t 13-0-0 40 0 0 , - 7-1-3 ,. 27-0-0 32 10 13 1-0-0 7-1-3 5-10-13 ^I_ 14-0-0 5-10-13 7-1-3 i-0- Y 0-0 Scale = 1:68 �s 5x5 = 2x3 11 5x6 - D E F- 5.00 12 20 c W - W2 1 W2 3 O 4 w ;A B H I o IY 3x7 = O N M. L - K J 3x7 = 3x6 = 3x8 = 3x8 = 3x8 = 3x6 = i 10-3-14 2070-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 D:0-3-0 0-2-4 F:0-3-0 0-2-4 "Offsets: SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP Plates Increase 1.25 TC 0.55 Vert(LL) -0.22 L >999 TL20 245/193 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.50 L-N >944. 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: 189 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3 0 4 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-1 oc bracing. WEBS':: X 4 2 SYP No.3 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-B-22, B-C=-3309, C-D=-3016, F-G=-3016, G-H=-3309, H-1=22, D-E--2893, E-F=-2893 BOT CHORD B-N=2976, M-N=2500, L-M-2500, K-L=2500, J-K=2500, H-J=2976 WEBS, C-N=-342,, D-N=496, F-J=496, G-J=-342, E-L--430, D-L=498, F-L=498 NOTES (5) 1) Unbalanced roof. live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 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 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 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. -OAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Conaractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H4 Job , Truss Truss Type Qty Ply Centex-Orlando/1692A/jsk/4-14-3 539069.10 H5 COM, 2 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17`14 2003 Page 1 1-0 P 7-1-3 I 15-0-0 25.0-0 32-10 13 40 0 0 41 0 0 100 7-1-3 7-10-13 10-0-0 7-10-13 7-1-3 1-0-0 Scale - 1:68. J' 5x6 = 2x3 II 5x6 D E F 5x8 5. 00 V2 5x8 C w 2 J 1. w 3 a n 4 w d[A 6 H o Iq 0 . 3x7 = N - M - L K J - 3x7 _. _ 3x6 =: 3x8 = 3x8 = - 3x8 = 3x6 =. i.i 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 i C:0-4-0 0-3-0 D:0-3-0,0-2-4 , F;0-3-0,0-2-4 , G:0-470,0=3-0 LOADING (psf). SPACING 2-0-0 CSI DEFL. in (loc) Well PLATES GRIP TCLL `; 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) -0.20 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.47 L-N >998 BCLL ::" 0.0 Rep Stress Incr YES WB 0.20 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 3-0-11 oc purlins. BOT CORD 2 X 4 SYP No.2. BOT CHORD Rigid ceiling directly applied or 8-9-2 oc bracing. WEBS' 2 X 4 SYP No.3 REACTIONS (lb/size) B-1653/0-8-0; H=1653/0-8-0 Max Horz B-138(load case 4) Max Uplift8=-313(load case 4), H=-313(load case 5) FORCES (lb) - First Load. Case Only TOP CHORD A-13=22; B-C=-3333, C-D=-3011,"F-G=-3011, G-H=-3333, H-622, D-E=-2479, E-F=-2479 BOT CHORD B-N=3004, M-N=2322, L-M=23221 K-L=2322, J-K=2322, H-J=3004 WEBS., C-N=-421, D-N=620, F-J=620, G-J=-421, E-L=-208, D-L=252, F-L=252 NOTES,. (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wing; 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. 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. 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. Prov.'ide 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 designinformation 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 t Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No-: 53906980 CorCtractor/Job: 1.692 A RF Date Req:04/25/2003 Draw No:53906980H5 Iruss Iype Qty Ply Centex-Orlando/1692A/jsk/4-14-3 F53906980H6 COMMON 2 1 Job Referenceniversal Forest Products,lnc., Burlington, C 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:15 2003 Page 1 1-0-P 7-1-3 13-8-1 17-0-0 23-0-0 26-3-15 32-10 13 40 0 0 4,1 0�0 1-0 0 7-1-3 6-6-13 3-3-15 6-0-0 3-3-15 6-6-13 7-1-3 1-0-0 Scale - 1:68. 5.00 12 5x6 = 5x6 = 5x8 E F T� 5x8 D (, .. 1 2x3 ii c .. W .. W2 W2 3 H N n 4 W � A [3 I J o I �3x7 0 = - 0 N M L K 3x7 = 3x6 = 3x8 = 500 = 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/deft PLATES GRIP .TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) -0.20 M >999 TL20 245/193 TCDL mo Lumber Increase 1.25 BC 0.78 Vert(TL) -0.46 M-0 >999 BCLL 4' 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.15 1 n/a BCDL j10.0 Code FBC2001 (Matrix) 1st LC LL Mind/deft = 240 Weight: 205 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD , Sheathed or 3-0-9 oc purlins. BOT CHORD 2 X 4 SYP No.2. BOT CHORD Rigid ceiling directly applied or 8-4-8 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-154(load case 4) Max UpliftB=-333(load case 4), I= 333(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3323, C-D=-3011, D-E=-2143; F-G=-2143, G-H=-3011, H-I= 3323, I-J=22, E-F=-2166 BOT CHORD B-0=2993, N-0=2425, M-N=2425, L-M=2425, K-L=2425, I-K=2993 WEBS C-0=-389, D-0=546, D-M=-651, G-M=-651, G K=546,.H-K=-389, E-M=575, F-M=575 NOTES, (5) 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 adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 Ib.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 responsibilit for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard . f -/W Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H6 0 i russ I ype Qty Ply Centex -Orlando/1692A/jsk/4-14-3 53906980 H7 COMMONf` 2 1 Job Reference o tional Universal Forest Products,lnc., Burlington, y eff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:15 2003 Page 1 -1-0-P 7-1-3 13-8-1 19-0-0 121-0-0, 26-3-15 32-10-13 40 0 0 4,1 0-0 1-0-0 7-1-3 6-6-13 5-3-15 2-0-0 5-3-15 6-6-13 7-1-3 1-0-0 - Scale - 1:68. 5.00 12 5x6 = 5x6 = E F Tq ` 5x8 1 i 5x8-� is D p 1 2x3 2x3 c W W2 W2 3. H m m 4 w e I J oA I< 3x7 = O O N M L K 3x7 = 3x6 = 3x8 = 5x12 = 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:0-470 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL ,i 20.0 Plates Increase 1.25' TC 0.53 Vert(LL) -0.20 M >999 TL20 245/193 TCDL .' 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.46 M-0 >999 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.15 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-1 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=-3319, C-D=-3012, D-E=-21.16, F-G=-2116, G-H=-3012, H-1=-3319, I-J=22, E-F--1963 80T CHORD B-0=2988, N-0=2435, M-N=2435, L-M=2435, K-L=2435, I-K=2988 WEBS`. GO=-376, D-0=537, D-M=-735, G-M=-735, G-K=537, H-K=-376, E-M=591, F-M=591 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 352 lb uplift at joint B and 352 lb uplift at joint I. 5) Truss shall be fabricated per ANSI/rPI 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. _OAD CASE(S) Standard a.: Alf Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req-04/25/2003 Draw No:53906980H7 Job rrTruss Truss Type Qty Ply Centex Orlando/1692A/jsk/4-14-3. 539069,80 H9 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:16 2003 Page 1 1-0- 6-11-9 10-0-0 13-0-0 19-6-4 26-2-4 33-0-0 40-0-0 1-0 0 1,0 0 6-11-9 3-0-7 3-0-0 6-6-4 6-8-0 6-9-12 7-0-0 1-0-0 Scale -1:69. - 5x6 = 5.00 12 D 5x6 = - 2x3 �� 3x6.= 3x8= 3x6 = 5x6 = O E F O H 2 W W4 W4 w aIAAl K 3x7 = o Q P O N M L 3x7 = 3x10 M1118H= 3x6 = 3x6 = 3x6 = 3x8 = 300 MI118H= 10-0-0 19-6-4 26-2.4 32-10-4 40-0-0 10-0-0 9-6-4 6-8-0 6-8-0 7-1-12 Plate Offsets X Y : 1:0-3-0,0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) 0.50 N-0 >950 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.99 O-Q >478 BCLL. 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.22 J n/a BCDL10.0 Code FBC2001 (Matrix) 1st LC LL Min I/dell = 240 Weight: 185 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD . Sheathed or 2-3-4 oc purlins. BOT CHORD 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 6-3-2 oc bracing. WEBS . 2 X 4 SYP No.3 WEBS 1 Row at midpt H L REACTIONS (lb/size) B=1653/0-8-0, J=1653/0-8-0 Max Horz B=-97(load case 5) Max UpliftB=-257(load case 3), J=-444(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3326, C-D=-3052, E-F=-5297, F-G=-4761, G-H=-4761, H-1=-3084, I-J=-3396, J-K=22, D-E=-3042 BOT CHORD B-Q=2975, P-Q=4576, O-P=4576, N-0=5297, M-N=4761, L-M=4761, J-L=3039 WEBS. kL=911, D-Q=2195, E-9=-2540, C-Q=-282, E-0-792, F=O=-169, F-N=-586, H-N=355, H-L=-1836 NOTES: (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 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 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 257 lb uplift at joint B and 444 lb uplift at joint J. 6) Truss shall be fabricated per ANSI/fPI 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. -OAD CASES) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H9 Job Truss Qt Ply Centex Orlando/1692A/jsk/4 14 3 3906980 H10 FT;ussType 1 1 Job Reference o tional Universal. Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:16 2003 Page 1 -1-0-0 5-0-0 12-10-0 20-8-0 1-0-0 5-0-0 7-10-0 7 10 0 �• Scale - 1:36. 