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Home My WebLink About138 Bristol Forest Trl - BR04-00329 - SFRPERMIT ADDRESS PHONE NUMBER MR j -M-1,N 7- , Centex Homes 385 Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 407-661-2176 CCC 049689 PROPERTY OWNER PHONE DUMBER ELECTRICAL CONTRACTOR PLUMBING CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE I rd Permit # : 09 ' , 1 -2,,Q Job Address: V3>% c CITY OF SANFORD PERMIT APPLICATION Date: Description of Work: 'Qfat"l 6'EG'YYl Historic District: Zoning: Value of Work: S Permit Type: Building V**" 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 # ofGas 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 far „t ,,!- >-»n x) Parcel #: 1 'T' 3 Oo'A' © C' o0 C) a;kQ O (Attach Proof of Ownershi & Legal Description) VA Owners Name & address: \A r+, e Sean i - L sam 'C- v)s esij—ZPhone: Contractor Name_& Address: 1- 1 `J 6jr- vV-ck ` L 3 a, to a "Ti!n e See 5(PD 3 0 Phone & Fax: qn--6 —W `t nt t son: 1 P[ hone: /,97'2;2-61 qq Bonding Company: Address: N ---- Mortgage Lender: Address: ii+ ji t 2Q/ — 7 Architecti( Engineer: eTlrl l'S' Photie:32te 74 1/.1.___ Address: V • P fi `l3 8 + GxJI-. f MVJIN%3 G!E Far: -- Application is hereby made to obtain a permit to do the work and install ti rt as n¢icated.Ver2ip[th t no work or installation has commenced -nor to he issuance of a permit and that all work will be performed to meet standar s of aYla`s'regulattng 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 law; reguiaii: g construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAY N!" 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 uunus of Florida Lien Law FS 111, ikPriSignature VOwner/ Agent Date Signature of Contractor/Agen Dace ft 2twner/ Agent's Name rint Contractor/Agent' me t1i 1 Ll— Jk&A, 4— S It Si natureofNotary -State of Flori Date Signature of No ry-State of Florida Da:e ke-r tC • LL: Owner/ Agent is _ Personally Known to Me or Contractor/Agent is V Personally Known to Me or = auurrrr NCProduced ID U _Produced ID J M- 4py,, . 2PP lC: fION APPIWVED BY: Bldg: i13,Jf/' Lontne: Utilities: FD: uux•u ( Initial & Date) (Initial & Date) (Initial & Date) 11::aI & D Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL Back ? a a* Sendaek Count, Mrrt I w 101 B. Mrst Sf. saeford F1.32771 d117fi6S75116 i. 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market S3-SANFORD Parcel Id: 0000- 220 Tax District: WATERFRONT000-020 Number of Buildings: 0 REDVDST Depreciated Bldg Value: $0 Owner: SEAVER Exemptions: Depreciated EXFT Value: $0 MYRTLE G Land Value (Market): $26,000 Address: 138 BRISTOL FOREST TRL Land Value Ag: $0 CIty,State,ZipCode: SANFORD FL 32771 Just/Market Value: $26,000 Property Address: 138 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 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vacllmp 2003 Tax Bill Amount: $285 WARRANTY DEED 03/2004 05234 1457 $176,700 Improved 2003 Taxable Value: $13,680 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 22 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 purposes. Ifyou recent!y purchased a homesteaded property your next ear's property tax will be based on JustlMarket value. http://www.scpafl.org/pls/web/re_web.seminole county_title?parcel=22193050200000220... 4/12/2004 I lii; inSliuiiirnl luCj):11 •(I I+)': Itichard I Zapf 2867 Stonewall Place ) a 117 Sanford, F132773 I'ennit No. STATE OF FLOIUDASEMiNOLE COUNTY OF: MARYANNE MI]RSE, CLERK OF C1RCUIT CWRT SEMINOLE COLWYBK05-264 FIG 1532 CLERK'S # 200405 212 RECORDED 04/14/PH RECt]RDING FEES 6- W RECI]RDFD BY L McKinley Tax Folio No. 22-19-30-502-0000-0220 NOTICE OF COMMENCEMENT TI IE UNDE1610NED hereby gives notice that improventetlts will be made to certain rent property, and inaccordancewithChapter713, Florida Statutes, the following information is provided in this Notice of Cwnniencement . i . l)escriptlun of properly: (legal dnescriptioof properly, and street uddress if nvnllnhlc) LOT 22 PRESERVE AT LAKE MONROE PB 62 PGS 12 - 15 2. General description of Improvement - SCREEN ROOM 3. Owner information: a. Name and address - MYRTLE SEAVER 138 BRISTOL FOREST TRAIL SANFORD, FI 32771 b. Interest in properly- c. Nwne and address of fee simple titleholder (if other than owner): 4. Contractor: Exterior Homesavers, Inc. V2867 Stonewall Ylace)tt- 117 ' Sanford, FI 32773 407-322- 6149 SCC 056734 5. Surety a. Name and address- b. Amount of bond $_ Lender: (mmne and address) it 7. persons within the Stale of Florida designated by Owner upon whom notices or other documents may be served as rovided by Section 713.13(1)(a)7., Florida Stntutes: (prune and address) In addition to himself, Owner designates the following person(s) to receive tt copy of the Uenors I4"cc r;s rovided in Section 713.13(I)(b), Florida Statutes: (name and address) Expiration date of notice of commencement (the egiNali ndate is I year from the date of recording unless a ifferent date is succified) o worn toanosubscribedbeforema : l his -, clay of, (vu.Q ,200 (Sig utturc of Otvner) 3 Owner' s Nalne Address oinrys Name } ha r P $ Wary's Commission Exl)irics: J'gn r-(-) PLAT OF -SURVEY SURVEY DESCRIPTION: (.AS FURNISHED) LOT 22, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). I• 30• GRAPHC SCALE 0 15 30 LOT 27 PERMIT #,Oq t) ii i i LOT 26 i OFFILM COPY 11I CERTIFIED TO AND FOR THE U EXCLUSIVE USE OF: COMMERCE TITLE COMPANY o COMMERCE TITLE INSURANCE COMPANY ' CTX MORTGAGE COMPANY, lLC ANs REVArl$IIkFrr% LOT 23 MdiIOF ++ 11.rW.as LOT 22 10.215 SO.FT.t JO r' A, OJ / r lfr.?0 d 4' L 0 T 21QONESTORYJo• CONCRETE BLOCK 2 F r0 RE IOENCE c aP. C- J0. '9 Q FINISH FL" 4r - ZlELEVI.TION-1389 LEGENDa FND 1/2• IRON ROD AND CAP PI \ LB 168 (02/06/04) IV lir"S i'' ..: i:;+•9* COVERED L .D1!/ Q FND NAIL AND DISC f r "'-' •' "1. h ,, J+• ENTRY ?r LB 168 (02/06/04) Tf "' Op (^ li FND 1/2Aj IRON ROD AND CAP J' " iy n.',J ® LB ,/G393 (02/06/04) J O•GA,..,,.-•!.': J• (J CNA CORNER NOT ACCESSIBLE DENOTES DELTA ANGLEfSj• "'*; DENOTES ARC LENGTH Cf eJ • ',(`" `rfy` J C.B. DENOTES CHORD BEARING fR! J•; 4T O• PC DENOTES POINT OF CURVATURE T,f PI DENOTES PANT OF IN IERSECTION 1j PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICALS f' , 9 A/C AIR CONDITIONER O g DO CBW CONCRETE BLOCK WALL RP RADIUS UT 1- 3 Ol I,I- DIN OVERHEAD UTILITY LINE S ID IDENTIFICATION POL POINT ON LINE to. y„a ` \ PCC POINT OF COMPOUND CURVE 0• qi 6 y", ` — - - — BUILDING SETBACK LINENOTEcyr S JJ• \ \ \ — CENTERLINE 1. ALL DIRECTIONS AND DISTANCES HAVE RIGHT OF WAY LINE BEEN FIELD VERIFIED AND ANY } % EXISTING ELEVATION NCONSISTENCIES HAVE BEEN NOTED ON THE '9 J•5SURVEY, IF ANY. sJ CONCRETE J LB LAND SURVEYING BUSINESS 2. PROPERTY CORNERS SHOWN HEREON WERE \ LS LAND SURVEYOR SET/FOUND ON 02-6-04, UNLESS OTHERWISE PRM PERMANENT REFERENCE MONUMENT SHOWN. PCP PERMANENT CONTROL POINT jJ P) PER PLAT RED 3. THE SURVEYOR HAS NOT ABSTRACTED THE FND FOUND CONCRETE WALKANDSHOWNHEREONFOREASEMENTS, RIGHT OF S/W SIDEWALK NAY, RESTRICTIONS OF RECORD WHICH MAY PT Ch CONCRETE PAD 4FFECT THE TITLE OR USE OF THE LAND. CS CONCRETE SLABCCHORDLENGTH 5. NOT VALID WITF'OUT THE SIGNATURE AND THE PK PARKER KALON I. NO UNDERGROUND IMPROVEMENTS HAVE BEEN ORIGINAL RAISED SEAL OF A FLORIDA LICENSED ROC RADIUS OCATED EXCEPT AS SHOWN. SURVEYOR AND MAPPER, PPOINT OF CURVE HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL JO 120294 0035 E DATED 4/17/95 AND FOUND HE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, 1REA OUTSIDE 100 YEAR FLOOD PLANE LEVABONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY IERTICAL CONTROL AS FURNISHED. EARINGS SHOWN HEREON ARE BASED ON I