5x5 3x4 = 3x7 5.00 12 c D E_- W2 W2 B 82 3x5 = H 0 3x4 = 5x6 = 3x4 II 5-1-12 12-10-0 14-0-0 20-8-0 5-1-12 7-8-4 1-2-0 6-8-0 Plate Offsets X,Y : G:0-2-12 0-3-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.05 G-H >999 TL20 245/193 TCDL ! 10.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.13 G-H >999 BCLL 0.0 Rep Stress Incr NO WB 0:42 Horz(TL) 0.01 F n/a BCDL 10.0 Code. FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 95 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-6-1 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-6-9 oc bracing. WEBS 2 X 4 SYP No.2 'Except' W2 2 X 4 SYP No.3, W2 2 X 4 SYP No.3 REACTIONS (lb/size) G=1449/078-0, F-400/0-8-0, B-799/0-8-0 Max Horz B=111(load case 3) Max UpliftG=-432(load case 3), F=-117(load case 3), B=-227(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-1410, C-D=-1256, D-E=-37, E-F=-284 BOT CHORD B-1-1=12661 G-H=37, F-13=229 .WEBS C-H=-145, D-1-1=1264, D7G=-1134, E-G=-199 NOTES (7) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. . 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 432 lb uplift at joint G, 117 lb uplift at joint F and 227 lb uplift at joint B. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) G. 5) Girder carries hip end with 5-0-0 end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 175.01b down and 117.31b up at 5-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. . 7) Truss shall be fabricated per 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-F=-31.7, A-C=-60.0, C-E--95.0 Concentrated Loads (lb) Vert: C=-175.0 H" Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:5390698OH10 I I Russ I Tri icc Tenn --- ��� l rrry my uentex-Urlando/1692A/jsk/4-14-3 53906980 H11 HIP 1 1 Job Reference o tional Universal Forest Products,lnc., Bur' NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:17 2003 Page 1 1-1 -.0-0 7-0-0 13-0-0 20-0-0 1-0-0 7 0-0 6-0-0 7-0-0 Scale > 1:34. 5x8 = 5x6 = c D - 5.00 12 wi 8 E �' Io 3x6 = H G F 3x6 = - 2x3 11 3x10 M1118H= 3x4 = - 7-1-12 12-10-4 20-0-0 7-1-12 5-8-8 7-1-12 Plate Offsets X Y : C:0-5-12,0-2-8 , D: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 0.82 Vert(LL) 0.13 F-H >999 TL20 245/193 TCDL!. 10.0 Lumber Increase 1.25 BC 0.91 Vert(TL) -0.26 E-F >890 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.08 E n/a BCDL `'' 10.0 Code FBC2001. (Matrix) 1 st LC LL Min I/defl = 240 Weight: 80 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-9-6 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-9 oc bracing. WEBS'! 2 X 4 SYP No.3 REACTIONS (Ib/size) E=1560/0-8-0, B=1646/0-8-0 Max Horz B=81(load case 4) - Max UpliftE=-377(load case 5), 13 447(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22,.B-C=-3214, C-D=-2921, D-E=-3225 BOT CHORD B-H=2895, G-H=2909,.F-G=2909; E F=2907 WEB&I' C-H=275, D-F=278, C-F=14 NOTES (8) 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 watef-ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding.377 lb uplift at joint E and 447 lb uplift at joint B. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 258.21b up at 13-0-0, and 385.01b down and 258.21b up at 7-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 8) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints.Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design: Building Designer shall verify all design information on this sheet.for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a 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-D=-125.0, D-E=-60.0, B-E=-41.7 Concentrated Loads (lb) Vert: C--385.0 D--385.0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:5390698OH11 'Ju I russ I russ I ype QS Ply Centex Orlando/1692A/jsk/4-14-3 539069;80 H12 HI 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:17 2003 Page 1 1r0-0 6-11-9 9-0-0 11-0-0 13-0-7 20-0-0 1-0-0 6-11-9 2-0-7 2-0-0 2-0-7 6-11-9 Scale a 1:34. . � 5x4 = 5x4 = D E 2x3 \\ 2x3 G 5.00 F12 C F i 2 � a : 9 G � Io 3x5 = J I H 3x5 = .3x4 = 3x6�= 3x4 = 9-1-12 10-10-4 20-0-0 9-1-12 1-8-8 9-1-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL `" 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.09 G-H >999 TL20 245/193 TCDL ¢ . 10.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.25 G-H >927 BCLL i 0.0 Rep Stress.lncr YES IWB 0.14 Horz(TL) 0.03 G n/a BCDL ° 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 84 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-8 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) G=771/0-8-0, B=856/0-8-0 Max Horz B=97(load case 4) Max UpliftG=-134(load case 5),. B=-204(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-1383, C-D=-1137, D-E=-1003, E-F=-1140, F-G=-1375 BOT CHORD B-J=1200, 1-J=1003, H-1=1003, G-H=1210 WEBS; D-J=389, E-H=414, C-J=-344, F-H=-361 NOTES (5) 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 adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint G and 204 lb uplift at joint B. 5) Truss shall be .fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. 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: 11 U45 Customer Name: GLN I LA HUMLS UHLANUU 5nop No: 539Ubbin Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:5390698.0H12 lss I Tn i— T- - rr� ury my uentex-Urlando/1692A/isk/4-14-3 53906980 H13 �... 1 Job Reference (optional Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:17 2003 Page 1 1-0-0 6-11-9 10-0-0 13-0-7 20-0-0 1-0-0 6-11-9 3-0-7 3-0-7 6-11-9 Ir. Scale _ 1:34. 5x4 = D. - 5.0012 2x3 c E 2 w B F ja 3x5 = G 3x5 = 5x8 10-0-0 20-0-0 10-0-0 10-0-0 Plate Offsets X,Y : G:0-4-0,0-3-0 LOADING (psi) SPACING 2-0-0 CSI DEFL ' in (loc) I/defl PLATES GRIP TCLL . 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.10' F-G >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.63 Vert(TL) -0.26 F-G ; >877 BCLL , 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.03 F n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 82 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-8 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=856/0-8-0, F=771/0-8-0 Max Horz B=105(load case 4) Max UpliftB=-213(load.case 4), F=-143(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-1380, C-D=-1074, D-E=-1075, E-F=-1370 BOT.CHORD B-G=1198; F-G=1205 WEBS' C-G=-361, D-G=737, E-G=-371 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 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 mechanical.connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint B and 143 lb uplift at joint F. 4) Truss shall be fabricated per ANSI/fPI 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 partof the review or certification of the truss designer. LOAD CASE(S) Standard I bus.tourer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Con,tractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:5390698OH13 ■ 1 Job Truss Truss 53906980 HJ5 JACK Universal Forest Products,lnc., Burlington, Oty Ply Cer a 1 1 Job 5, Jeff Kerr 5.000 s Feb 20 2003 MiTek Ir 7-0-2 7-0-2 3.54 F12 Tt B1 7-0-2 7-0-2 LOADING (psf) SPACING 2=0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.22 Vert(TL) 0.14 A >160 BCLL 0.0 Rep Stress lncr NO WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 7-0-2 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) C=224/Mechanical,, B=280/0-8-0, D=80/Mechanical Max Horz B=91(load case 3) Max UpliftC=-148(load case 5), B=-74(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-E=21, B-E=21, B-C=47 BOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category 11; exposure B; encfosed;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 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 lb uplift at joint C and 74 lb uplift at joint B. 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 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-E=-60.0 Trapezoidal Loads (plf) Vert: E=-0.04o-C=-106.1, B=-1.7-to-D=-35.4 , Inc. Sat Apr 1 Scalt— 1:V D Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980HJ5 Job Truss Truss T . Qty Ply Centex-Orlando/1692A/jsk/4-14-31 ' 53906980. HJ7 JACK 4 1 - Job Reference (optional) Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:18 2003 Page 1 1 6 8 6-7-12 9-10-1 1-6-8 6-7-12 . 3.2-5 U4 = LOADING (psf) SPACING 2-0-0. TCLL 20.0 Plates Increase 1.25 TCDL '. 10:0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4. SYP No.2 WEBS, 2 X 4 SYP No.3 7-12 Scale s 1 D G F E 20 II 20 9-10-1 CSI DEFL in (loc) I/defl PLATES GRIP TC 0.38 Vert(LL) 0.02 F-G >999 TL20 245/193 BC 0.39 Vert(TL) -0.05 B-G >999 WB 0.20 Horz(TL) 0.01 E n/a (Matrix) 1st LC LL Min I/defl = 240 Weight: 40 lb BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. i REACTIONS (lb/size) D=150/Mechanical, B=437/0-8-0, E=473/Mechanical Max Horz B=176(load case 2) Max UpliftD=-113(load case 5), B=-137(load case 2), E=-80(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-H=21, B-H=21, B-C=-743, C-D=-68 BOT CHORD B-G=679, F-G=679, E-F=0 WEBS. C-G=215, C-F=-826 NOTES (3) 1) Wind: 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 113 lb uplift at joint D, 137 lb uplift at joint B and 80 lb uplift at joint E. 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: H=-0.07to-D--148.5, 13=-1.7-to-E=-49.5 Customer No: 11.045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980HJ7 --1 Job Truss Truss Type Oty =PIYCenrlando/1692A/jsk/4-14-3 53906960 T8 fvIIW�' S rence (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:19 2003 Page 1 -1-0 7-1-3 13-8-1 20-0-0 26-3-15 32-10-13 40-0-0 1-0 1 9 Q 7-1-3 6-6-13 6-3-15 6-3-15 6-6-13 7 1 3 1-0-0 Scale v 1:67. 5.00 12 5x6 = E 5x8 i 5x8 D F c W W2 W2 3 a 4 w B ;A HI .- 3x7 = Ia o 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:04-0 0-3-0 F:O-4-0 0-3 0 LOADING (psf) TCLL SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP 20.0 TCDL '' 10.0 Plates Increase 1.25 Lumber Increase 1.25 TC 0.53 BC 0.78 Vert(LL) 0.20 L >999 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.41 Vert(TL) -0.'47 L-N >999 Horz(TL) 0.15 H n/a BCDL ' 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 196 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-7 oc purlins. BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. WEBS;' 2 X 4 SYP No.3 WEBS 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 4) Max UpliftB=-360(load case 4), H--360(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C=-3317, C-D=-3013, D-E=-2114, E-F=-2114, F-G=-3013, G-1-1=-3317, H-1-22 BOT CHORD B-N=2986, M-N=2442, L-M=2442, K-L=2442, J-K=2442, H-J=2986 WEBS' C-N=-370, D-N=532, D-L--747, E-L=1180, F-L=-747, F-J=532, G-J=-370 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 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/fPI 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: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980T8 )I' 7 -.mh Fowm M T AN J OTHERS STICK FRAME BY cn C) Cy o c> O � O cy IL DRAWN BY: 7WN CHECKED BY: DRAWING NUMBER 1310006 �Dd. C) t; IR ss� � 4' dryer duct to roof cap )OTGO • TPA 8x4 Iwcd 12x12 Iwcd 45 D s 0• 260 9' ® R M.mm Um s� OIiU1� 711� tlYr * 14x8 Iwcd pOZI� 185 tmlL ARA 3' bath duct to roof cap 10, s� w/fan 4 iwcd WIC 5 6ri6 --gyp ff 4'8x4 lw ccf Ir 4' `15 ►t f m 12x12 iwcd 9'a 4 3' bath duct 5 im* to roof cap 4 w/fan 250 gTAT Rm 16:16 a wr cum s�ii • 14' ow* 11xi.0 rag s f Nw 8x4 I 3� 10x6 lwcd 5 4, 70 w 6' 24x18 ;rag ®t♦�! ...as salt OPT PIRFPI ACE MAJI VC-T'-C 7' 9, 2x12 ragElm 42X42 ABC SL B 160 BY BLDR MIN 12x6�1;w`d 2' FROM WALL 2-Cm Ga . n I >� i V v •r � a rw z EMIR scale 1/8'=1'0' rr / dut 2.5 TEN W/IOKW @240V 1PH tir4� 18xl0 plen platform by bldr E1 QOR PLAN 16'x7'HQ Must have a minimum clearance of 4 Inches around the air handler per the State Energy code All duct has on r=6 insuintlon value. s >- U N m z O � (LI O W ~ O Q 00 O e �i OR, X CU am LL \D X W —SG- W� O 0!� I— L1J 0:) ED z (=1 CU Li E:1 U :E > Rating o } Cf) m w > z z o:- iii.. -� < I— m � Q -1 o � Q ry- m0--1cnoo U ONE BY WOOD' .- BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE & WOOD -BUCK STUCCO BY OTHERS J PERIMETERCAULK BY OTHERS RIGID VINYL GLAZING BEAD (TYP.) Ow IT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRv'D. EQL. PERIMETER CAULK BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS o . CAULK BETWEEN WOOD BUCK & MAS-Y. OPENING BY OTHERS t 1-1/4' MIN. c EMBEDMENT INSTALLATION ANCHOR 3/16' DIA. TAPCON SHIM AS REQ'D 1/4' MAX. (SEE NOTES) . (BUCK WIDTH) INSTALLATION ANCHOR ONE BY WOOD 3/16' DIA.. TAPCON BUCK BY OTHERS ST BY SHIM AS REQ'D. RIGID VINYL 1/4' MAX - GLAZING BEAD (SEE NOTES. (T.YP.) GLASS (TYP.)(SEE NOTES) 1-1/4" MIN. EMBEDMENT C 0 THEIRS fm FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE o & WOOD BUCK PERIMETER CAULK BY OTHERS cTYP.) (SEE NOTES) W.W: (WIND❑w WIDTH) B.H. (BUCK CAULK BETWEEN HEIGHT) WOOD BUCK & MAS'Y.- OPENING BY OTHERS SECTION B-B. FLANGE TYPE CONCRETE OR WINDOW. FRAME MASONRY OPENING SILL BY OTHERS GLASS. FLANGE TYPE WINDOW FRAME HEADER + a W.W. 4; 77 PRECAST SILL a Q Q A BY OTHERS 1 ®� SECTION A -A A B C NOTES 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR. MAX. ALL SHIM STACK TO BE 1/4". D E 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. y 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE / MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SILL MUST- BE ATTACHED TO THE SUBSTRATE WITH J B K B 0 VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED, ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. EXTERIOR OF WINDOW FLANGE. F G �Y 6) IF :EXACT. WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE rC�` 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- TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF TO 40PSF 41 PSF TO 70PSF 30PSF TO 40PSF 4 1 PSF TO 70PSF SIZE SIZE 12 18 1/8 X 25 8 6 F.G F.G F.G: F.G. 13 18 1/8 X 37 3/8 B 8 14 18 1/B X 49 5/8 B 8 F,G F,G 145 18 1/8 X 55 1/4 B B F.G F.G . 15 18 1/8 X 62 8 B F.G F,G F.G F,G,H 16 17 18 1/8 X 71 18 1/8 X 83 8 8 B 8 F,G F.G.J,K iH2 25 1/2 X 25 B 8 F,G F.G FG F.G 1113 25 1/2 X 37 3/8 B B 6 8 F,G F,G,H,1 1H4 25 1/2 X 49 5/8 B 8 F.G F.G,H.1 1H45 25 1/2 X 55 1/4 8 F.G F,G,H,1 1H5 1116 25 1/2 X 62 25 1/2 X 71 8 8 B F,G F•G•H•1 1H7 25 1/2 X 83 8 8 F,G,J,K F,G.J.K 30 1/2 x 26 29 1/2 X 25 8 B B F.G F.G F.G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 8 F,G F.G.HI 30 1/2 x 50 5/8 29 1/2 X 49 5/8 B 8 F,G F,G,H,I 30 1/2 x 56 1/4 29 1./2 X 55 1/4 B B F.G F,G,H.I 30 1/2 x 63 29 1/2 X 62 B B 8 8 F.G.H.1 F,G,H,1 30 1/2 x 72 30 1/2 x 84 29 1/2 X 71 29 1/2 X 83 B 8 F.G.J.K F,G,J,K 22 36 X 25 B 8 B B F,G F.G 23 36 x 37 3/8 8 B F,G F.G,H 1 24 36 X 49 5/8 B B F,G F,G,H,1 245 45 36 x 55 1/4 36 X 62 8 B F.G,H,1 F.G,H,I Y6 36 X 71 B 8 F,G,H•1 D.E.F,G.H,1 27 36 X 83 B B F,G.J,K F.,G.H,I,J,K 42 x 26 41 X 25 B 8 8 B F,G F,G,H,I 42 x 38 3/8 41 X 37 3/8 B 8 F,G F,G,H,1 42 x 50 5/8 141 X 49 5/8 B B F,G,H,1 42 x 56 1/4 41 X 55 1/4 8 8 .F.G.H.I F,G,H,1 D,E,F,G,H,I 42 x 63 42 x 72 41 X 62 41. X 71 B 8 F.G.H.I D,E•F.G,H.1 42 x 84 41 X 83 B B F,G.J.K F,G.H,I,J,K 48 x 26 47 X 25 8 B A,C A,C F.G F.G F,G H,I 48 x 38 3/8 47 X 37 3/8 8 A.0 F,G F.G.H.I 48 x 50 5/8 47 X 49 5/8 -' B A,C F,G,H,1 F,G,H.1 48 x 56 1/4 47 X 55 1/4 47 X 62 8 A.0 F,G,H,I D,E.F.G.H.1 48 x 63 48 x 72 47 X 71 B A.0 F.G.H.1 FGJK O.E.F,G,H,1 DEFGHIJK 48 x 84 32 47 X 83 52 1/8 X 25 8 - A,C F,G F.G 33 52 1/8 X 37 3/8 B A,C F,G F,G,H,I F.G.H,I F,G,H.I. 34 52 1/8 X 4 ' 9 5/8 52 1/8 X 55 1/4 B B A.0 A,C F,G,H,1 D,E.F.G.H.I 345 35 52 1/8 X 62 8 A,C F,G.H.1 D,E.F,G.H,1 36 52 1/8 X 71 B A,C A,C F,G.Hj F.G.J K D,E,F,G.H.1 D.E.F•G.J.K.J,K. 37 52 1/B X 83 B • 37 SIZE NOT AVAILABLE IN 1000 OP. 1500 SERIES. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE k I WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE INTERNATIONAL, ,INC EXTERIOR ELEVATION AS A KEY. 'J FLORIDA EXTRUDERS 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON SANFORD, FLORIDA ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH. A IU t'KUVIUt MIN. D/8 IN. tMBEDMtNI INICJ WOOD tlUl K. 10) FLORIDA EXTRUDERS 1-000 SERIES SINGLE HUNG IS SHOWN. THIS PRININT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATION SERIES--SGLE _HUNGS'. ' 11)4:WHERE WINDOW IS. IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK. USE # 10 SCREWS .OF VIEWED FROM, EXTERIOR SUFFICIENT _LENGTH TO .ACHIEVE 1-3/8" MIN. EMBEDMENT AT ALL INSTALLATION FASTENER LOCATIONS. TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000= 1.500: 2000 DRAWN BY: BB APPROVED BY: i=' w DATE:10 / 09 / 01 SCALE: N T S DWG.: FLEX 00 16 PREPAR--D BY: PRODUCT & APPLICATION ENGINEERING. INC.. 250 INTERNATIONAL PKY.. SUITE 250. HEATHROW. FLORIDA 32746- PHONE. 307 865-0365 FAX 407 SG5-0366 i � a X C X i:J 'Gtir ♦ i �f L}^E WLIL_lt��i TAME (T OF c C �'- T AP- 1�s . Qj ; , u MULLION ?4oPIN"G c J > �iS Chi 1 fail \— .i C IfIG X �%L 0 0 S H. 'I T Yi,i .: f-t'l''f.� =T''r r' i 1 ec" 119 :TS X 1/c SEE As 1 Af TAPPING: SMS \L SEAi A' BETWEEN WINDOW FLANGES \ 1 MULLION `- fl X 1-1/? SELF FA.PPTNG S V S ` X c X 1/8 X' 2 X ?JE r� �YWOOD— ��Tf`_ r j TUS ylvf 1 M.lNi t, f \ Z 1/4' MIN:,Q - TAPPING SMS _i ------------ SEN i �, r- tea, _ i `�; T1 N A irl `..