TESOUTHERLYLINEOFLOT22IEING N 54.23.11- W PER PLAT. FIELD DATE:) I1-19-03 CKB SCALE: I" = 30 FEET APPROVED BY: SJ JOB NO. ASM39636 DRAWN BY: REVISED: FINAL 02-6-04 CKB IORMBOARD 11-28-03 CKB PLOT PLAN 10-8-03 JML OT FIT JAN. 2003 CKB AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801 ( 4,1-') 426-'979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOT CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORI BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61C17- 6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA I3_( Y+ FOR r. THE LIAM R. MUICATELLO JR. PSM#4928 DA t 2 6a f y SPAT' z-e- o cif 14 16" SF,AV F 2, r 1 1 dnJ 1 J I SECTION 3 I SCREEN, t CRYLIC / VINYL, GLASS & MODULA ROOMS EDGE BEAM TABLES: SCREEN &VINYL ROOMS: 3.1.1, 3.1.2 GLASS ROOMS: LW` FOR (PARTIALLY ENCLOSED) 3.2.1, 2.2MAX.' H• UPRIGHT / (ENCLOSED) 3.3.1, 3.3.2, 3.3.3 HEIGHT (h) V x 2" VARIES MIN. 3-1/2" SLAB ON GRADE OR RAISED FOOTING TYPICAL GLASS ROOM WITH SOLID ROOF (FOR FOOTINGS SEE DETAILS TYPICAL FRONT VIEW FRAMING PAGE 3-23, 24, 25) HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) LW LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION P/2' P/2' @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS-' (SEE SECTION 7 FOR DETAILS) SEE TABLES) w O.H. SOLID ROOF x NO MAXIMUM / / w ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH NOTES: 'P' VARIES 1_ANCHOR V x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2•-0- O.C. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL WI #10 x 2-1/2' S.M.S. W/ WASHERS OR #10 x 2-1/2' WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2-SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3.SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLE 3.1.3 AND GLASS ROOM FOURTH WALL BEAMS FROM TABLE 3.1.5 USING P/2 4.ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WINO ZONES USE THE FOLLOWING CONVERSION: 1100-1231 130 1 140 1 150 8 #10 PICAL SCREEN / qLASS ROOM S E: 3/ = 1'-0" Lawrence E. Bennett, P.E. CrVk ENGINEER • OEVFIOOMENrCONSUL rANr P 0 BOX 2143". SOUrN OAYTONA, FL 32121 rlLEPNONE ( 386) 7B1a774 PAX ( 306) 7474356 IPACiG 3.2 I ® NO rfO dE AEPA OUCEO tN WNOLE OR N O,R r WIrMOUr rME wR1REN PERMISSION Of LAWRENCE E. BHNNErr. P.E. I SECTION 3 I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROW LOCK INTO FIRST COURSE, OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NOW STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND 1) 1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4 (NOMINAL) PATIO CONCRETE SLAB W/ 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE 1) #5 0 BARS W/ 3" COVER TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = 1'-0" 2'-0" MIN. 3-1/2" EFORE SLOPE I ALL S TYPE FLAT SLOPE / NO FOOTING NOTES: 0-2"/ 12" 1) #5 BAR CONT. TYPE II . MODERATE SLOPE FOOTING 2" / 12" - V-10" 4" MIN. (2) #5 BAR CONT. e d. s ee x a 4; 04 I — I — — I 1=1 I d 12" TYPE — k TYPE III STEEP SLOPE FOOTING V-10" THE FOUNDATIONS SHOW E BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500 PSF. BEARI CITY SHALL BE VERIFIED, PRIOR TO PLACING THE SLAB, BY FIELD SOIL ST OR A SOIL TE G LAB. 2. T TION SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE. 3. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PROJECTION FROM THE HOST STRUCTURE EXCEEDS 16' THEN A TYPE II FOOTING IS REQUIRED. SLABS SHALL BE A MINIMUM OF 3-1/2" (4" NOMINAL) THICK. 4. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTIONS REQUIRED BY LOCAL CODE, LOCAL CODE GOVERNS. SEE ADDITIONAL DETAIL FOR STRUCTURES LOCATED IN ORANGE COUNTY, FL) 6. IF A CARRIER BEAM OR FOURTH WALL FRAME IS REQUIRED USE A TYPE II FOOTING MINIMUM. SLAB -FOOTING DETAILS SCALE: 3/4" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 I PAGE COPYRIGHT 3_24 I © NOT TO BBE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I k F- SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS COMPOSITE ROOF PANELS: 4)1/4" x 4" LAG BOLTS W/ 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL SCALE: 3 = l'-0" SECTION 3 PANELS ATTACHED ER 7 HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. CML ENOWEER - DEVELOPMENT CONSULTANT P.O. BOX 214300. SOUTH DAYTONA FL 32121 TELEPHONE (306) 707-4774 FAX (300) 7ST46H G COPYRIGHT 2W3 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT• P.E. 3-17 SECTION 7 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTINCl/1'RUSS OR RAFTER 10 x -1/2" S.M.S. OR WOOD 000 CREW (2) PER RAFTER OR TRUSS TAIL 0 X 3/4" S.M.S. OR WOOD S REW SPACED r@. 12" O.C. EXISTIN CST STR RE WOOD FRAM ASONRY O OTHER CONS FOR MASONRY USE 1/4' x 1-1/4' MASONRY NCHOR OR EQUAL CJr 24' O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCRE`NS r@ 12" O.C. 8 x 1/2" S.M`. SPACED @ 8" O.C. BO SIDES ROOF PANEL / e EXISTING ASCIA ROOF PANEL TO FASCIA DETAIL SCALE: 3" = V-0" 8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES za a ROOF PANEL ROOF PANEVTOVALL DETAIL ALE: 3" = 0" NOTES: WOOD STRUCTURES SHOUL ONNECT TO TRUSS UTTS OR THE SUB -FASCIA FRAMING WHERE POSSISL - ONLY. 15% OF SCREWS N BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE 0 UBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1=1/4' WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH'Y. THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. Lawrence E. Bennett, P.E. Crvit ENGNEEA - cv4noPMlN T CCN3tl rA v r 00 Sox:u:SS. $CUT 1QArTCiNA.0L 32'2' HL_G-C.140-:sea1 -e»n, I 7-1 I : ,- sir_ • • ;- '.e Vol SCREEN, ACRYLIC 1 VINYL, GLASS & MODULAR ROOMS SECTION 3 Table 3.1.5 Allowable Upright Heights, Chair Rail Spans or Header Spans For Screen Rooms or Vinyl Rooms Aluminum Alloy 6063 T-6 n ----_J ---:_J -.ncinn Aacinn Innrl of 11 $/SF Sections Tributary LpadIffldlIh 'W' = Purlin Spacing 3`-0"' 3'-0" 1 4'-0" 1 4'•6" k W-& 5'-0" 6'-0" 1 6'-0" 1 7'-0" 7'•6" kHoMrable Hei ending b' or deflection d' 2" x 2" x 0.044" Hollow 9'-5" bi 8'-9" b 8'-2" bi T-8" LIU 7'-4" 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 5' -RWOW 10'-3" b 1 9'-6" b 8'-11" b 8'-5" b b T-7" b 7'-3" b 6'-11" b 6'-9" b 6'-6" b 11'-3" b 10' 5" b 9'-9- b 9'-3" 8'-4" b T-11" b 7'-8" b T-5' b T-2' b 70" Hollow 12'-9" di 12'-2" d 11'-7' d 10'-11" b b T-11- b 9'-6" b 9'-2" b 8'-10' b 8'-6- b 2" x 3" x 0.045" Hollow 12'-9" bl 11'-9" b 11'-0" b 10'-5" b 9'-10" b 9'-5" bI 8'-11" b 8'-8" b 8'-4" b 8'-1" b 2" x 4" x 0.050" Hollow 16'-3" bl 15'-1" b 14'-1" b 13'-3" b 12'-7" b 12'-0' bi 11'-6" b 11'-0" b 10'-8' b 10'-3" b 2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10" bi 20'-5" b 19'-3" b 18'-3" b 17'-5" bi 16'-8" b 16-0" b 15'-5" b 14'-11" b 2" x 6" x 0.050" S.M.B. 26'-1" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 17'-1" b 16'-6" b 2" x 2" x 0.044" Snap 11'-3" b 10'-5" b 9'-9- b 9'-2" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'-4" b 771" b 2" x 3" x 0.045" Snap 14'-4" b 13'-4" b 12'-5" b 11'-9" b 11'-2" b 10'-7" b 10'-2' b 9'-9" b 9'-5" b 9'-1" b 2" x 4" x-0:043" - Snap 17'-7' b 16-3" --b T5 3"- 14'4" 'b 137' 0 12'--11" b 12'=5" 11'-11" 11 6' b 11-'" b Notes: 1. Above -spans -do -Trot include length -of -knee brace. Add -horizontal distance from upright to center_of.brace to beam connection to the above spans for total beam spans 2. Spans may be interpolated. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX 214568, SOUTH DAYTONA, FL 32121 TELEPHONE ( 386) 767-4774 FAX ( 386) 767-6556 I PAGE I COPYRIGHT2003NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 3.39 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 138 BRISTOL FOREST TR for which permit 04-00000329 has heretofore been issued on 11/12/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as 5;,rg e, ,, eeS7,kVLm complies with all the building, plumbing, electri 1, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL DATE APPROVAL BUILDING: FIRE: Finaled ?il Inspected ZONING: Inspected UTILITIES: Water j ' Sewer Lines In b_j Hcr Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs 2jeaQ, 5;,,.,w-y/ Lights Storm 7 Sewer Driveway Street Work FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 11/25/03 10.00 01-APPLCTN FEE -BUILDING 11/13/03 10.00 01-APPLCTN FEE -MECHANIC 12/23/03 10.00 01-APPLCTN FEE -PLUMBING 11/24/03 10.00 02-ENGNG DEVLPMT FEES 11/13/03 10.00 01-FIRE IMPACT - RESIDENT 11/13/03 59.27 01-LIBRARY IMPACT FEE 11/13/03 54.00 01-OPEN SPACE 11/13/03 279.61 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 138 BRISTOL FOREST TR - for which permit 04-00000329 has heretofore been issued on 11/12/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 11/13/03 91.93 11/13/03 11.90 11/13/03 847.00 11/13/03 11.91 11/13/03 1384.00 11/13/03 650.00 11/13/03 1700.00 ot'ie' tkm'-05' (n Coria 9 IN OWNER BU=ING OFFICIAL / DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: \_2D CONTRACTOR: PHONE #: ( yoI,z The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. 0. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Xngineerin 3 4- OFire r"" f Public Works OZoning r Utilities Licensing n P CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) I I I I 1 T t I I I I I I I I i 1 CERTIFCATE OF OCCUPANC'I REQUEST FOR FINAL INSPECTIQ 3 I I it SINGLE FAMILY RESIDENCE***f= I I I I I. DATE: - i1 _1 s °' A. PERMIT #: a r u s N I 1Q` 1 E.. W o O I c l A O I ADDRESS: !t) C) u LA ` CONTRACTOR: W PHONE #: ( L\C i1 y The building division has prepared a Certificate of Occupancy for the above location and is ,requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Drublic Works tilities CONDITIONS: (TO BE COMPL Fire E lZoning1'1 0 Licensing n N ONWY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on pages 1- 7. O.M.B. No. 3067-0077 Expires December 31, 200° SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number CENTEX BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 138 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 22, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, 9 necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): 90 - ##' - ##.#N' or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. CUUNIY NAME tts. Z li H It SEMINOLE COUNTY 120294 SEMINOLE FLORIDA. B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRMINDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 1202940035 E 4/17195 4117)95 X NIA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile ® FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used forthe BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction" ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed -see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVU29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor (including basement or endosure) 13. 9 ft.(m) o b) Top of next higher floor N/A. _ft.(m) W o c) Bottom of lowest horizontal structural member (V zones only) WA. iL(m) 00 o d) Attached garage (top of slab) 13. 5ft.(m) E0 o e) lowest elevation of machinery and/or equipment w m servicing the building (Describe in a Comments area) 13.4 ft.(m) E ro=` O o f) Lowest adjacent (finished) grade (LAG) 12.7ft.(m) m o g) Highest adjacent (finished) grade (HAG) 13. 1 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 D o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R MUSCATELLO, JR LICENSE NUMBER:4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS }} ff CITY STATE ZIP CODE. 320 E. SOUTIiSTREEhATE.18) 11 I A h ORLANDO FL 32803 SIGNATURE DATE TELEPHONEAI .a;mi1'' 219/04 (407) 426.7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: Inthese spaces, copy the corresponding information from Section A For Insuranoe Company BUILDING STREET ADDRESS (including Apt, Unit, Suihe, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Porwy Number 138 BRISTOL FOREST TRAIL CITY STATE ZIP CODE Company NAIC Number SANFORD FL - 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. Ifthe Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of thebottom floor (including basement orenclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade, (Use natural grade, if available). E3. ForBuilding Diagrams 6-8with openings (seepage 7), the next higher flooror elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment seMdng the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top ofthe 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 ofmy knoWtedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE . OF CODE SIGNATURE DATE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community'sfloodplain management ordinance can complete Sections A, B, C (or E), and G ofthis.Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architectwho is authorized by state orlocal law to certify elevation information. (Indicate the source anddate of the elevation data in the Comments area below.) G2. Acommunity official completed Section E for a building located in Zone A (without a FEMA-issued orcommunity4ssued BFE) orZone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation ofas -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions I PLAT OF - SURVEY DESCRIPTION: (AS FURNISHED) LOT 22, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). 1"=30' GRAPHIC SCALE O 15 30 CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC M 1 pyrF4'!/ jj TgYa1i `jS00 1L7g R LOT 27 i i LOT 26 LOT w 23 LOT 22 10,215 SO.FT.J: S°. Py4 i 4, / A J p. CS:;. v O h C<j0 o yam. ONE STORY SO• CONCRETE BLOCK RESIDENCE y s4 V FINISH FLOOR 4P 12.4 ELEVATION=13.89 o ` o COVERED ENTRY Q2P vJ V SFMFyr . Sp• Ry S 06 0 . NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE pFrygST BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 02-6-04, 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. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE OF LOT 22 BEING N 54'23'11" W PER PLAT. FIELD DATE:) 11-19-03 CKB REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ FINAL 02-6-04 CKB ORMBOARD I1-28-03 CKB PLOT PLAN 10-8-03 JML OT FIT JAN. 2003 CKB 2 IPT 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 11I o I LOT 21 LEGEND OFND 1/2"IRON ROD AND CAP LB #68 (02/06/04) QFND NAIL AND DISC LB #68 (02/06/04) 0FND 1/2" IRON ROD AND CAP LB #6393 (02/06/04) CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE 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 POINTOFTANGENCY 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 BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/ W CONCRETE WALK - S/ W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH . PK PARKER KALON R RADIUS POC POINT OF CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTE CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17- 6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA t 10-0+ JOB NO. ASM39636 DRAWN BY: AM R. MUICATELLO JR. FOR eA THE Job Address: /av Description of YYorl<: Historic District: CITY OF SANVORD PEffil rr APPLICATjOjN Date: a y z '1_; Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing. Fire Sprinkler/Alann Electrical: New Service — # of PS Addition/Alteration Change of Service Tempot ry Pale _ Mechanical! Residential Non -Residential Replacement New (Duet Layout & Energy C'al&. Required.) Plumbing/ New Commercial: # of Fixtures V of Water R Sewer Lines # of Cras Lines Piumbing/New Residential: #,t of W r Closets Plumbing Repair— Residential or Cornrrlercial' _ Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: #.t of Dwelling Units: Flood Zone: (FEMA form required f6 r c,;tfi<.rcltaaa y Parcel #: Owners Name & Address: Contractor Name &' Address: Phone & Fax: Bonding Company: Address Mortgage Lender: . Address: Architect/Engineer Attach Proof of Ownership At Legal Description) Phone: License Nit nibeJ01 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 comn'ienced prior LO 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 lzwc re:j?;i}atin'gconstructionandZoning. WARNING TO OWNER' YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT 174 Y,()1'm l'/t vu-116TWICEFORIMPROVEMENTSTOYOURPROPERTY. 