{ wrrJ/' Ll ter- rr_ NS r ,. ('+ �t D. i a % - a✓1 - 1 1 y �". �...A:- M Ul S 1 �I � �v' v :.i �i � •''fi- f r. r. Ar J I� i,'J�^(L; j �� �_.i_^: - t I+�%A7r'! its v HEAD x JII L W H�tc 1 X i is _A x J/E s.i('i ..�. �. -; !: V #s X. ! l S - - i i TpiCj,O! LATT`! 4 q;.ji ; i IR t ' ! iiIS- D, 1.4 i TAP 0—N z��i� i SGRD.1 ANCHOR C T Y ." Carr�l�j j 1 i 1 i i ! i SIL! CLIF \ r, -iJ2 SCi F - SEALANT R_EE'r .�w EEC! „� 1. - i a .`; ? *tire G i 1 t /a MTN W,• �_W E_ARE�_S - �; SE �4- iE WE'F.�! TIa_PPJI�` G SiiS tr I �+(J_ — Wl'N C:'r r L-A!NGES 1�4vLL.uN I E. c ti ^1T. ` & 'BULLI"'N Q nKI A 1-7\ i � icllN �i -t \ 1 _ ±APP.T G Sh1S E - , T.A I.L C A' G py pi r 1 ` - A - J-V i i .11 V-,`1—"r; ADDT T TENAll I G' .,^-•�i^!�'�!RS. L_�t t 1000 S.H. JAI" Yt= JG�':3 :�Yp,� ,� ! yo cr: rnCa \,. ...� ' S-M T YR= - L= ThTi _ 1 (D ! i E' r ,fit t #8 C /! SELF #fi X 1/2 SrELF �fFWE - v ". ~ X I �t:UF. 577 S"A: : PT nRIDA EYTRTTT) 'S INTERNATIONAL, ING i S A ANT S=Tw} EN \•_ v MULL10N - 4G n .-? /C SELF i PING Sic ORNFORD, FLvn.1 a \ - ` ? ]F 'D ;TITLE: �- `:- ILJi 1 `'ul L;" r J�L`_T _ _i 1Ali LLjV J— J. r_i_ ! ri-i RSIDE(Srir = T &_ _;i_:_,�v �- _ ��.i RE 5_ul L ai ! T I `- #S X -1J! \ALL. *�;p- t�� .SMS -.D �.;� ;DRAWN BY: �'':�� APPROVED BY: � � � :' -_. .= n l ..-......-. , J 1 r i � rT . ♦ v n 7 , rtT.riT1 i i !: A'— ! ! , NGE ERTICAL DESIGN PRESSURE CAPACITIES - SERIES 1000 i CAPACITY & 1500 FLA V CAPACITY CAPACITY ;CAPACITY j CAPAC6x3 - CAPACIT , WINDOW 1 CAPACITY WINDOW 1 X2X1 /8 :CAPACITY 1 X2X 1 /8 !CAPACITY 1 XZX3/8 1 X2X3/8 a x2 7/t sxt/st x2 7/t s,ct/st St x2 e' 1 X4X 1 /8 x2 7/t / / / , TUBEMULLT4BANCHORSL T4BANCHORSL ` 1 X4X 1 /8 TfiBANCHORSL 1 X4X3/8 1 X"4X3/8 T6 S 2X4X3/8 T6B NCHo S CALL TIP -TO TIP ;TUBE MULL: TUBE MULL � TUBE MULL 2 ANCHORS TUBE MULL T2BA �HaR L 4 ANCHORS T4B NCH L 2B NCHo i A-A(5) ' SECT. A-A(5) `T4BANCNORSL ' SECT. A -A 6 ; A CHo SECT. A A(6) 1 !SECT. A -A 7 SIZE SIZE 2 ANCHORS SECT. A -A i 4 ANCHORS SECT. A_A�1 j SECT. A-A(2) :;SECT. A-A(2) SECT. A-A(3) ± SECT. A -A �) 3 SECT. A-A(4) ;SECT. A-A(4) SECT. - - --- - 732.42 ± 336.52 692.83 ' 336.52 _ 732`42 ` 1336.52 1732.42 791.81 1187.72 1791.81 1 1 187.72 11187.72 12 _ 19 1/8 X_ 26 336.52 = 209.72 ; 429.55 : 209.72 456.46 209.72 ; 456.46 493.47 740.20 493.47 ' 740.20 740.20 13 --- 38 3 & 209.72 19 1/8 X / ^--------rt 317.66 -- -i ---- 1 --_ i 193.92 _ 152.75 -- :271 .83'177.46 t 1(359.41 539.12 359.41 j539.12 1539.12 - 14 19 1/8 50 5/8 131,23 ,131.23 i52.75 � '127.29 .5 135.81 139.09 j135.811-27.29 319.55. i460.17 1319.55 479.33 1479.33194.97 145 - `19 1/8 X 56 1/4. 94.13 ` 89.21 ; 89.2_1 t 97.48 -` 1 19.85 136.64 ' 282.02 - - --- ---- ---- ; 423.03 - -- - ' 282.02 - 423.03 --- - 1423.03 - - -- 15 ----- - 19 1 /8 X 63 65.97 - ----- 65.97 ___-- _ ---=97-48- 64.27 --------- -y64.27 190.0990.09 . ' 212.62 212.62 - _ 296.98 296.98365.75 16 19 1 /8 X 72 -- - 43_49i-- 43.49 -_; 58.81 58.81 36.45 ----- '39.83 39.83 --r----- 155.84 --- 55.84131.79131.79 i184.08 184.08 ;294.0326.9636.45 19 1/8 X 84 26.96 ' 927.78 i618.52 927.78{927.78 MrIH 26 /2X26 } 262.87 i 572.13 ` 262.87 ': 541.20 262.87 572.13 j 262.87 'S72.13618.52 371 61 557.41 ; 371.61 557.41 S57.41 i6 6 1/2 X 38 3/8 157.93 239.21 157.93 1323.48 157.93y343.74 157.93 1113.20 L343^74 201 45 �26 fi35 399.53 266.35 !399.53399.53 1 2 X 50 5 8 97.25 197.25 113.20i131.51 93.89 ' 113.20 100.17 ' 143.71 i102.59 100.17 .%' 143.8;235.70339.42 25.70 +353.55 353.55 5 �S 1 /2 X 56 1 /4 69.43 _ , 69.43 _ ; 93.89 + I t 17_ t 88_01 .100.34 207.10 236.83 !; 207.10 ; 3.10.65 i, 310.65 1 H5 i 26 1 /Z X 63 1 48.44 _ 48.44 _ _ i 65.51 65.51 ' 71.58 146.98 - _ '46.98 _ ' 65.86 65.86 - j 155.44 1.55.44 217.1 1 1217.1 1 j 267.38 1 H6 _ .79 26 1 /2 X 72 31 -T19.62 ' 31.79 !_ _ 42.99 142.99 +26.53 128.99 1 28.99 40.64 40_64 ' 95.93 ; 95.93 133.99 _ ! 133.99214.02 - 1 H7 j 26 1 /2 X 84 19.62 26.53 22 37 X 26 ; 216.75 471.75�216.75 471.75 j 216.75 - 471.75 -_ 1216.75 471.75 _ 1510 1765 1510 765. 431:36 1765 �- 122.22 250.32. 122.22 ; 2 066 0 1 12� 2.22 266.00 287.57 i 431.36 1287.57 1431.36 23 -- ;37 X 38 3/8 , 122.22 : 185.1 2 E 85.36 I 99.17 _ ; 85.36 - - 85.36 - 151.91-_200.86 301 .29 200.86 301.29 30� 1.29 _ 24 ---r- 34 �37 X 50 5/8 - ,73 - 73.34 j -- 170.28 70.28 i ; 74.98 _�10~' 76.79 254.07 ^176.43 _-_�264.64 264.64_ 245 ;37 X 56 1 /4 51.97 - 51.97 �- - - , ? 53.21 -�74.98 ' i 53.21 _- 65.43 r107.65176.43 174.59 153.96 176.06 s 153.96 --_-- 1230. 94 ! 230.94 _ - -- --- - 25 + 37 X 63 36.01 36.01 ; 48.70 _ ; 48.70 _ ; ' 34.69 134.69 48.62 __ 48.62 --� -- 1 14.76 _ 1 14.76 !: 131 .61 i 160.30 + 197.41 26 l 37 X 72 23.47 i 23.47� _ 31.74 -� ` 31.74 1 21.26 - 21:'26: 1 ,�29.81 29.81 170.36 170.36 98.27 98.27 156.97 27 I 37 X 84 --- 114.39 114.39 _._ 19.46 Y----� -�19.46 394.49 _! 91.61 ' 417.04==` - ' 417.04 --- ' 450.85 676.28 �-- j 450.85 -' 1676.28 1676.28 32 53 1 /8 X 26 191.61 417.04 191.61 - 214.14 9i.38 .. 14 2 31 50 j 34 2 7. 5 231.50 t .347.25! 7 25 34 . 33 ^ 3 1/8 X- 38 3/& 98.38 ` 14� 9.02 I 98.38 201.51 98 38 I - ' i 76.04 65.45 , ; ,�2,4 - --�- ; 83.09 - 65:45 .; 1 1.6 47 ` ._1_.`14.00 -_j 231.01-�154.00 ; 231.01_- - 231.01 34 �3 1/8 X 50 5/8 56.23 56.23 - j 65.45 -'�- ; 53.17 156.73 ---� ; 58.10 -- �----- _ -- ! 56.73 •' 'r81 .44 - 133.4$ j 19222 - 133.48 1200.23 - ► 200.23 3453- 1 /8 X 56 1 /4 39.32 - 39.32 126.92 ; 53.17 ' 36`4Q 36.40 1 39.78 39.7$ 148.91 j 55.76 --- .' %t5.08 • • - - ; 131.60 - -- 1 15.08 ; - 172.63 172.63 35 53 1/8 X 63 26.92 _ - ___-_---- -�' - 25.62 - ! 25.62 35.92 135.92- 84.77 184.77 97.21 1 18.41� 145.82 36 ' 34 r 53 1 /8 X 72 _ 17. i 17.34 23.45 ' 23.45 ; - 21.77 - j 21.77 - i ; 51.39 51.39 71.78 ' 71.78 1120.81 37 j 1 8 X 84 ` 10.51 53 / 10.51 - 14.21 14.21 1 15.53 ; 15.53 j -; SERIES. -1000 & 1-500 FLANGE VERTICAL �'- INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA MULLIN ODESIGN PRESSURE CAPACITIES TITLE: ` � I � N � _ • _ .� - SHEET 2 OF 2 S H l_RT- .� - J'0 c NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON END. ;. ' DRAWN BY:. � APPROVED BY: FASTENERS REQUIRED AT B) DESIGN PRESSURES GIVEN EACH ARE FOR 1.5 X DATE::} i i ! Ur SCALE: F U!! DWG.: L P 2 INSTALLATION ANCHOR DOOR WIDTH /4' MAX- SHIM SPACE INSTALLATION ANCHOR SHIM AS RE'O'D TWO BY WOOD SC 8 REw x8 SCREw. I: SHEATHINGMBY OTHERS • (SEE NOTES) 1-1/8 IN. 81r' OTHERS EMBEDMENT TWO BY WOOD ::_ _ CAULK BETWEEN BY OTHERS DOOR FLANGE TWO BY WOOD SLIDING GLASS & SHEATHING BY OTHERS DOOR FRAME CAULK BETWEEN JAMB HOOK STRIP S. SHEATHING SLIDING GLASS DOOR SHIM AS REO'D. HOOK STRIP 1/4' MAX. SHIM SPACE (SEE NOTES) s—. INSTALLATION ANCHOR 1-118" MIN. - 1-1/8" MIN. #8 SCREW EMBEDMENT. ' EMBEDMENT TEMPERED GLASS STUCCO CAULK BETWEEN OR SIDING <TYP.) , DOOR FLANGE BY OTHERS & SHEATHING SLIDING GLASS DOOR FRAME PERIMETER HEAD SHEATHING CAULK BY BY OTHERS OTHERS. PERIMETER SHEATHING CAULK BY BY OTHERS TEMPERED GLASS TEMPERED OTHERS STUCCO (TYPJ STUCCO OR SIDING GLASS (TYPJ OR SIDING BY OTHERS BY OTHERS SLIDIN GLASS DOD _ �+ G ASS R i �.'_ t ".:i►1 1P�',:.fa i. .' �' . INTERLOCK DOOR HEIGHT SECTION B—B c HOOK STRIP DETAIL qllj A NOTES: . I) DOOR MATERIAL: ALUMINUM ALLOY 6063. 2) a8 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. 35 INSTALLATION ANCHOR CHART ON BACK 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) LARGER TSIZOOR E, FORZE IS NOT LISTED THEAPPROPRIATE IDESIGNOR CHART, USE PRESSURE REQ•pNCHOR QUANTITY LISTED WITH NEXT DOOR FRAME - - / 7) FOR POCKET DOOR SIZES USE, CLOSEST BYPASS DOOR SIZE 8 CONFIGURATION TO FINISHED OPENING. SILL B B PLACE INSTALLATION ANCHORS. 1N FRONT OF HOOK STRIP AS SHOWN. 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHAR T.S. 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. C> 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 1/4'- 12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS A 13) WHERE 'X' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED, CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. \//�T NOT ALL VE ARE ON THIS ER p EMBEDMENT EXTERIOR E L E V A I ION 14) SECTIONS CONFIGURATIONSLISTED ESTRIP �DETAIL PP APPLY INSTALLATION GOF ALL VAPPROVED-LATIOn. e 4 n 1-1/4' MIN. CONFIGURAT[OnS- ' 2 PANEL DOOR SHOWN 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES 70' ` 2000 SERIES AND 500 SERIES. Q n D REV DESCRIPTION DATE INI EXTRUDERS LIBERALLY APPLY FLORIDA INT, :.INC. SANFORD FL. CAULKING UNDER. SILL - OR SET SILL .IN BED INSTALLATION ANCHOR OF' CONCRETE 3/16' DIA TAPCON TITLE: SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS SECTION. A -A i DRAWN BY: BB APPROVED BY: F I 2002 ATE: 12/17/01 SCALE: KTS DWG #fLEX0027 SHi I OF ®® #8 SCREW INSTALLATION ANCHOR CHART NOMINAL DOOR QUANTITIES IN HEAD & SILL QUANTITIES- IN EA. JAMB QUANTITIES IN EA. HOOK STRIP DOOR. SIZE AND SIZE UP TO 46 PSF 7p 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 60 PSF 70 PSF TO PSF CONFIGURATION 45 PSF 6o PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 4068 �xl X71xoo 48 X 80 6 6 6 8 86068 g 8 8 8 4 4 4 4 4 4 5068 60 X 80 6 6 6 8 8 84 4 4 XX72 'X 80 8 8 8 8 8 8 4 4 4 8068 Xx96 X 80 10 10 10 8 8 8 4 4 4 10068 XX, OX XO 120 X 80 12 12 12 6 10 10 10 5 5 5: 5080 XX, OX, XO 60 X 96 6 6. 