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 agencie , nr fcdera.i agencies. Acceptance of permit is verification that I will notify the owner of the property of the req Signature ofOwner/Agent Print Owner/Agent's Name Signature of Notary -State of Flonda Owner/Agent is Produced ID Personal], Kno cn to Me or APPLICA1ION APPROVED BY: Bldg: Initial & Date) cc Condiiions: Date Agent for .ARent's Name Date' Date Signatureof %o_ry-State of Flonda Date Coniracior/ ALe-.: i5 t I'ersonalf ' Known to Me or Producec Zoning Ls:.'::es: FD: Initial & Date) rr Initial & Date) {] (Itia p Fi r...`r. H1rfY W.1,R iSSIDNI l DD 212893 EXPIRES: June 14, 2007 F ;: ' ' Banded Thru Notary Public Undenvri!ers CITY OF SANFORD PERMIT APPLICATION Permit # : u I '+,5 L % Job Address: l3C5 SrlSifOl FO Description of Work: Historic District: Zoning: Value of Work: Date: ll( ^ 03 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets .2- Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # ofStories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: l C' CL / C7Me_5 Contractor Name & Address: t'r K 1 oAd V iyvl L 6yO 7 L S T / tJ V Cu!`O S5 .T-- ` State License Number: C VC O g776 OR y Phone &Fax: a 2J / O `ontact Person: L[ Phone: G 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 ermit is verification that I notiifyner of the property of the requirements of Florida Lien Law, FS 713. C. Signature ofO uer gent c(ili—vCP4 _Date Signatur%f Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name i ignaiure 4V Nt4ty-State o W&hM. JOI ION I Date @ alv CCQ?tP48 Ow r/Agent is _.Person ly Know to Me pr' roduced IDt (`' G APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Signature of Notary -State of Florida Date 3- 2-, I, Contractor/Agent is _ Personally Known to Me or Produced ID Zoning: Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) POWER OF ATTORNEY Date: l l —2 t7 `o3 I, EC(W-px 'c( F V_CC`gfGtjtA_ , do hereby authorize FJ c prJ A, Kj`rK oVAA_ to pull the P J(AMbr'L,j permit for ` g s ( F66'C S+ kcal'` type of permit address Signature T. S. SLONES MY COMMISSION # DD 152189 EXPIRES: November 3o, 2006dBondedmn, Notary Pubic LW&wrkm otary l-y knownfor drivers license # S tatcoFlort a, County of 0X ff s on day of D . f 20043, 5-06-203 12:52PM FROM Permit Job Address: Description of Work: Historic District; Zoalag P. I CCTV OF SANFORD PERMIT APPLICATION Date: 1 dC)l Value of Work: S Permit Type: Building Electrical X Mechanical Plumbing ,_ Fire Sprinkler/Alarm pogl Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temport y Pole Mechanical: Itesideatial Non -Residential Replacement New (Duct Layout & 5nergy tr'LI Required) Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines # of Gas Lines Plumbinoew Residential: # of Water Closets Plumbing Repair- Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyke: # of Stories: of Dwelling Units: — — Flood 'Lone: (FEMA form required for erect t tan Jc) Parcel if: Artach Prooro(Ownership & L.egpl Description) O-GvrsName &Address: Centex Homes 385 Douglas Ave. Suite 2000 Al tamnnte Springs, FL 32714 Phone. 407-661-2150 Coocc; ccor Name & Address; Approved Electric Co. of Florida 4874 S. Orange Ave. Orlando FL 32806 State License Number: EC0002494 Phone Fax: Fax 4n7-851-122'6 ContactPerson4ohn Findlay Phone: 407-851-1.220 Ilondiuo Company: Iort, agc Lender: A df:6s AroiLtcuEngincer. Phone: Aaaros. hnx: Applieanon is hacby trade to obtain a pcnrtit to do the work and installations as in I certify that no work or installanon has commenced prig, ;, ,,c iss,uncc o(a permit and that all work will be performed to meet standards of all laws regulating oonstruction in this jurisdiction. I understand that a separdtc perriiitmustbesecuredforELECTRICALWORK; PLUMBING. SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS. TANKS, and AIR70NDITIONERS, ctc. 0' A M- DAVtT: I unify that all ofthc foregoing information is accurate and that all wot•k will be done in eomplianec with all applicable fu,-• : t cr 41annF, corutrurdonandzoning. WARNING TO OWNER:.YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY k&SUI:I' tN ,( t.i LI P, i ! NC, TWICEFORDXPROVBMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A1704WEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTIC' F: In addition to the r•equiranentsof this permit, there may be addirional restrictions applicable to this property that may be found in the public records o; hiscuunry, and there may be additional permits required from other governmental entities such as water management districts, slate ugencics, or fcdci;,l urcncicz, Acctpancc of permit is verification that 1-11 notity the uwner of the prorxny of the requirumen Signature Of Owner/Agent inl Owner/Agcnr's Name Date S; nature Of Notary-Sutc of Florida— Datc Qwner/ ALcnt is _ Personal!, Kno„ri to Me or t' rnduc d IU iL V• 10, N Al'PROVEU OY: Illdb:. Initial &. I.)ate . wee of Contractor%Agent Uaec Charles Cannon pri t Connraetor agent's Name ignaturO of Nola y•$tatc OP FlondL v to ems Contractor/Ac:-Pcrsunoi;,Known sp" s t °°Oar PATRICIA A. KADLAC o h o MY COMMISSION# DD013206 EXPIRES: March28,2005 14f& 6Iw OTARY FL Notary SeMco a tiortd rig, Inc. Initial Ualc) (Intual K' Jalcl (liNtl ( Uu,; COUNTY 8F SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75649 DATE: 2e' it TWIT - APPLICANT NAME LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROAD3 ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 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 $ 2,205.00 STATEMENT ' RECEIVED BY:: SIGNATU ILEASE PRINT NAME) DATE:// 7'``T'`~----- 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 ``BUILDINB PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING CITY OF SANFORD PERMIT APPLICA"rION Permit # : dA- 2) 1 _ - /J_ rl 17 Dale: Job Address: 4 2L? Q,(/f—C lI.d/it" Description of Work: CONSTRUCT CONCRETE BLOCK SING FAMILY DWELLING 00 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 Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of r Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: 69or 3OConstruction Type: # of Stories: J— # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel#: 22-19-30-502-0000— (Q Aj2 0 (Attach Proof of Ownership& Legal Description) Owners Name & Address: CENTEX HOMES, 385 DOUGLAS AVE., STE . #2000 , ALTAMONTE SPGS . , FL 32714 Phone: 407-661-2176 Contractor Name&Address: PATRICK J. KNIGHT/CENTER HOMES (SAME AS ABOVE) state License Number: CG C049689 Phone& Fax: 407-661-2176/661-4089 Contact Person: JACKIE CAINES Phone: 407-467-2643 Bonding Company: NA Address: Mortgage Lender: Address: Architect/ Engineer: HURRICANE ENGINEERING Phone: 407-774-9003 Address: P 0 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 Florida Law, FS 713. Signature of Owner/Agent Date Signature of C a gent Qate2003 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 AITROVFD BY: Bldg F 0_'LT_13 _ Zoning: Initial & Date) Pri " t'Contractor/Agent 's me 2003 nature of Notary St [e Florida "='"?"Date FirTf + 5 ;; to Bond a Contractor/.Agent s— X X—PcrsonalIy,K iow'n'to lvle"or noProduced ID Utilities: _ FD: Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: s` ga•(--oa City of Sanford Building Division S Submittal Requirements for Residential Building Permit 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). 2. Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls_ Provide side view details of these footers with reinforcement bar replacement. b_ Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs, bathroom fixtures, and distances from walls. "The State of Florida requires bathroom compliance with Florida Accessibility Code. C. An elevation of all exterior walls - east, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections. e. Framing plan for floor joists where conventionally framed. Plan is to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses- 9- Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h_ Square footage table showing footages: 1. Garages/Carports sq_ ft. 2. Porches/Entries sq. ft. 3. Patio(s) sq. ft. 4. Conditioned Structure sq. ft. i. Total Gross Area sq. ft. 3. Three (3) sets of completed Florida Energy Code Forms. 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure is to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit issued by Seminole County Health Dept. C. Arbor permit when trees to be removed from property. Contact the Engineering Dept. for details regarding the arbor ordinance and permit. d. Seminole County Road Impact fee statement. C. Property ownership verification_ f. Driveway permit issued by City Engineering Department. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner_ 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_ CT 16 2003 ( Date Owner/Agent Signatur _ _ _ Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Number of Buildings: 0 Parcel Id: 22-19-30-502-0000-0220 Tax District: S3-SANFORD WATERFRONT REDVDST Depreciated Bldg Value: 0 Owner: CENTEX HOMES Exemptions: Depreciated EXFT Value: 0 Address: 385 DOUGLAS AVE STE 2000 Land Value (Market): 13,680 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: 0 Property Address: 138 BRISTOL FOREST TRL SANFORD 32771 Just/Market Value: 13,680 Subdivision Name: PRESERVE AT LAKE MONROE Assessed Value (SOH): 13,680 Dor: 00-VACANT RESIDENTIAL Exempt Value: 0 Taxable Value: 13,680 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: 285 Find Comparable Sales within this Subdivision 2003 Taxable Value: $13,680 LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 22 PRESERVE AT LAKE MONROE PB 62 PGS 12 - 15 LOT 0 0 1.000 13,680.00 $13,680 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=2219305020000O220&coparcel=22-19-30-502-0000-02 10/ 10/2003 I CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661 -21 50 Fax: (407) 661-4089 www.centex-oriando.com TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jac4ie Caines or Nan Holmes to sign permit applications and energy calculations.for any lots owned by Cented Homes, obtain permits for same and receive Certificates of Occupancy, in my name and license, for the subdivision and lot specified below: SUBDIVISION: PRESERVE AT LAKE MONROE r PATRICK J. KNIGHT CGC049689 STATE OF FLORIDA LOTZ COUNTY OF SEMINOLE The foregoinq i strument was acknowledged before me this OCT 15 MJ by Patrick J. Knight, Division President of Centex Homes - Orlando). He is personally known to me and did not take an oath. NOTARY PUBL This Instrument Prepared By: NAME: Debra A. Riggs -Centex Homes 38S 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 05052 FAG 1057 CLERK'S # 2003161142 REWRI)FI) 10/08/2003 10:07129 AM REVORDINB FEES 6.00 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 ol , PRESERVE AT LAKE in Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, 2. General Description ofImprovement: 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 85 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 6. Lender: N/A MONROE Recorded FLORIDA. Cam con MARYAi IN'E ® CLERK OF CIRCUIT WU1" OLE COUP D 7. Persons within the State ofFlorida 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 jspecifi,) Z L t Debra A. Riggs OFFICE MANAGER FOR CENTEX HOMES, 585 DOUGLAS AVENUE SUITE 2000, ALTAMONTB SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS OCT 0 7 2003 BY DEBRA A . RIOGS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION mWA 2723 HOLDING CORPORATION, A NEVADA CORPORATION, DEBRA A. RIGGS IS PERSONALLY KNOWN TO MB AND DID NOT TAKE AN OATH. NOTARY PUBLIC JACKIE GAINES : agxwypCi0RlMO WNW c^Ww iilli o0e n on aa FIa10 Mo KITCHEN A 5C,4LE- 9Fa KITCHEN G 5OALE- V4'zF-O' AT OPT. VAMTr BATP E CALE- V4'=V-0' INTERIOR ELEVATION5 KITCHEN B SGALF- V4-zl'-V BATH D 5CALE- 1/4-rP-0' SEE FOUNDAnON PL94 FOR FILLED CELL LOCATION. Fill' Z rwl-i5 TO VE 3 V21 CTi NoTro- AREA 1 C- LZOP15 ff I5T FLR LIVE P428 5F ARA&E: 426 517E&RHICAME EN<31INEERIN03 COVEREP ENTRY 2-T SF TOTAL: :2381 5F opncg& A.1c Loc-UICK W 25 (•2V i 77' 5EPROOM -2 UJ b'FIAT 1U, Inn- 1 ELBNN 21/ -2--V i REAT FOOM 6, Ras—fl FLAT L KITCHEN J001 YN aEPROOM 5 15 T la'-i 114' x R/A In ry Ate x LIVIN& ry hLo AAR TO PAVE 4° : 4AjNDLER NIN, OF 4 _E4F, O ALL 5ADE5 AND ENICJ-05URE 5eF'AGE E,AALL BE M#L V2' VADER T4,LN APPLIANCE 2M8 ARA&E FLOOR PLAN V 3'DXF3'8 20'-0 3V4' 211 -23) ENTRY BLOM SMromm4TcK 0. x -I Cl N. --o. EAP DR- TigT-- te 4 T-V PARTIAL FLOOR PLAN a G' FA LT IL cluELCVJ BEr->RM #4 V FIAT 3/4' 2) 2SSH 211-28) 2) 25SH I m PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT- 22, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPERVIOUS CALCULATIONS (LOT ONLY) LOT 22 CONTAINS 10,215 SQUARE FEET i (LOT ONLY) THIS STRUCTURE CONTAINS 2371 SQUARE FEET t 10,0 TOTAL CONCRETE 492 (WITHIN LOT ONLY) SO. FT, l LOT 27 TOTAL SOD 7352 SO. FT. PERCENT OF CONCRETE & STRUCTURE TO LOT 28% SQUARE FOOTAGE (UP TO CURB) LOT 22 UP TO CURB CONTAINS 10,765 SQUARE FEET 1 THIS STRUCTURE CONTAINS 2371 SQUARE FEET CONCRETE 825 SO. FT, t INCLUDING (SIDEWALK/APRON) LOT 26 TOTAL SOD 7 1 311' GRAPHIC SCALE is 30 fi At 4 r f 13AuTySWORD LOT 23 LOT 22 10215 SOLT+ DRAINAGE TYPE IT Aj 0) V-11001 vJ 11: bo A A 6 00. C9 T 1 PROPOSED 1928 FINISHED FLOOR CLEVADON 13,50 pitcl J" z 171 0 400, ok rr 0, 's44, PREPARED FOR: CENTEX HOMES 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF ITT[- PROPOSED HOUSE, REFER TO HOUSE PLAN AND OPTION FURNISHER BY CLIENT AND IS FOR LIST FOR CONSTRUCTION, BUILDING SETBACKS PTALL, BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FRONT: 25' ONLY. INFORMATIONAL PURPOSES REAR: 20' THIS IS NOT A SURVEY SIDE: 5' THIS IS A PLOT PLAN ONLY CORNER: 15' I HAVE EXAMINED 11-IF F.FR.M. COMMUNITY PANEL NO 120294 00,)5 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE OF LOT 22 BEING N 54'23'11" W PER FLAT, 77 ATE---------rREIISED, SCALE: --L -=30 FEET BY: SJ MRICA N SURVEYING & MAPPINGN CERTIFICATION OF AUTHORIZATION NUMBER L13#6393 320 CAST SOUTH STREET, SUITE TOO ORLANoQ, FLORIDA 32601 (407) 426- 7979 15 ol L -.) 4 LEGEND OUIFDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE PROPOSED ELEVATION PROPOSED DRAINAGE FLOW CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROI- POINT P) PER PLAT M) MEASURED END FOUND C W CONCRETE WALK S W SIDEWALK CP CONCRETE PAD Po RAT BOOK R RADIUS LES PACES MLW MINIMUM LOT WIDTH POD PONT ON BOUNDARY PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE OR OFFICIAL RECORD I'D PLANNED DEVELOPMENT A DENOTES DELTA ANGLE DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE Pi DENOTES POINT OF INTERSECTION PRO DENOTES ON OF REVERSE CURVATURE FIT DENOTES POINT OF TANGENCY Typ TYPICAL A/C AIR CONDITIONER COW CONCRETE BLOCK WALL DO RADIOS POINT Cs CONCRETE SLAP C CHORD LENGTH SO FT SQUARE FEET NG NATURAL. GRADE R/W RIGl-IT--OF-WAY I. 