8 8 10 10 IO' S 5 5 6080 XX, OX, XO 72. X 96. 8 10 10 10 10 10 5 5 5. 8080 XX, OX, XO 96 X 96 ' 10 12 12 10 10 10 5 5 5 10080 Xx OX XD 120 X 96 12 6 6 12 12 12 6 6 6 50100 XX, OX, XO 60 X 120 6 8 8 12 12 12 6 6 7 60100 xx, OX, XO 72 X 120 8 . 0 12 12 12 6 7 8 80100 xX OX X❑ 96 X 120 0 12 12 8 8 8 4 4 4 9069 OXO 109 1/8 x 80 12 8 8 8 4 4 4 12068 OX❑ 145 1/8 X 80. -14. 14 14 8 8 8 4 4 4 15068 ❑XO 181 1/8 X 80 .16-:.: 16 16 10 10 10 5 5 5 9080 ❑XO 109 1/8 X 96 12 12 12 10 10 10 5 5 5 12080 ❑XO 145 1/8 _X 96 14 14 14 10 10 10 5 5 5 15080 OXO 181 1/8 X. 96 16 16 16 12 12 5 7 8 90100 OX0 109 1/8 X 120 12 12 ' 12 .12. 12 12 12 5. 7 8 120100 OXO 145 1/8- X 120 14 ' 14 14 8 8 8 4 4 4 9068 XXX 106 5/8 X 80 12 12 12 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 10 10 10 5 5 5 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 16 12 12 12 6 7 8 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 14 8 8 8 4 10068 OXXO 119 5/8 X 80 12 12 12 8 8 8 4 4 4 12068 OXXO 143 5/8 X 80 14 14 14 8 8 8 4 4 4 16068 OXx❑ 191 5/8 X 80 18 18 18 1 10080 OXXO 11 / X 12 12 12 1 10 1 10 1.0 5 5 5 12080 ❑XXO 143 5/8 X 96 _ 14 14 14 10 10 10 5 5 5 16080 OXXO 191 5/8 X 96 18 8 18 12 12 12 6 7 8 100100 OXXO 119 5/8 X 120 12 12 12 12 12 6 7 8 120100 OXXO 143 5/8 X 120 14 :::!14 14. 12 12 12 6 7 160100 OXX❑ 191 5/8 X 120 18 19 4 4 4 4 10068 xxxx 11 1/4 X 12 12 12 8 8 8 4 4 4 12068 XXXX 141 1/4 X 80 14 14 14 8 8 8 4 4 4 16068 XXXX 189 1/4 X 80 16 16 16 10. 10 10 5 5 5 10080 XXXX 11=1/496 12 12 12 10 - 10 10 5 5 5 12080 XXXX 1414 14 14 10 10 10 5 5 5 16080 XXX-X 1816 16 16 12 12 12 5 7 8 i00100: XXXX 117 1/4 X 120 12 12 12 12 12 12 5 7 8 120100 XXXX 141 1/4 X 120 14 14 14 12 12 12 5 7 - 160100 XXXX 189 1/4 X 120 16 16 19 1 FLOR(DA EXTRUDERS _ -. INT. IN. SANFORD, 'FL. TITLE: SLIDING GLASS DOOR - INSTALLATION WITH 98 . SCREWS /l, I ENGINEER: DRw DATE12 /21/01 ANCHOR NOTES: 1> FOR MASONRY OPENING W/TWO BY WOOD BUCK USE SAME ANCHOR QUANTITIES. DISCIPLINE:, CIVIL scnLE N.T.S. °vG NO, FLEx0�27 j N Ev. LETTER: S)-EET, FL REG 13 4718 2 ? nF P GAL NOit E � I. DO NOT SCALE THESE DRAWIN65: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS SHEET NO. IN THE PLANS BEFORE BEGINNING WORK. 2. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL C - COVER SHEET BE THE RESPONSIBILITY OF THE SUB -CONTRACTORS. EACH 5U5-CONTRACTOR SHALL REPORT TO THE FIELD MANAGER- ANY DISCREPANCY OR OTHER 1 FOUNDATION PLAN , FILLED CELL DIAG. QUESTIONS PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS. 2 -PRECAST LINTEL DIAGRAM B. IT 15 THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE 2001 FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY, 3 - PRECAST LINTEL LOAD.TABLES COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAW5, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK. 4 - FLOOR PLAN 4.. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND 5 - TRUSS LAYOUT PERFORM ALL WORK NECE55ARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURI5DICTION TO COMPLETE THEIR SCOPE 5.1 -STRAPPING SCHEDULE OF WORK. 6 - EXTERIOR. ELEVATIONS 5. ALL B4"X22" AND 56"X24" PLANS ARE DRAWN TO SCALE 1/4" = 1'-0", 7 - ELECTRICAL PLAN, ELECTRICAL ]PRAiNN TO " ". ALL I'7XI1 PLANS ARE DRAWN TO THE SCALE I/V' = 1'-0", E (61EP-T FOR THE LIVE ANIP REAR EXTERIOR �. rr ,.r REAR I...i�l�l ��vi� 1...4..v Y/'--�IIV1�l✓ XTE IO �I EIA'TION 11 1 11 RISER, PLUMBING RISER 8. - GEN. NOTES & TYP. CONST. DETAILS 9 - GABLE END & OPENING DETAILS DESIGN PARAMETERS r f BASIC WIND SPEED = QO 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; +/- 0.15 (INCLUDED IN DES16N WIND LOAD) DESIGN WIND LOADS WALLS = +22 , -18 PSF - ROOFS = +20 -20 PSF (-30 PSF AT OVERHANGS) ENGINEERED BY: 0 .J N CO LL W J W W = 0 w 0� U w 2 0 2 U) m 0 Q 06 X 0 LL. ENGINEERIN (407) na-coos FA x (+07) n4 E4 P.O: BOX 161813 ALTAMONTE SPPoNGS, FL 32716 TigYAS J.'A DERSON PE/ 4787 11116.2MI ^ Of. _ APR 0 7 2004 E4. cow— SLAB PV FIBER -ESN ONAM 6 t-M. VAPOR BARRIER OVER, TREATED COMPAC, FILL C4-u O &RACE : #5 VERTICAL TICAL PEBAR 2-65 BARS Ib* MONO. SLAV' - G.M.U. ONE STORY XTA EXPAN51014 NON LOAD BOLT EP.&. rtALL 9�, oow— 5LA5 ry riammm" OVER 6 MIL VAPOR SARIZIER. OVER TREATED COMPACTED FILL / IA* MAR COW_ Y 64RADE �-NICKMM�,E=P SLAB NOWBEAKIN& \Lj KTA > r MONOLITHIC FOUNDATION PETALS tLT.S. 0 OMPRESSM SLAB NON-51;t&. 0 SARA&E KTA (5 OF FILLED C.ELL5 MAXIMU-M SPADING FouNvAtioN PLAN. NOTES 1612: VN6RoUTEv CELLS THAT CAN RESIST A 100 M.F.H. LOAD 1) ELEVATION 'A' 5HOi*iN: SEE PARTIAL PLANS ON SHEET 'A5-5' FOR ELEV. 15' C44AN&ES, DESIGN WALL PRESSURE T = 22 P5F 2) THIS STRU-ITVRE HAS SEEN DESIGNED TO MEET MAXIMUM ALLOWABLE TENSION ON HOLLOW CORE UMM5 OR. EXCEEDTHE 110 MP.H. 5 SECOND GU WI 25 P.5.1. - A.C.I. 551 TABLE 10-1 LOAD REOUIREMENTS, OF THE FLORIDA SECTION PROPERTIES 8- PARTIALLY CIROMED EVILVIN6 GORE 2001 EDITION. 5) AIR HANDLER To HAVE MIN. 4* CLEARANCE 45.45" HA50KAFZY STRUCTURES A.0-1) ON ALL SIDES AND EW—LO5LRE SPACE TO 5E ON M = r0l /0, 5 = Yi*LOLX12/ 6XT = 115.45,1 = 10.4 FT. MIN. 12- V41MR THAN APPLIANCE. 4) A/C PLATFORM BY EviLvER USE V-O'HORIZ.SPACING - W-4'CEILING5 MAX. (PS = 13) USE 6'-0- HOPJZ. 5PAC]INS - 10*-0* TO. IX-5" CEILIN& MAX. u5E 61-o" HoPJZ- SPADING - 12'-6* TO IWCEILING MAX. 4 ADD LINTEL YV (1) #5 CONT. a 9'-4* HGT. (+/- W) r ----- OPT. 12 ENGINEERING (.07)n. 6tn FOUNDATION PLAN ELEV. "A" P.Q OU 161613 Mj� SPMCS. R. 32716 miows a mtoo� pq 47819 V4"=1'-O` oL (.) < z r o o W C) Z0 C) zo ::) 2 o w 0 U- U- AS'T7IVETd1692 LINTEL= SCHED. LINTEL NO. LENGTH TYPE COMMENT5 L 1 17'-4" 8FI6-I5/IT ALLIED LINTEL: A-13. L 2 I'-6" bFlb-IB/IT ALLIED LINTEL: A-5 L 3 T-6" 8FI6-IB/IT ALLIED LINTEL: A-5 L 4 4'-b" 8FI6-013/IT ALLIED LINTEL: A-5 L 5 4'-6" 81`I6=013/IT ALLIED LINTEL: A-3 L 6 .7.-(," 8FI6-IB/IT ALLIED LINTEL: A-5 L 1 4'-b° 8FI6-05/IT ALLIED LINTEL: A-3 L B 4'-6' 5FIb-013/IT ALLIED LINTEL: A-3 L 9 4' 6" 8FI6 OB/IT ALLIED LINTEL: A-3 LINTEL DIAGRAM NOTES 1612: 1) 5EE FOUNDATION PLAN FOR FILLED CELL SPACING. 2) SEE SHEET "A6.1" FOR LINTEL TABLE5. 1 L—ci A/C COND. W 36X36X, GONG. PAD F — — — — — — — — — — — — — — — I I I 'OPT. I:2 OXIO'OX4" PATId I I I I OPT- LOCATION A/C CON"_ I I IW 36X3bX4 GONG. PAD j (2'5Xb'OX4"I PATIO I 11 t (DELE E PATIO fN/ POOL D1=CK) L-2 L—I LINTEL PLAN n R ICA E ENGINEERING (mn 774-coos rA (4*n n�" . ►A Box lets/" R.lAIaMtE SPFZM FL 3VIG il"" A mmot 01! 4n Q _ L-5 L-4 N O T E S CAST - C R E T E SAFE LOAD TA B L E B 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS MATERIALS FOR GRAVITY-, UPLIFT & LATERAL LOADS I. f'c precast ttntels - 5500 psi. _ - g. f` gr� 6: 00 pm-/ ion b00 ���• age agate. 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4. Concrete masonry (nits per ASTM G90 w/ minimum net area compressNe strength = 1900 psi. 5 Raba" provided In precast lintel per ASTM A6I5 &R60. Field rebar per ASTM A615 MZ40 or &R60. 6. Prestraeew strand per ASTM A416 grade 270 tow re ai. tion. T. 1/52 wire per ASTM A510_ 8 Mortar per ASTM G270 typa M or 5. GENERAL NOTES 1. Provide full mortar head and bed joints. 2 Shore tilted lintels as required. K Installation of lintel must compiy with the architectural and/or, structural drawings. q L)nteks are" manufactured r40 5-1/2',I" notches at the ends to aGconmodQte vertical dell Erifor recIng'and q-ovting. All lintelo meet or exceed L /560 vertical deflection, except lintels 5' and longer with a nominal height of 8' meet or exceed LA50. Bottom Field added reba- to be located at the bottom �++ GRAVITY L.ENbTN TYPE pa16 6fSl-B 44-4' (52') PRECAST 1494 1541 DOSS 2ge2 9454- 442q � 5 66W 1e27 5412 4462 64-12 1441 -As 10670 4'-b' (54) PRECAST Lg51 2'702.: Xn4 56W ~1 5315. -6264 1702 94t2 4402 6472 7g47 1 4H6 1o61D 5--8- (68) PRECAST 765 652 root . 1550 2056 30-M 9565 11 2162 40M 64-M b5ro 5e14 6esq 5'-10* (10') PRECAST •tg5 . .M 500 '� W24' 2400 26-16 5952 . Iwo 2051 ':;8t41 - 64T2 65ro 'S43o" , b49. b'-8• (8b):PR6C':45T 922 40'f ro77 �2495'. ;2576 3229 :3672: _4522. 40'1 J677 -2W. 4KJ0 6790 "01T7 , 6707 (90) PRECAST e6s 76t -W" --2252 '.1!m6-' 2431.. '2444 "6484- *4 is" 2924• e004 54g2 6624 SL92 9'-8' PRECAST gp ' 420D94 ..125e .. 1o'tl 1942 1614 lee6 5E5 426 14-" 2M 5W0 384g 26"P} b of .the., l I caul ; 1/32• dkm7eten iv a stirrups era welded to the bottom steel for $" PRECAST W/ ` 2" RECESS' DOOR U=LINTELS mechanical anchorage. 8. Gast -in -place concrete may be provided In composite lintel in Ilan of concrete masonry units. Safe load r-Zr based on rational design analysis per 9' AGI 5i8 cod AGi 530 5AFE LOAD TABLE NOTES I. All vahle9 based on minimum 4' bearing. Exception, Safe loads for unfilled lintels must be reduced by 20% if bearing length Is less than 6-1/2'. Sea loads for all recessed lintels based on V nominal bearing. 2. NR = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One #-1 rebar may be substituted for two u5 rebors In 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the .maximum resisting moment and shear at d-away from the Lace of support. _a ,_-m - I---- Mei14 mr-4Rm UPLIFT Type Le-r1TN rasa rr eRP612Mes - - eta16 (52) PRECAST 240 5260 4ti2 4g67 992 L44 _ Isis 2994SM 4000 4e50492 PRECAST nq21501 251t 9121 5-M7 41%(54') F42$O IM2 1495. 2240 5086 3081 4645424- PRECAST M IM 2429 9o56 5604(68) 424 102 r M-..25 T 2WO twos50l ('10') FKEGAST846•.Ilse n42 2952 2465 5561 469 469 046 10" 16W 2206_ 2bgl 51447 - 4106 77D 862 E+19 2042 25T3 910'1 Z- GRAVITY ' UPLIFT - $ p 8 co $ � a o.. W c •r° O N :. .■-. 10 ��. a .. C to U. O LL . LENS TN er047 OFbfr arr-rr - ate BFa 8F8- W12- 2'-101(54•) PRECAST 2721 2616 44M 9e92 6564 7611 409i 2021 2021 2T21 2164 94d 9140 640T '1690 6667 9'-6' (42') PRECAST -2165 2294 9260 4�'I 52W 6204 'IW2 1257 1257 2165 225 Siff 4125 .5041. 6061 1056 . 4'-O' (48") PRECAST 10-16 M4 2692 9600 4•Ri2 5961 6245 -05 ID70. 1425 21W �� 4422 5264 :NIO-: _ 456 4'-6' (54") PRECAST rofo '1'ro2 2907 e257 4010, 4761 _5524 727 72T 1660 1"105 24$4' Srn 'e§I9" 465S,540�6, 5'-4' (64) PRECAST t343• 14b4 2J10- - !2_IA 9ats 4010 4646 505 505 L5g9 143'i 2080 :2670 9299' 9420 455. 5'-10'(TO) PRECAST i2'I2• W7 Mo. 2503 5004 56": 424'f 415 418 1272 135 1875 2441 9010 996e 4B1 b'-6' (le) PRC-GAST U41• 1200 F156 2250 276q 9290 9012 707 86-7 f141. Iro2 16D4�.� .'992 27oa - 92ro :5732' - -r-6• (90) PRECAST . 959•.. 412 "6.- "W14 2954 2T47" ':l9240- . 591 657 1029 466.; 1401` - N2) PRECAST, bon ,: 612 4DOS ,Y264,.. �t56d IOS2;: s:2N4., 454 . _ 690 .. .:ea .. .155 ...-..: ;:. IK2c ___. Isso :Yafillo ._,: :2271..2654 '; 10'-61026-) PRECAST '.1261 1496. ':.rf91 3q6 445 'ilb- bit WW,: ,1804 2094- ::2996. il'-4' (136") PRECAST bf6• 43g 6g0, 044 .;fiO4 $0 e0q - t915 . 963 556 . . � 05 - 906 :..1716. 6�8:: - @16 - :2qe- 12'-0'044) PRECAST 60T -:400. .. 69L. 616 !.1001 • 1106:': -. t912 ... 940 444 J ; M W L F� _ -� r^ V! 691 466 DID 1204' 1514 ' MO! '2006 19'-4'(160) PRECAST soo• 340 592. 666 641 447 lee - 902 998 5-0 404 6D2. i064.� 967 I6S7 .: t691: 14'-0-068) PRECAST 456• 916 40 695 TO 422.. .'Io69. 266 � 546 976 624 4= . 1274 OM µ'-D•m6) PRES 249 2-0 454' S91 -04 69T' 940 NR 957 243 952 562 062 166 µq1 r14Z 15'-4'(184')PRFS - 225 276 430 Wa - 677 Doi 425 NR 327 22e 924 542 1V IOi1 1'JDt ro16 I-r-4• (208")!'RE5 roe 2% s61 464 567 610 255 -IDS 216 4;Y4 644 � e74 It21 ' 19M. W'-4'(232)PRES -. 165 201 s13 401 4f0 9'16 66-1 N.R. 204 1" 294 9e6 550 7% 440.: 1160 21'-4'(2'SG')PRES t45 142 1e6 212 278 996. 9% 4n 438 des 912 607 "o 943 KR- 172 22'-OC26a")PRES -140 180 -: D 845 416 -'7� � NR Ibl 01 205 $22 451 601 " q47 2410MDH')PRES 127 1b5 244. 9I2 .360 44l 5I5 NR 155 124 106 240 408 53b 680. 699 q" All safe loads In units o povndsper-linear foot. *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR - U NOTES: ALLIED LINTEL TABLES MATERIALS 4 INSTALLATION I, rebar In precast lintel GR60 per ASTM A615 2. rebor in poured beam GR40per A5TM. A615 . 3. f'c for pprre t llnrls =4000pst 4. M for f161d-concrete =3000psE _ . S. concrete masory units per A5TM G-90 ' mortar per A5TM G270 e M ar 5 b. role-waElonsr ing: Richard Newman, P.E., `• :; • , x ' Rlddle-Newman EnglneeNng Inc. '.. 1. shore all composite lintels 4" O.G. 8. all GOrty_oslte booms calculated with 1#5 b1 top of beam safe l0act9 based on nominal 8' bearing :•,.; - (4• minimum). 10. all loads shown In pounds per Ihear foot -: .. 11. for lens not listed use next longer length for load • • . • • safe 8F16-IB/IT 8F12-IE/IT 8F8-iE/IT FIELD REBAR Q 65GR 40 �.' LINTEL SECTIONS Q - " CONCRETE FILL w j_ uu - Q FIELD REBAR ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH UNFILLED FILL D FILLED" FILLED FILLED FILLED FILLED FILLED A- 11 2.10" 654q 625-1 10125 12000 12000 12000 12000 12000 A-2 916, 5555 3858 5251 8552 11440 12000 12000 12000 A-3 4'b• 2061 1g74 3367 4616 6186 126q 8601 gg24 A-4 5110, 1125 lo80 1810 24" 3556 34113 4637 5350 A-5 7'6' q02 1056 1844 2542 52g4 402q 4710 5522 A-6 q'4• (156 636 1112 1554 lgg4 2456 2402 9346 A--7 1016" 48q 483 841 II-10 1522 1551 2211 2556 A-b 11'4' 502 bit 1125 1550 2002 - 2455 2g31 93841 A-cl 1218• 421 455 q00 1224 1604 Iti" 2560 2T21 A-10 IS'4' 9119 4111 T74 1053 1561 1642 2024 2541 A-11 14'O• 542 3T3 b90 938 L755 1510 1808 2041 A-12 14'8' 505 334 615 842 Itoo 1552 1624 1 1879 A-13 1 174" 272 Zee 456 611 806 188 .Ilse 1380 A-14 M-4" 250 3q5 - 446 860 1156. 1405 1648 1480 A-15 20'0• 225 1 365 1- 784 1052 1900 1570 1891 14 II b JJJJJJ � � s -., 05 REBAR AT, TOP F =FILLED WITH CsROUT / U UNFILLED 5 GR 40 MIN. (1) REQ'D QUANTITY Or- 05 REBAR AT - F 1-1/2" CLEAR BOTTOM OF LINTEL CAVITY 5/ r U= =• G.M.U. B I B-15/I T - Q NOMINAL WIDTH J QUANTITY OF 05 - (SPOUTNOMINAL HEICIHT REBAR AT TOP z 05 REBAR AT BOTTOM �p • • OF LINTEL CAVITY BOTTOM PEWORCIW- j:-5/a'-AC:TU4 PROVIDED IN LINTEL allNOMINAL WIDTH (VARIES) TYFE DES I GNAT I ON ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "LlUNTELs LINTEL NO.F4'6' LENGTH 8"X8' UNFILLED 8"X8" FILLED 1212" FILLED 8'X16• FILLED 8'X20" FILLED 8'X24' FILLED 8'X2ti FILLED 8"X32' FILLED LATERAL LDAD 8X8 FILLED A-1 30g6-: 3750 -1144 10000 10000 -. lO000 10000 10000 - 4408 . A=2 1835.' 14-.% 5445 - ` t0o00 Io000 -. 10000 ,,a0000 100.00A-3 IOib 1051 4224 5400 6203 g440 10000 10000 1415 A-4 SM 605 2380 331q 4500 5305 6766 '1848 -M A-5 545 510 1421 1418 1 2552 9514 5661 46001 661 A-6 q'4' 228 252r41-5 .12ft 1665 2054 2542 2g47 423 A--J 1016' 185 20q10411 1541 1662 2025 254-7 92q A-5 II'4' 305 539 . qIR 1110 t452 1'151 2028 451 A-01 12'&' 241 282'760 q9l 1252 1464 16g5 957 A-10 13'4• 253 zo -105 8g2 II0q 150',) 150q 2 1410• 225 524 652 W4 1025 Ilgb IS05A-12 14'8' ml 210 60q -164 955 11- 1280 A-13 rr4' 145 255 483 605 756 842A-14 Iq'4' 184 2" 420 525 657 -11 O26 A-15 2oo- I r14 I 2os I 2qb 4o5 5o4 690 b80 786 8 a hr m+ drawn blr• dmw desOl checked W. amwr data 01724w 2 4-t 3 of: _HANDICAP ACCESSIBLE BATH AREA GALGULATIONS 16-12 TOTAL A/G LIVING" AREA: 1692 5F GARAGE: 5915F COVERED ENTRY. PATIO: 40 SF TOTAL UNDER ROOF: 2121 SF TOTAL AREA. 2161 SF FLOOR PLAN NOTI=S: 1(292: I) ELEVATION'A' SHOWN: SEE PARTIAL PLANS ON SHEET 'A-5B' FOR ELEV. 'B' CHANGES. 2) ALL INTERIOR WALLS TO BE 3-1/2" UNLESS NOTEDOTHERWISE. 5) ALL STRUCTURAL WOOD HEADERS TO BE DOUBLE 2'XIO" UNLESS NOTED OTHERWISE. 4) SEE FOUNDATION PLAN FOR FILLED CELL LOCATIONS. 5) AIR HANDLER TO HAVE MIN. 4' CLEARANCE ON ALL SIDES AND ENCLOSURE SPACE TO BE MIN. 12" WIDER THAN APPLIANCE. 6) A/C PLATFORM BY BUILDER 'I) ATTIC ACCESS TO BE 22"X54', FIELD LOCATED e) BARTOP TO SE 40" H. KNEEWALL rO&' KART - - - ------------ 40'-O•, o v OPT OX4" PATib <s OPT. LOCATION A/C - o W/ 36X36X4 CONC. PAD 1 6'SX6' X4" ATIO (+22 -29)IN 1920 I m 25 5H (EGRESS) 25 SH (+22/ -24) �♦ 0: I� �V COUNTRY �i ♦; KITCHEN t — 1��31��Gi1 ��iili� • .;MSTR.5ATH �.IV •i �i Br=DROOM #2 —BATH1•j • r•1 • 3 • 0 LFIELIP LOCATE - - .. .. _ - .: ►9 .• .. •. i; ' Ib'OX'1'0 O.H. CAR. DR. 2' 16'-0" 2' 3'-O• 3'-O' 7.-0" T.O. 14'-0" ENGINEERING <" T,♦-96OS �- can M-"" (yZFLOOR PLAN P.Q B 161617 KTIYOWE %N WS. it O2T16 nVMAS 4 MVURSW Ki 47819 V4•nl�-Q• c O ,yy Y >rom DO m a u oau. 1 :1 i S�F N ; 0 �dIIS F� destned by. nl drawl by. dm design Neckhd by e dote- gt-22-01 Sheet 4 Of: 40-0-0 5� 12 All FLAT COUNGS!ll - w 8 TC LIVE 20 pgf TC DEAD: 7 pat BC LIE: 0 pef BC DEAD: 10.p6 f TOTAL: 37 psf DUR FAM 1.25 . W-0" PLATE HT. NOTE: SEE. TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS —TO —TRUSS CONNECTORS ROOF TRU55 ANCI-IORAfiE: NOTE: 1) USE (U TYPE "C" (OR NTERCHANr ABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM ODH ECTICN UNLESS NOTEDOTHERWISE (UN.O-) 2) USE (U TYPE "A' (OR MTERCN.MIr ABLE TIE) FOR TRUSS TO BLOCK WALL CONNECTION (UNO.) 3) USE EHUH2644 (ORINTERCHANGEABLETIE.FOR ALL J015T HAWSER CONNECTIONS (UNO) . 