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 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3, NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, ASM39636JOBNCL LOT LD 'I DRAWN BY: [UOIIP"'IA 101 1. FOR f' LOT THE IFFIRMIRIbsC-.; ffTE L, E QnJR. PP SS KMA# 4119Q 2) 88' FIRM TIE FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A M Project Name_ 1928 LMR0'2- z Builder. CENTEX HOMES Address: BRISTOL FOREST TRAIL Permitting Office- CITY OF SANFORD City, State: LAKE MONROE , FL Permit Number: Owner: CENTEX HOMES Jurisdiction Number: 691.500 Climate Zone: Central 1_ New constnrction or existing New 12_ Cooling systems 2. Single family or multi -family Single family a. Central Unit Cap: 37.0 kBtu/hr 3. Number of units, if multi -family I _ SEER. 12.00 T 4. Number of Bedrooms 4 b- N/A 5. Is this a worst case? yes 6. Conditioned floor area (ft') 1928 ftx c. N/A 7. Glass area &c type a. Clear - single pane 210-0 ft, -- 13. Heating systems b. Clear - double pane 0.0 ft, a. Electric Heat pump Cap: 37_0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft, I ISPF: 8.35 d. Tint/other SHGC - double pane 0.0 ft, b_ N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 198.0(p) ft c_ N/A b. N/A a N/A 14_ Hot water systems 9. Wail types a. FIcctrie Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=4A, 1058.0 111 EF: 0.86 b. Frazee, Wood, Adjacent R= I I.0, 278.0 ft' b. N/A c. N/A d. N/A c_ Conservation credits e- N/A IIR-Heat recovery, Solar 0. Ceiling types DHP-Dc(lica€ed heat pump) a. Under Attic R=19.0, 1904.0 111 15. IIVAC: credits pT b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A IlRwhole house fan, 11. Ducts I "f-Programmable Thermostat, a_ Sup: Una Ret: Unc. All: Garage Sup R=6.0, 1 0 ft MZ-C-Multizone cooling, b. N/A NU-H-Multizone heating) Total as -built points: 27478 PAMass/Floor Area: 0.11 Total base points: 29112 SS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED Y: DATE: 10 0 I hereby certify th6t this building, as designed, is in OWNER/AGENT. r EnergyCaugeQD (Version: FLRCSB v3.2) SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details Inamm BASE AS -BUILT GLASS TYPESF18XConditioned X BSPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1928.0 25.78 8946.7 Single, Clear S 1.0 6.0 32,0 44.66 0.94 1349.1 Single, Clear W 11.0 9,5 32.0 5147 0.99 1701.0 Single, Clear S 1.0 4.0 10.0 44.66 0,87 387.8 Single, Clear E 1,0 6.0 32.0 59.31 0.97 1838.6 Single, Clear E 1-0 8,0 40.0 59.31 0.99 2344.3 Single, Clear E 1-0 6-0 32.0 59.31 0-97 1838-6 Single, Clear N 1,0 6,0 16,0 27.96 0.97 435.8 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 As -Built Total. 210.0 10331.1 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 278.0 0,70 194.6 Concrete, Int Insul, Exterior 4.1 1058.0 1-18 1248.4 Exterior 1058.0 1.90 2010-2 Frame, Wood, Adjacent 11.0 278.0 0.70 194-6 Base Total: 1336.0 2204.8 As -Built Total: 1336.0 1443.0 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28,8 Exterior Wood 20.0 7,20 144,0 Exterior 20.0 4-80 96.0 Adjacent Wood 18.0 2-40 412 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1916.0 213 4081,1 Under Attic 19.0 1964.0 2-82 X 1.00 5538.5 Base Total: 1916.0 4081.1 As -Built Total: 1964.0 5538.5 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 198.0(p) 31.8 6296.4 Slab -On -Grade Edge Insulation 0,0 198.0(p 31.90 6316.2 Raised 0.0 0,00 0,0 Base Total: 6296.4 As -Built Total: 198,0 6316.2 INFILTRATION Area X BSPM Points Area X SPM = Points 1928.0 14-31 27589.7 1928.0 14,31 27589.7 EnergyGaugeO DCA Fonn 600A-2001 EnergyGaugeO/FlaRES'2001 FLRGSB v3,2 FORM 600A®2001 A®1J/60GJ i. f F 9 1 I\IYII 1 ff'. N0.::. Summer Base Points: i i i As-Built38773.3 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points EnergyGaugeTm DGA Form 60OA-2001 EnergyGauge0flaRES'2001 FLRCSB v3.2 FORM 60OA-2001 170, X-Em" 109mwmi 133 BASE AS -BUILT GLASS TYPESF18 IXConditioned18XXBWPM = Pointss Overhang Floor Area Type/SG Ornt Len Hgt Area X WPM X WOF Point 18 1928.0 5.86 2033.7 Single, Clear S 1.0 6-0 32.0 7.73 1.01 249A Single, Clear W 1.0 9.5 32.0 10.74 1-00 343,5 Single, Clear S 11.0 4.0 10.0 7.73 1.05 81.2 Single, Clear E 1.0 6,0 32.0 9.96 1.01 321.6 Single, Clear E 1.0 8.0 40-0 9-96 1,01 4003 Single, Clear E 1,0 6,0 32.0 9.96 1.01 321,6 Single, Clear N 1.0 6.0 16-0 12.32 1.00 196-7 Single, Clear N 1,0 6,0 16-0 12.32 1-00 196.7 As -Built Total: 210.0 2111.5 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 278.0 1.80 5004 Concrete, Int Insul, Exterior 4.1 1058.0 131 3496.7 Exterior 1058-0 2,00 2116.0 Frame, Wood, Adjacent 111.0 278.0 IM 500A Base Total: 1336.0 2616.4 As -Built Total: 1336.0 3997.1 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72,0 Exterior Wood 20.0 7-60 152.0 Exterior 20,0 5,10 102.0 Adjacent Wood 18.0 5,90 106.2 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1916.0 0,64 11226.2 Under Attic MO 1964.0 0.87 X 1.00 1708.7 Base Total: 1916.0 1226.2 As -Built Total: 11964.0 1708.7 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 198.0(p) 1.9 3762 Slab -On -Grade Edge Insulation 0.0 198.0(p 2.50 495,0 Raised 0.0 0,00 0-0 Base Total. 3762 As -Built Total: 198.0 495.0 INFILTRATION Area X BWPM Points Area X WPM = Points 1928.0 0,28 539,8 11928,0 -028 539.8 EnergyGauge@ DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 I Winter Base Points: 5134-.,3-", Winter As -Built Points: 8030.6 Total Winter X System Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points EnergyGaugeTm DCA Form 60OA-2001 EnergyGaug IFIaRES'2001 FLRCSB v3.2 AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564,00 102560 50..,0 0-86 4 1.00 2623.63 1,00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS AS -BUILT 0ooli—ng + Heating + Hot Water Total Cooling + Heating + Hot Water Total Points Points Points Points Points Points Points Points 15635 3221 10256 1 +11 27M 1 PEI EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugog)IFlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Residential Whole Building Performance Method A - Details 6A-21 INFILTRATIONTION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICEe--.------_____._---- CHECK Exterior Windows & Doors 606.1.ABCJ A Maximum:.3 cfm/sq.ft. window area-. cfm/,5q.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to, the foundation to the tQ late. Floors 606 1 ABCA-2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. _ _ Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, attrations and seams. Recessed Lighting Fixtures 606A.ABC_1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 112" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space tested MUIti sbM_Houses 606 1 ABC-1 2.5 Air barrier on p imeter of floor caul between floors. Additional Infiltration regts 606.1.ABCA1 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 breakergelectric or cutoff gas} must be provided_ External or built-in heat tra re uired. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar healed)_ Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2 5 Il ns per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min, insulation. HVAC Controls 607.1 Separato readies accessible manual or automatic thermostat for each system_ Insulation 604. 