4) USE (3) 16d OR (3) J31 x 3 1/4" PASELODE CAN NAIL TO FASTEN JACK TO HIP GIRDER (T4B) 5) GABLE TRUSSES REQUIRE (1) TYPE 'A' OR (U TYPE "C' STRAP AT 48. O/C FROM CENTER OF TRU55. 6) ALL STUDS BELOW GIRDER TRUSSES SHALL BE EITHER CONNECTED w/ SIMPSON SP4 STRAPS TOP AND BOTTOM IN ADDITION TO OTHER STRAPPING ON PLANS. SIMILARLY, 4X4 POSTS REQURE (2)-5P4's ON EACH END. 4X6 POSTS REQUIRE (3)-54-4'e ON EACH END. l) BOTTOM HALF OF MTSI6 TRUSS STRAPS SHALL BE EITHER NEATLY WRAPPED UNDER DOUBLE TOP PLATE OR NEATLY FASTENED TO VERTICAL STUD OR POST DEFENDING ON ALIGNMENT OF GIRDER AND STUDS OR POST BELOW. SEE POST STRAPPNG ON 1st AND Ind FLR PLANS • PNEUMATIC EQUIVALENT MAY BE 51.18,5TITUTED FOR HAND NAIL DESIGNATIONS" NAIL VALUES: BASED ON 'NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION FROM TABLE BJ3c - 'NA111-5 AND SPIKES - - - LATERAL LOAD DESIGN VALUES• . NAIL SHEAR VALUE fibs-) Sd 103' IOd 125. led 14S' �8 O N �N WJ O � O C I E Q 0Nv Z o t U. Oa Q Q� J 00 D LJ._ O O 0 171 s�s J ��a 0 04 �tp flit desowd by: rd drawn by- dmw design dieamd by. awWv data 01-2&Ot 5 Of �} 1 -- ob'-0" T.O.B. _.._.._ _.._.. _..-4ow. N. --------.._..—' — — — — — — '— — — -- — :. :. ' • _. - � FIN. FLR. G—RARE RIGHT ELEVATION 'A' 1/4" = P-O" REAR EL ..�-o• T.O.B. - - - - o-H _..-.:-.:_:._..' • — —.- ::_..`_::�.._ .. -.._ '_ — — ——.._.._ •_.._. _ - — — — — — — — — — — — AO'—O" FIN. FLR. YGRADE I �� LEPT ELEY�aTION '�' 1/4• es ie-O" TION ..'A' ... : OFF -RIDGE VENT (TYP) -$—o• T.O.B. _..- _ _ _..- .0A. b 8 TLl 'FIN. FLR: IE Q V) Z O H Q w J W W 1— W 171 J ��t s 0 N lift by-ti arem er m"v �9" d,"ilma bY- awr meet W-22-0t LOAD TABLE MODEL 1692 CONDUCTOR 2 1 FWnE 40A2/P 8 10 2 1 DRYER 30A 2/P 10 5AW I DISNLLV# MR 20A UP Q 1200 I FMI RM-RATOR 20A UP 12 540 I i DISPOSAL 20A UP 12 540 1 I 1 WASHER 20A VP 12 500 2 2 SMALL APPLIANCE 20A VP 12 13000 b 6 -ceE RAL LKawws 15A UP 14 6000 I I CAR46E DOOR OPENER 15A VP 4 1500 1 b PADDLE FANS (Ib) SUB-TOTAL.(WATTS) 30 1 st. loo 0.WATTS AT W% IVOW WATTS FWAMER 40% 6)52`11ATTG A:C, 30M WATTS 3j" WATTS - TOTAL 21X-240 WATTS TOTAL 'LOAD AMP 88D AMPS . ,;; SERVICE SIZE 50 AMfio J aU METER z W an � 64 BARE C.W. 2 / 0 SER CABLE RANGE 8/3 W09 150 A MLO DRIER 10/3 W3 PANEL SMALL APP. 12/2 W9 LIGHTING CIR.14/24 W9 TO PPL TRANS I 8' GROUND ROD 1692 ELECTRICAL RISER VAG. / 150 A 4 WIRE 5VC. - 2' VTR 1 IR' V.TR C". W.V 2" K5. LAV 1 IR' 3' 3' p• tlLG. 3 3' 3' TUB 2' VSR 3' 2' LAV I VY 2'ot 2' 3. 3. 2. IgCAL 5YMSOLI KEY LIGHT FIXTURES RECESSED CAN LIGHT :, RECESSED GAN - EYEBALL GEILIN6 SURFACE MOUNT LIGHT WALL SURFACE MOUNT LIGHT L16HT rvrULL CHAIN SWITCH 7 ® WALL SCONCE (LB=51 OUTLETS DUPLEX OUTLET Is. AL-P=QSE OUTLET SWITCHED DUPLEX OUTLET RANOWDRYER 220V OUTLET 1 DIRECT WIRE CONNECTION TELEPHONE OUTLET C GATV (TELEVISIOW OUTLET -0T THERMOSTAT =$=r _- - UNDER -COUNTER OR CONGEALED OUTLETS CEILING MOUNTED DUP. OUTLET SWITCHES SINGLE POLE 5WITGH THREE-YVAY 5WITGH 13 4 W FOVR-AY SWH ITC USER DEFINED 5WH ITG [C MISG FIXTURES EXHAUST FAN _- 3 EXHAUST FAWLIGHT EXHAUST FAWLIGHT/HEAT O SMOKE DETECTOR cp ELECTRIC, WALL HEATER ELECTRICAL PANEL EMER&ENCY LIGHTING -- EXIT SIGN BASEBOARDEELEGTRIGAL ,. � SU 1l8 1692 PLUMBING IRI5ER eLEGTRIGAL PLAN NoTr=s 16412: 1) AIR HANDLER TO HAVE MIN. 4' CLEARANCE ON ALL 51DES AND ENCLOSURE SPACE TO BE MIN. 12" WIDER THAN APPLIANCE. 2) A/C PLATFORM BY BUILDER 5) MSTR. BATH FAN TO TURN ON WITH LIGHT OPT. LOCATION A/G COND. YV 36X36X4 GONG. PAD ELECTRICAL PLAN V4'=I,-0" ENGINEERING (/07) 771-*= FM- (407) 7 4- 477 P.M WX 161613 KTAYOME SPIUMM rt Wit T11O1 1 AFOE0.5011 Kj ♦MIS r---------- ---� I I I 1 IOPT. 12'Ov X4" PATIO I 6'SX6X4" ATIO I 9 30� IE a o c I o� c o 2 1Y v, �m.m rom Z � o -c Oa V `n Q V Zo_ 0 a 1.1,1 J_ U � UZ w m W W :3 —j a- w sal S J gf �s h 04 CD till y >} Cfl a S Hit ,_. .. f�a l ......I by-rd sheet 7 Of- ,�• COi'ZZ�R , 2X -TOP PLATE IETAL IB4B TPIPEANCHORAGEE - BAR UY PA55 THZOEE1 MAC DENOTES PIPE IY' STD_ HooK 5 BAR Tao►! of sTa4 KILL 2 5 ffi SHALL BE TV W PA561tG 71ROUSH FOCINIG CST ((TW SPACING) 2Xa BLOCKING PIPE PA�aN 5 THROI" Y[� -ARSE R TAPCON: 3/16' 0 127 O.c.SAM z PE P LADEN THAN I I F�In®SOLw '- GONG FILLED - CABINET AROUND PIPE PIPE PAYieLi tIRDtCi1 EXP. BOLT: 1/z o 48' o.c TOP COURSE O U`wl DWI •5 METAL FRAME WALL J-BOLT: 1/2' O 48'. O.C. F BLOCKING BETWEEN STUDS D. o TAPCON: EXPANSION BOLTS: x - I RR LINTEL BEAM ` ; - SHEAR STRENGTH RAWLS �J REINFORCING U ULIAIL : ITV. tIAK IUY `` \� _ - - - $NEAR 57RENGTH X TEST REPORT i 150-20068/ . SEE HiIMUtT�R FLA2 REflAR [WANTTTY ' ANCHOR DIA ANCHOR EMBEDMENT L G10 W GHT HOLLOW BLOCI( NDUSTPROFER ES 1NCAL SERVICE SEE MFG. SPECS BIT SIZES & TECHNICAL p $ O' 3 i6" i-1/2' 846 EBS. L L 7/4' _ 1075 CBS- FOR INFORMATION Z S 4 1 aS I�AR HNTHNN FOOTI Ery ��- , I- CONCRETE � TION�PIl�N PRODUCT LOCATION �0 a�251* �31 LE ALLOWABLE -W a Q TANS LINTEL FILLED IN W 25' N1DL SRLE OVERLAP _ FOR SIM pFpjH( SHEAR E 1/1765 CBS.GENERALNOTES2. TI/Jt TYPI-CAL FOOT I NG DETAIL HnwL-Bar µYOUTED 2.5 : ',�/�q/RAVEL-Bar CONCRETE : 3• 1 S: 2537 IBS SE iTLAN fZfBAR - - GENERAL .. P.O.WX 407) 61661330'. AL.kL"f`M FL i72710 1 5ff PLAN - ` -- _ - - - UKMAS 1. ANDDtSM PE, 47819 -�,, Y L LIVE. LOADS- CHAIR BLOCK -' �� . .: ;; _.: . ,t: 5: .,ROOF 2 f FLOOF2s f STAIR V1 . ..::.:. . <.. ... ....:...... .. .... ... _.. . ...... ..... ........... .. . ..... .. ,.... . , .. -..: ..- _ ..... � ,...,: .., �K'e ... ..., - ....:... ...: SINGLE COURSE LINTEL- 3 4-1- 2 W WD. SPEED 00mph gust..... - CHAIR BLOCK UNDER FRAME 3. ALL UOW TO BE N ACCORDANCE UIT14 114E FB.G. 2001 CHAPTER 16. eAo"F`L� - CH 4. ONLY WRITTEN CHANGES APPROVED BY THE ENGNEER SMALL BE PERMITTED. '--. CEAW4TNL 'aaAe' �'" CONCRETE : W THE Mt fiM NLL®CRLS EAN BE f�MREO - BIf EPO)C( EROUDFC N 5 REBAR (SEE F3�(Y MATCH ROOF SLOfe 11F'1BEM Q caNr. au N,a L ALL WORK TO IT N STRICT ACCORDANCE UNTH THE AG 318 / 1 pRDPERITES AND SPECIFI ATIONS' C@C�`IVE ,� CHI 2. MIX DEBK44 CWTERI.4, �•J LNTl6D LPL OR EG"ALENT) DAD FOHID HEAN7 atoll i toe NAA3 Ew L AND INTO THE FOOTINE FOR ALL FILLED Cq 15 ALL CONCRETE TYPE I H - 28 tdD S SMALL G 60) T r' SHORN DN PLANS I3R NOT FILLED IN THE FIELD C SSNE STFitTIGTN • 28 DAYS SHALL HE E (U ZpM FOR .L U) SLABS AUND FOOTRJGB AND 3000 ei ELSEWHERE (UONJ. FiBVIDE 6' MINL B->BHT- AND 3/4`76 HOLE THIN ` L BOTH THE E1NO BEAM AND THE FORTING MASPEC1 EA4TER-CETENT RATIO B WEIGI4T FOLLOWS: A �o► '• �� 7 r soup Koar Twss _ SPECIFIED COMPRESSIVE ENTRAINED AIR TOP OF EOND BE \ � ��t.9lb `� FRAMINft � s STRENGTH (pet) CONCRETE CONCH D O 0 �'�a,.o„e CH INT IOR CHIMNEY 3000 CBS 0.46 Z v ` SLUMP -SLAB ON GRADE 5' ________ ___ ��9-SC ��\ OTHER 5' O a �1iOND BFIVIWv�-�\` ICD �NTERIOR CHIMNEY DETAILS CIRLORIDE�TN�JLL N as EDNr. SADDLE CRICKET �_ ` �` H SECTION THRU CHIMNEY 3. PROVIDE NORMAL UEKsHT AGGREGATES N G011PLIMICE WITH T1-IE REQUIRE TENTS t PRIDE 25 - CHIMNEY'TYP. DETAIL OF ASTM C 33. SPUCES (TYP) _ 4. FIBERMESN FOR SLAB TOBEAT A RATIO OF .TS LBSII'ARD. 04 od N.T.S. FOUNDATIONS NOTE IF A BLOCKED DIAP RAEA1 ZONE 15 CALLED FOR ON RDDF i. FOOtNG DESKaN BASED ON MINIMUM ALLOWABLE SOIL B�EARNG. PRESSURE OF 2000 pef. FILLED] CELL • L g• CNWI WALL--� N/.IL5FLAN FB�4'AOG F$L wELp� B AJ RYI�oD PANS ETL-EB F 2. IF FOOTING ELEVATION OCCURS M DISTURBED)NSTABLE OR LKWITABLE ` O0cED OtAPHRAEM ZDNE THE ENGINEER SHALL BE NOTIFIED AND NECE55ARY.ADJUSTMENTS BE MADE PER HIS INI5TRLICTIONS. r n1 •s VERTICAL fkl NAILS AT 4* Or- OR I'd NAM AT 6. OO.OR 3. PREPARATION OF THE SUBGRADE TO FOLLOW RECOMMENDATIONS AS OUTLINED O E016LIVN.FNf PZN TIC NAIL Ea1ALNEALT FNUEIATIC IN THE GEOTECHNICAL REPORT. SOIL, AT "'FORTED F1XFE6 MOD NAIL AT SEPPORIED EWEINNG S 4. STEPS WALL FOOTINGS SHALL NOT EXCEED A SLOPE z BLOCKING AND U' OG FIELD 4 .. AND o' Or- FIELD FOR FOR SHADED AREAS CF ROCF ? OTHER AREAS OF ROOF OF (1) VERDGAL TO (2) HORIZONTAL. EPDXY GROUT a5 REBAR - - .. - -_- _-- 5. CAUTION SHALL BE USED U4EN OPERATING VIBRATORY COMPACTION EQUIPMENT NEAR THE STRUCTURE. Z - A RISK OF DAMAGE TO E - 5 TO VOID THE R D XI RING S TURE E S TRJG Nm Ft V TIHG AND BOND _ _ _ _ _ _ R - mP❑ F FOOIE - O LINTEL W A 5 BA R - U Tns• osa BF.°•N1 W 6' MIN EMBED. / / - 2% SNDS JC^J ___ ��� b•.:.= -= MASONR`r O EVERY OTHER Q - Vaf 05B 9E 11l,C SNO . _ _ _ L DESK3L MATERIAL AND AND WOpO-fANSHIP SHALL BE N ACCORDANCE UA7H:THE AG! bTM DARD C�IIi SHOULD INSTALLED IN < a'-0• BUILDNG. CODE MQUIREMENTS FOR CONCRETE MASONRT" STRUCTURES ACI 530/ACI 5301 NOTE, EPDXY -_ - - 8" TO 10" SLUMP) - - W11H 3000 (CONCRETE.( SL P - FILLED SHALL BE GROUTED INDICATED TO BE LLED R 2 CELLS NDICA E STRICT ACCORDANCE 467H1 THE MAMIFACTURE •5 - - - - !� 2X P.T. W J-BOLT _ _ _ _ _ _ _ _ _ _ STE •ALL LOCATIONS. 1'4 T1ON• - - '- - - - 25' L FOR EL RROM-ENOA // T - - - - - - 3. PROVIDE AP . BOL • anea+mwTE - - - - - - - -- - - O 48' O.G SEE n ... ANCHORACE - - - �'0� .. -._ 4. ALL CELLS ADJACENT TO RNAR WALLS AND UNDER ERS, END OF SHE.CONCENTRA COTED LOADS MISSED FILLED CELL DETAIL SCHEDULE 4'-0:t.?::_ a ". SHALL CONTAIN VERTICAL REINFORCING AND SHALL BE FILLED WITH CONCRETE. nn, O OFILLED5C0NICTETE BLOCKS SHALL CONFORM TO ASTM C-50 (28 DAY STRENGTH 2O00 pat) (f%-ro0 pei)CF1L W/1, 5 BAR LAID M PoANNG BGND. .....: +6. MORTAR SHALL BE TYPE N.•1. ALL R£-BAFZS SHALL BE GRADE 40 lNLE85 LINO. • 4 IFLIFT FROM TRIES WWFACTU2'H2 9 OF HTSI6 -TRAPS 61r�.n1v NNK IOd NAILS TO PERT. IFxN sTTrwJ M R 9 iF 3W rAFEmLsmFllu IEACH+sTRAP) ' _- v 1 CMU TO EXTERIOR -EXTERIOR WAIL SHEATHING ROOF SHEATHING NAILING EFC WS RSN FRA CONNECTION NAILING PATTERN DETAIL PATERN DETAIL _ - L ALL WOOD IiZ+AN'i64C+ AND PRE-ENGINIEERED W70D TRUSSES SHALL BE DESIGNED. DETAILED. AND FABRICATED N ACGOImANK E LATH THE PROCEDURES AND REcu1REMENrb Ot)rurED N THE LATEST EDITION OF THE NATIONAL DESKaN SPEGFICATIONI6 FOR MOOD CONST@1GTIOII N�P� W �I #!j 4 1�-H60 2 l 4 IF AN WSTRAP 5 HIEf LACED - - s. IG11,11ED AND APPROVED B BUILDING VALUESALL DESIG04 SMALL BE 04 ACCORDANCE WITH ALLOUJABLE CALCULATIONS SKaNPROPERTSEALED Y IES 0 OR ��� T� PROFESSIONAL ENGNEER ARE TO BE SUBMITTED TO THE ENGNEER FOR APPROVAL. POIRIN' � THE LINTEL FEAM PF��TGINEEREDSHINGLES OVER A OVER A LICENSED AT.TOPCN11 HALL THEN A .: .. : ' .. - WOOD TRI55 ..,.i t . • „ 151 FELT OVER 7/16' O SB. PERhlANg74T BRIDGW. PERPENDICULAR TO THE SPAN OF THE TRUSSES SHALL BE PROVIDED AS B (}t T FTLr ovOi ,. ..,., ._.... .., *J:z 7�8' 0.5.8.:«a-ham.. ,;:.. h:SIMIWN M SG CAN BE 9HSTIMID^•4,...-_ : .. c 9.FEQUIRED HY- TH7E tPoU55 MANFACTURER 1R1SS MANtFAG1URER SHALL PROVIDE STATET'ENT THAT Fi)REACHMISCE�%A'STRAP(TYP.URWOOD TRUSSES WOOD TRUSSES STAPPED BOTTOM CHORD OF ROOF TRUSSES ARE BRACED DURING UPLIFT CONDITION. PLEASE o EACH MT516 STRAP FesINRTIE6 R-19 NSULSAPPED AS SHOWN ON TRUSS06 FOLLO" G THE ATTACHED TARE"AtNI FtASFN FOR DdES AS SHOWN ON LAYOUT -- 4. FOR STRJCTURAL LUMBER PROVIDE THE FOLLCWNY GRADE MAD SPECIE6_AC.CDIm1,G TO THE UPLIFT SHO N, FRONT "To SIT ON TRUSS LAYOUT S CDR. SOUTHERN PINE SURFACES DRY USED AT M MAX tt G GRADE NO2 OR SPRUCE PINE FIR 4 THE 71aFS MANFACTURER INSTALL ALL ad - iX2 P.T. OVER 1X8 R-19 IN • OR CONT. ALIRIX�ASOA (F` TAFTANS WITH t-1/7 MIN. �. �4 • • 1/2' DRYWALLCOR.OVBi 2X8 SOUTH GRADE NO]OVER ZX6 SUBFASCIA 6. PROVIDE GALVANIZED FETAL HANdGERS AND FRAYING ANCHORS OF THE SIZE !MIN TYPEOl!��OLtYwMlCCONT�w/ � DRYWALL W/ CONT. ALW. RECOMHE1 DED BY THE HAN FACTURER FOR EACF1U5E NCLUD9RCa RECOI?'@JDED NEA1L5 (HATCHES f s `` YIX2 FURRING VENTND-SOFFITCCT•AEGTG1i.4:OREC711NALENT) l tt d 1X2 fURRNVENTED SOFFIT OVER R-5 NAA.. LLp9{{ UNTR BEAM W N 95 COHT. CN11 HALL DYER R-S NSUlAI COARSE LINTEL W/ w/1 , S. BAR 6. ALL BOLTS USED FOR MOOD CONSTRUCTION SHALL BE A MMII'1f1 OF V2• DIM'ETER AND b' N 1 /5 BAR O TOP (( LENGTH (ASTM A-301) UATH MIN. 1 Vt' DIAM. UTASHER UNA. WINDOW UNIT W E�I) ,5 WNERI)6 fT OR GREATER ���2'' 5 AND LINTEL LINTEL SCREEN 1. PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACWGS SNOUN, OR F NOT SHOWN, COMPLY WITH Sa1P�H NTT5F 3-1i78E EST1 SLAB OVER I -MASONRY YU �0�1OR T3,/ 1/2 SLAB PRE BAST LMTTNG STUD HEIGHTS CHART. DO NOT SPLICE STRUCTURAL. MEMBERS BE11MEENE SUPPORTS- 6 MIL VAPOR BARRIER a ?w?/!1OM BAR O OVER 8 YIL VAPOR CON SILL 5{t ATTACH T/WCONS OVER TREATED COMPACTED FILL N CYU �^ FLOOR PLAN S vcn� O MASONRY CMUBIdCFl M I O BEAR S. THE STANDARD BUILDING CODE, LATDEST EDITION. TO Y WTH THE REGOMMENUED NAtLNG SCHEDULE FROM EVERY OTHER HOLE ,� COMPACTED FILL I O SHOWN COCA ONS ON FLOOR PLAN 9, ROOF SHEATHING- a�1T.egc w.. IQIE: TAPCONS SHOULD BE INSTALLED v : - + • - ' , F • . SEE OSB OR VF R HA N STRICT ASH OLD BE I WITH THE •:: � (_. - I • ADE SEE DRAU11NG5 FOR NAILING PATTERNS. slcslsaaao NTANIFALTI1RB25RRONl'BmATIDNs ` JJ•. �J VERIFICATION OF FIELD GONDITiONS APR O2 O4 L L CONTRACTOR SMALL VERIFY ALL FIELD CONDMONS AND DIMENSIONS RELATWE TO sheet 2 , 5 BARS 2 , 5 BARS THERE ARE ETU E CONFLICTS BEEN AIGTUAL HELD CONDITIONS AND DATA FREGENWED ON MISSED `A` STRAP DETAIL M SUCH CCNDITTONS SWILL BE CALLED TO THE ARCHUTEG7'8 ATTENTION AND NECESSARY Q AN WALL SECTION ® WINDOW - CMU MADE PER HIS NSTIRIr- NB. 8 WALL SECTION -CMU; 1 STORY; TYA ONE STORY: MONOLITHIC 2. FOR ANCHOR BOLTS USE 1NrtjES OR EQIAVALENr (A-36 OR A-30T STEEL 1 COURSE LINTEL -MONOLITHIC 3. PROVIDE 2X4 BLOCCRY ON ALL SIDES OF THE RIDGE VENTS WITH 8d NALS AT 4. ON K2IE HESE REQUIREMENTS APPLY 4� IIANDOU.V DOOR IArPFACTIIRER'S FASTENNG tETMoo IS NOT SPECIFIED. _PT D( BL�9 FOR LAM AND DOOI U SEI=:MNJFACTLORER4 INSTALLATION 2J ALLUMILOM.8HP1S MUSS BE FULL , UADTI4 OF SASW . -T 2X MXX6 FOR -WINDOWS AND DOORS U B49TALL 3/16' DIAMETER:8ELF. TAPPNG OCNC. ANQ40R8-EIGHT (a) 14CWES MAX. RaOT'IENDS AND 24. ON CENTER MAX-_z W) I V4'. MFK EMBED 04TO BLOCK.'' - - FASTEN WNDOODOOR TO PT BUCKS PER MMLFAGTLFERS INSTALLATION- - NSTFaicnorL4. IJ ALL Wn:>CW 814095 MUST BE FULL IVTDTH OF SASH TYPICAL BLOCK OPENING DETAIL (FOR PT BUCK FASTENMG AND 35 F'SF RATING) (II/20/03) BLOCKING REQUIRED: PROVIDE 2X4 BLOCKING IN THE FIRST THREE FRAMW3 SPACES AT 45" O.C. REMAINDER TO BE BLOCKED AT 96" O.G. OR RAT RUN. FASTENING: FASTEN FLOOR SHEATHING TO FRAMING W/ WITH 8d COMMONS OR 8d HOT DIPPED GALVANIZED NAILS AT THE FOLLOWING SPACING: 1) /o" ON CENTER AT ALL PANEL EDGE FFR hMING 2) I2" ON CENTER AT ALL INTERMEDIATE FRAMING FLOOR FRAMING (SHOWN o 24" O/G) L BLOCKING ® 48" O/C MAX. IN FIRST THREE FRAMING SPAGES 4 96" O.C. THEREFORE FLOOR BRAGING AT ENDWALLS MANUFACTURER GABLE TRUSS- SIMPSB4 A35 EE 3' -0' Q C. —� 2x4 SPRUCE OR BETTER - LATERAL BRACES 2 4'-0' 0. C. ATTACH (2) 16d TOENAILS - 2x4 DRYWALL NAILER 7/16' OSB OR 1/2' CDX STRAP TIPE 'D' (48' Q C.) IOd HAILS 2 4' D. C, _10d NAILS 2 4' Q C. 2x4 ,TE TYPICAL GABLE ATTACHHENT TO WOOD FRAMING END WALL 2x4 BLOCKING 2 4V U. C. 2x4 LEOG6R TO MATCH BOTTOM ' L' BRACE EJORD SLOPE OF SCISSOR TRIE6 � ATTACHED V/ LS ATTACH 7D WEB5 WITH CLUSTERS IO4'N0. C. (IF 0 IDd NAILS 2 4' Q C. TYP. GABLE TRUSS WEB B SECTION DOUBLE 'L' BRACE DETAIL SHEATHING 2x4 SPRUCE OR BETTER LATERAL BRACES 2 4'-0' D. C. ATTACH (2) 16d TOENAILS �10d NAILS 2 4' O. C. 2x6 P.T. SILL DOUBLE LINTEL 2 GABLE END 95 IN EACH COURSE 05 VERT. BAR (SEE PLAN FOR LOCATION) TYPICAL GABLE ATTACHMENT TO CONCRETE END WALL NOTE: THIS INSTALLATION IS IN ADDITION TO BRACING REQUIREMENTS OF TRUSS MANUFACTURER 1: MA,CM S= SPACiII No t• BRACE N Dca t• Z(4 0 2x4 t• BRACE 0 ZG t• BRACE 4'-5" 4'-5" - 8'-0« 8'-0" .24 O'-0" - 4'-0' - 4'-0" - 6v . 6'-�" - . - 17-8" GABLE END BRACING DETAIL HIND SPEED 100 MPH, MEAN HALL HEIGHT IP TO 311'-0" ROOF SHEATHING OVER TRU /SEE NAILING ZONES) BAC NAIL V (2) 16d NAILS •L' BRACE TO EXTEND AT LEAST SM OF WEB LENGTH (SEE TABLE) .. - 10 - PT. 2X6 OY VN DUYL •J' BOLTS • 2x4 PANEL BLOCKW4G • 48 Oi,:�. IB�� W(8XW CI7D. (TYPJ 4B• flV 6' MIN. EMBED. (TYPJ "L' BRACE tLST D(TEND AT LEAST OF 4� LEPGHf FFOR ROM E 4FJJD TYPICAL IFI1gSES Y TRASS Ya o ° ° _ ATTAC34M W) (2) Wd TOENAILS / GYP&M WALL BOARD ) / ° - F.T. 7X4 FILLER ° ✓CHD2n SLOPES (IF SSC"'^R TIRE! ATCH to.- 2x8 P.T. a ATTACH TO WEBS WDH CLUSTERS 2x4 BLOCKING 2 48' a C A S E C T I O N OF (2) IOd NAILS ///— 'L' BRACE ° BOLA MAX. � ° I� / ATTACHED 13. C WTYP I CAMLIAILS - - DETAIL: TYPICAL JAMB FASTENING OVERHEAD GARAGE DOOR GABLE TRUSS WEB SECTI❑N SINGL 'L' BRACE DETAIL I I I T/16" OSB OR I/2' ODX I 2.4 DIAL. BRACE - 48' O.G. U1/ (4) I0d NAILS • EA END • FIRST TWO BAYS f I GABLE TRU55 i I0d NAILS • 4. OOC DOUBLE LNIEL GABLE END...- W) (U 9 N EACH COURSE V2• X B UEDGE - 4: 4 ANCHORS 32' O/C N 9. vERT. BAR (SEE FOUNDATIOH PLAN FOR EXAOT LOCATION) - //p/�)�pg�" �(/'�Q/w�B Arc slsmoo /1 tI 1IC ■D E sheet ENGINEERING Afp 1J R 0 / (407) 774-9003 FAX-(4°7) 774-"77 9 P.O. BOX 161613 ALTAMONfE SPRINTS, FL 37716 THOMIS d ANDERSON PE/ 47819 ..L.