1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11, EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRCSB v3.2 r" 'dNN ERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.4 The higher the score, the more efficient the home. I. New construction or existing New 12- Cooling systems 2. Single family or multi -family Single family a. Central Unit Cap: 37.0 kBtu/lir 3- Number of units, if multi -family I SEER: 12,00 4, Number of Bedrooms 4 K N/A 5, Is this a worst case? Yes 6- Conditioned floor area (W) 1928 ft' c. N/A 7. Glass area & type a- Clear - single pane 210.0 Q2 13- Heating systems b. Clear - double pane o'o ft, a Electric I leat Pump Cap: 37.0 kBtulhr c. Tint/other SIlGC - single pane 0-0 ft2 HSPF: 8,35 d, 'Fint/other SIIGC - double pane 0-0 fil b. N/A 8- Floor types a- Slab -On -Grade Edge Insulation R--0-0' 198.0(p) fi c. N/A ll. N/A c. N/A 14. blot water systems 9- Wall types a, Electric Resistance Cap: 50.0 gallons a. Concrete, hit Insul, Imcnoi R=4.1, 1058.0 ft' IT: 0-86 b Frame, Wood, Adjacent R-- 11-0, 2-78 0 IP b, N/A c. N/A d- N/A C. Conservation credits c. N/A 1IR-11cat tecomry, Solar 10. Ceiling types MIP-Dedicated heal pump) a, Under Attic R= 19 0, 1964,0 ft' 15. 11VAC credits rr' b. N/A Cf-Ceiling f3u, CV -Cross ventilation, c. N/A III —Whole house fail, 11, Ducts PT- programmable 'Met mostat, a, Sup: Unc. Ret: Unc. All: Garage Sulr, R=6-0, 1.0 ft R 13-Attic radiant barrier, b. N/A NIZ -C- Mill tizone Cooling, NIZ-11-Multizone beating) I certify that this horn has complied with the Florida Energy Elficicricy ('ode For Building Construction through the above energy saving features which will be installed (or exceeded) ST4' in this bon -re before final inspection, Otherwise, a new FIT Display Card will be completed All based on installed ('ode compliant features. 2 &2 Builder Signature` Dale: Address of New Horne- BRISTOL FOREST TR. cjty/FI.zily LAKE MONROE/32747 NOTE.- The home's estimate(] energyperfortnance score is only available through the FLAIRES computer program. This is not a Building Energy Rating, Ifyour score is 80 or greater (or 86.for a (IS EPAIDOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638--1492 or see the Energy Gauge web site at wwwfiec. ucf edu for information and a list of certified Raters, For information about 1--lorida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824, EnergyGaugell) (Version: Fl-,RCSB v3.2) 03/26/2003 10,21 DEL AIR 4 4076614089 NO.347 P014 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job; 1928 09-0"2 For CENTEX HOMES Dosil in Info M, ation Weather: Orlando AP, FL, US Winter Design Conditions Summer Design Conditions outside db 38 al= Outside db 93 OF Inside db 70 '17 Inside db 75 'F Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 32751 Btuh Ventilation air 0 cfm Ventilation air loss 0 13tuh Design heat load 32751 Btuh lairI4'4ju ," PN Heating Cooling 1928 1928 15424 15424 080 O40 206 103 I ffimtam Efficiency 7.7 HSPF H input ng output 0 Btuh Q 47 Heating temp rise 0 OF Actual heating fan 1200 cfrn Heating air flow factor 0,037 cfm/Btuh Spam thermostat Structure 24036 1Ventilation990Bt Design temperature swing 10 F Use mfg. data n Rate/swing multiplier 0-98 Total sens. equip- load 24525 B Emamm= Internal gains 1380 BtjVentilation1474Bt infiltration 3032 BU Total latent equip- load 5887 Bt Cooling Equipment Summary Make TRANE Trade Efficiency 12.1 EER Sensible cooling 24780 Btuh Latent cooling 10620 Btuh Total cooling 35400 Btuh Actual cooling fan 1200 cfm Cooling air flow factor 0.050 cfnVMuh I Printout oertffieO by ACCA to meet all requirements of Manual J 7th Ed. 03 /26/2003 10:21 DEL AIR 4 4076614089 NO. 347 P015 RIGHT-J CALCULATION PROCEDURES D II Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1928 09-Vo-02 log COMMERCE STRESY, LAKE MARY, FL 32746 62DG Mom (407) 831-2%5 1 - Writer infiltration AVF 0.80 ach x 15424 f? X 0-0167 = 206 cfm Z Writer infiltration load 11 x206 Gfrn x 32 OF Winter TD = 7239 Btuh 3. Winter infiltration HTM 7239 Btuh 1 248 W Total window = 29.2 Btuh/W and door area 0,40 ach x 15424 ft' x 0.0167 103 cfm Z Summer infiltration load I'l x 103 cfm x 18 OF Summer TES = 2036 Btuh 3_ Summer infiltration FITM 2036 Btuh 248 fF Total window &2 Btuh/W and door area Procedure C - Latent Infiltration Gain 0.68 x43 grub moLst-diff, x 103 cfm = 3032 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 11 x 50 chn vent, x 18 OF Summer TD 990 Btuh Sensible load for structure (Line 19) 24036 Btuh Sum of ventilation and structure loads 25026 Btuh Rating and temperature sMn multiplier x 0.98 F-quipment sizing load - senl4e 24525 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent x 43 grflb moist.diff. d 1474 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure G 3032 Btuh Equipment sizing load - latent 5887 Btuh Construction Quality is: a No. of Fireplaces is: 0 mmraahc VxUV$ NOV b"" m4ampy ovemfilhan Printout certified by ACCA to meet all requirements of Manual J 7th Ed 03/26/2003 10:21 DEL AIR 4076614089 NO.34? P016 RIGHT-J WORKSHEET Entire HouseitDELAIRHEATINGAIR CONDITIONING,R Job; 1923 09-06-02 109 COMMERCE STREET, LAKE MARY. FL 3274"206 Phone: (407) 831-2665 FOY[LIV/DIN 42-0 ft 19.0 x 20.0 ft 8,0 ffft heat/co011 Ama Load (Dtuh) Htg cjg tl 7 309 0'0 0 0 0 0 25.9 T18 00 0 0,0 0 SubtMotalloss=G- --11-12 Less exteml heAnq Less transkr Heating redistribution Duct Ims ToWl tQ = 13* 14 Int. ga", people (m 3m 1 0 A a 0Vpl. SublotRSH gain= -5--12-16 n57 Lou extemal 000WV Lmvarksferi.00 Owing mcli'st-mution Duct 9 Total f9H qain417+18)*PLF Air rwlufmd (0m) Pdntout mMied 1# ACCA to meet all Lequirements of Manual J 7th Ed. mrsom"'t FRI ITEM& W11"! 1111111111111111111111 aM 03/26/2003 10:21 DEL AIR + 4076614089 Entire House DEL AIR HEATING,AIR CONDITIONING,R Less exteml MAN 0 Duct Ws 452 Duct gain Air requirel Printout cerNed by ACCA to meet all requirements of Manual J 7th Ed. 03.4'26/2003 10:21 DEL AIR --) 4076614089 NO.347 P018 RIGHT-J WORKS"EET Entire House DEL AIR HF-A-nNG,AIR CONDITIONING,R Job-, 1928 09-0"2 109 COMMERCE STREET LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 NUAL J-1 71h Ed. - 1 Name of roQm BR2 BTH2 BR3 LNDRY 2 Length 0fexpo5ed wall 110 ft 0.0 ft 25.0 ft TO ft 3 Room dimensions 15.0 x 13,0 ft 6.0 x 8.0 ft 15.0 x 12.0 It 7.0 x 10-0 It 4 Ceilngs Condit Option 6.0 ft heavc0of 8,0 It heat/cool 0 ft heoattwot 8,0 ft h*aVQW TYPE OF CST HTM Area Load (Stuh) Ama Load (BWh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Mg C19 M Mg C19 M Htq clg Mg C19 Hto C39 5 G1033 a 14B 4.c4"' 2.1 104 0 96 0 Exposed b 12C 2,9 1,0 0 0 0 0 walls and c I 13C 3,2 1-2 0 0 112 55 partitions d 0 ' 0 37,0 0,0 0 0 0 0 e 0.0 0.0 0 0 0 0 0U 0 0 0 6 Wriclows and a 1C 37,0 16 591 - 0 0 16 591 0 gtm (610Qmm b 6C 0 0 - 0 0 0 0 Heating c, OC 38-7 0 0- a 0 0 0 0 d IG 37.0 0 0 - 0 0 0 0 0 0 e 7L 20-8 0 a^F0 a 0 0 0 U f 0.0 0 a 0 0 0 0 7 Wirickwa and North 20,4 0 0 0 0 0 0 glass dom N944W 39A 16 M 0 a 16 M 0 0 c4oling E/W D'o 0 0 0 0 0 0 0 SEISW 47.4 Q 0 0 0 0 0 0 0 South 0-0 0 0 0 0 0 0 0 Hors 0.0 0 0 0 0 0 0 0 0 8 Other doors a 100 14.7 9.0 0 0 0 0 0 0 0 0 0 0 0 0 1) IUD 14.7 k9 0 0 a 0 0 0 0 0 a 18 255 179 c 0.0 0-0 0 0 0 0 0 0 0 0 0 0 0 a 9 Net a [14B 4.6 2-1 81$ 406 181 0 0 0 do 369 165 0 0 0 exposed b 12C 2-9 1-9 0 0 0 0 0 0 0 D 0 0 0 0 waft " c 13C 3-2 1,2 0 0 0 0 0 U 112 353 131 35 1120 44 parti"n d 0.0 0.0 0 0 0 a 0 0 0 0 0 0 0 0 0,0 0.0 0 0 0 0 0 0 0 0 U 0 0 0 t 0.0 0.0 0 0 a 0 0 OF00 0 0 0 0 0 10 ceirlrqs a iGD 1.7 2-2 195 331 434 48 31 107 180 3% 401 70 119 156 b 0.0 0.0 0 0 0 0 0 0 0 0 a 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 D 0 0 0 0 d 0,0 0'0 0 0 0 0 0 0 0 0 0 0 a 0 e 0,0 ok 0 0 0 0 0 0 0 0 0 0 0 a f 0,0 0.0 0 0 0 0 a D 0 0 0 0 11 Flo= a 22A 25.9 010 13 337 0 a 0 0 26 674 0 7 181 0 Not,--- nxxn b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 penteeter c 0'0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 isd" d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 a 0 ibr slab a 0.0 0'0 0 0 0 0 0 0 0 0 0 0 0 0 it-) f 0,0 0,0 0 0 0 0 0 0 0 0 a 0 0 a 12 Infittration a 292 82 to 467 131 0 0 0 10 467 1131 15 625 1148 13 Subtotal k)rs=6+8,-+11+12 2132 81 2759 1210 Lat heatlng 0 0 0 0 Less bansfer 0 0 0 0 Fleativig redistrWlon 0 0 0 0 14 Duct loss 10 6A 213 10 IX a 10% 276 10 121 is ToW loss = 13+14 2345 90 3035 1331 IS Int gains: People 300 0 0 0 0 0 0 0- 0 Appl. @ 1200 0 0 0 0 Q D 1 600 17 ubtot RSH qvin=7+8..+112+16 13T7 107 1458 1127 L= external woling 0 0 0 0 Less vwtder 00 OmOV redtStnbution 0 0 0 18 Duct in 138 1014 11 10*4 1401 10 113 19 T0181INS11H gain=(17+18)-PLF IM 1.515 1.00 I - 1181 1-00 1 16041 1,00 1 - 1240 20 Air required (cf1rn) 86 j 76I FU Sol I Printout certified by ACCA to meet all requirements of Manual J 7th Ed. rjrAz&j K 5E22aTACIIrAk M; 1% RKys 03/26/2003 10:21 DEL AIR 4076614009 NO. 347 P019 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1928 09-06-02 109 COMMVRCE STREET, LAKF MARY, FL 32746-0206 PhOrw- (407) 031-26a W S D W G L S S 0 N A S 0 0 w c w s N K I A L 0 T H V G N H v v H H N H D Y R L A W R A H L G C R R G T A A w L 7 E M D G Z L 0 x y T m R R FOY[LIVIDIN a n a c n 0 d I I go 1.0 1-0 1.0 6.0 47,4 32.0 4,0 BR4 a n nw a c n 0 d 1 1 90 tO 1.0 4-5 5.0 39.4 32,0 o'o KIT a n Sw a c n 0 d 1 1 go 1-0 1.0 1-0 3,0 47.4 10-0 2A GREAT RM a n se a c n 0 d 1 1 go 1e0 1.0 1-0 5.0 47.4 32,0 4.0 b n se a c n 0 d 1 1 go to 1.0 1,0 7.0 47A 40.0 3.6 wic MBR a n se a c n 0 d 1 1 go 1,0 1.0 1-0 5,0 47.4 32-0 4,0 BTHl BR2 a n ne a G n 0 d 1 1 go 1,0 1,0 1.0 5,0 39.4 16-0 0.0 BTH2 BR3 a n ne a c n 0 d 1 1 go 1.0 1-0 1.0 5.0 39.4 18.0 0-0 LNDRY 4 3 2 1 A. STFf1. sxsu) sI w sn couT7 srtii ran av wwa O9ra REYSiONS aR3T (3 SYFE > T°siancsr%W REV, hQ. ZONE: DATE: ECN N0. APPvD: DESORiPT O>a OL43 OR 82 7i/OA - dYrN Oir (3) wAS i2) FOA TRACK 64LT 70 4a WN. [ VMS A741 C TO OOOR Dow wSTN1$R m wf))j s ,N rtrK PA to Toa.t+lttt inru+ `1j T9P, • 9SzatsR IAYTLNLO Tit WORD W MTw3) d/1t'x1-i/S .WOOD IS7ED j rous r G r , rx •,..,t..,,,, Avita..t AY Aro ovs,a+ I r aav, srza TgxGK, }—• 0. yp9EM R= f l } aK t9'y Pi ®rn. z-I/:•.,7 64 a°Lv. l7iPL i Kx PN a"O". tNo >2+0ti i4j1 i*) wC+s MaCicLTi WC° •/ I 1 1 ' ; ' tbw TOP REPORT#96060 r 1 i U-SARS w A 0v K Pol L Tw9 V-M16i - Utit.) Ne•i/Y' t+tTM. KPorL 4 AgN A KCtRO COOK 1. LL"ArGt6" sa x.,rypptt esan ,+,,.,.r k iP I.ON NtC.w GONS18T or 14' -0N5(YH0'XN . /- uv RT IRwITN V.Y. xWgiQf RCPJ21m, W i 1NT >K 1, t'ptAwKPVM" UWA" STOP WL404 SY Ow Ptftk.LA {T4 UAT) t OR3 7'-0 744t OOMT OP (S} S£ iit3T ltlP RLatiAFD) TA PPUM[ A it:3Sk, W6LfnN9 SURPAOL NU02ON AL .iIWO 00 NOT 7AM iR 4 140 Zxi Imloo "K :•a.A 70 4A. W., 4wX Squ STU { p ROAWg 7' IWOK OR 7O CA- 4N.Y, iNTlJ4. 8T%I JJ j NG4.7LD wiiOE SFriVw a•a r r„ 11 fA O+LY103R0. TRACX / t LTC AIT WCSOiD! + zs sT, uw. YT[BL drafft° PAN NGO ztTLvr wm+ z4ri i/1$"x+a ue YKllt COATSO tni}3 0-49 N=q. (70 ICf4 UTq i x9 1 {O-PO , 414VM6iUNi, O+ Cp-ON PRStpC, CtPUCj GS Y4 cYNiER3 {3.007 PSi 114E ctw1+" (1 OR 7/,v I.O. ROUND P'U^,HK zo A 5 XL6-CM POL ISTU /Yx AP"a SCTv4 4v 17-,/2" CLMflRt 1100o F iN&A G04 P" MOLLM) e G v, ns CZooco ,WP,,t 0 TO SON S+A+° V.TfM CNa3+GLi P5 :et4 C'S CFETC)AP"" MAOoL. WSiY749 %/9CW'Jm VrN - \ k r TO Iq w (; j SIOLA 0l` iTiLl AR4t. 1i ak CILY, 47M 70P 0t3 U1CH 0k °+1.L1YL AW.'v1 S' 4A, wtS, »A:XtA AEOL Y' CYh'. SRLt 7R+CK IAEMM4LL TO 19 Ls9 ' v. d1 SM127 fi4Ni' Pa.:fA LARi YATit TAPC06tY. uKNO€TS NAY 8i COSat3tFYt" Iz OA OALv, ST= FAY O +) AnKNtA w//(s) 71 im STU a/03 ii9[ M {SJt M0Y ) is A FLUSH IA+Gt A7Tpp %4 {}qf i' 71ka3 it Fly iitixili• tnfQ lilt}i. w%om o r.WAd "WOKTx4'tr 00 tqT wTnt GK )/4'ti(i' iki.T k NUT St) t s il s 20RtY"S 1'RR ilKi IiNOL 3NM yP ,rowiS, SORLwY. iPNf5/ZR LM1+D. pl Tw0 T/t• Ota PSvY72. l i. 0A. "N. 'LMO P/" t P• IIl4 YtWRdYTW, to iaLL Sill AOti.Gl. 3STU WOK , AIL i S To "A f # > F a. yE { n. R z21 it a _ R "1 izu 7 3' ULL U-W r .zl+ Slid t4 70 as 4zv:+, SIC" TAMW SORGwt. pR, w kl aLmw a THI Y musTUR a Cu7aa ns DESIOh LAPDS: +24A PSF & -2A.9 PSF Aw YtSS,i t 4Ti% sc av set LALN See i ht ce aryoesearrc a n L P tamxuL O+ TEST LOAD$; *XQ PSF k -37,O PSF KOQM SiiSL U-&AY fPt6 Yi:OE f.{.P r4wrO,L iKTw O 94R 04 MR TwL wil" w ON abp m awm Oat ra®w < I PATKRN t L, Two u-. snit ua t LS K YTK A xx t PART ND.: - A oN ONL U-YA Ow MLV w c VSrmw, A An »; UA" of —l- ]]"'")i 7 mw 45 2 s C44W ca" 7CLE CES IDEAL8 ! anPvnLTKsv, ua+t 'd :1-+ oI osaa * z • a« no Paz Na 1-5*- Y7-3k12rKwiw4hP0°M+I. .0 ® I..IS xWa a• V4Hr. WaYiY44/1 rrnoA a -A falM wv1 emu" .u« a P,w--4 ha- m 90 « t.At3 DESCRIPTION: MODEL MT 'Nf 14-D z 8-4: 24/-24.5 DEStON owG, a sa c+lv. Y 20. BOTTOM LNwCK / A.xwp w «e j J464 . s.961 ORAwN BY; 8k4M DATE; 4/11/00 SCALE: NT5 An vane (7) d taYli ante CTAl µ,y,er u • • O`4„" , # °/• CHECKED 6Y: tnvw DAiE; 4/Tb/40 SME£f 3 {}F SiZE A `+etn, WAMGitRl9. ilsirC Mgb a Un+pa ShaUa OgaPnkaSliPro).ekden t OWSNSKAt3 AFL w W.+O' Ows, NO.: 10213C REV, N0, V L} 2 Thor-c-Iry in -Sing Door Wood :,Cnes System aJ, Cc Single P.sit;. 67.0 PSF Negative 67.0 PSF Single vp to 54 . 5,0 / id., 1,1 . Single with Sidelites Positive 60.0 PSF Negative 60-0 PSF 0owbie p to a,4 x 8'0 /wo sid.t" Double W/.o SideMes ft.jti 47.0 PSF Negative 47,0 PSF X. ox. X01 OX01 XXI ox)(0 The hood and side iambs are ITOIgwiDint Pins ring a mra, 4-9/16' with a ;12' robbeld atop. 3/ 16 TAPCON ill' ORMALL TYPEANCHOR3' MAx 18, O.C, 3/ 18- TAPCCM TYPE ANCHOR 1/ 2- ATMALL uASOHRY LWTfL 1 . 2pvmv 4 is DUCK 71 3/ 15- TAPCON S" — t. 2) PFM W3 CONCRETE LCCx IX SVe-5lr-KIWB Sue- BLAOK 1/ 2' DRYWALL IX BL4x ao Z' 3115- TAPCON 7 . 2 FIRR I/ UnWALL rTr.EANCHOR 2x tvcK 7Ir C= TAPCON Of' EOUAL La sHw Rkn-4) -C 3/16' TAP ON t 4p 3/ 16' 7APCON rtn AhCAC.R "AX- 1- 7/4' WIN, SMAJSPACEVMC& Sib, K per, 10 ix SLM-Sx-KSeeV.OE 1, This system has been --aioted for use in locations c,dhtothe Period Suilding Code l old whsrs psesury nequlne-Lit as detsmirid by ASCE 7 Minimum Design Loods to, 8.4dings TO 2xSUB-9" fait old Other Structiras do not exceed the dovp prossorm ratings listed twwri. 2, For instoliationt; whale the sub -buck is less than 1-112' (F3C section 1707.4,4 Anchorage Methods and sub - sections 17D7.4.4.1 old 1707,4,4.2) Topcon type concrete archers must be vsod old the length must be such that a minimum 1-1/4' ongognent of the Topcon into the masonry wall is obtained. DAM- 4/ 3/02 ThmYnc-tru Out-S-1,79 Door W.aJ Systtm to .1'4 A 8,0 jidi,tss; OP,pJ* up to 8,4 . 4'0 it-4 X, Ox, = OXO, xx. OXXO The head cnd ;d. jambs are ringwrjoit pint measuring a min. 4-9/15' with a ;/Z' mbbot*d stop. MASOMAY Iism2,6 1 x 2 FARING DRYWALL rPE ANCHOR k,' PFH HEAD JAWS TO IX SUB-6L-_K MAN SHW SPACE x 2-112' 3116- TAPCON TYPE ANCHOR B r,-IGN PRESUK a&=, Single Positive 67.0 PSF Negative 67.0 P;F 5;Nfo with Sidetizes Positive 60.0 PSF Negative 50.0 p3r oubje wl.o Sidelites Pce;t," 47.0 PSF Negative 47,0 PSF UA_qOAAY Wt 44OR fV ALL TYPE ANCHOR Ix BW< 58141 SPACE T, GNlxm&= _1-Z. 3/16 TYPE ANCHOR CONCRETEMASONRY Kock SHfu SPACE 3116- Trn VLCQ TAPCON OR 110"41, 3/76' TAPCON L5. !tHEAR RAIING) rfn ANCHOR Is' MIN C—SPIX VXfVERTJCALTIA. c L 1 x 2 FARING 15' UK DRYWILL 1, This system has c." -cluct.d far use in I.ec,bohs adhering to the Florida Building Cod. and where Pressure mquirsments as dtterminac by ASCE 7 Minimum Design Loods, far 80dirigsC-SWX ZX StICK and Other St,-,.Wrss do not * ... so the d-Igh pressure ratings listed herein, vERTick sqoz LAMB TO 2X SUB -BUCK 2. For installationswhere the sub -buck is 34 th(n 1-1/2 (FBC section 17 7,4,4 Anchorage Methods sctionsandsub 1707.4,4.1 and t707.4,4-2) Tapcan type concrete anchor must be us®d and th. length must be such that a minimum 1-114' orgogenanI of the Topcom into the masonry wcii is obtained. I When using 0 Ix sub -buck a 6-9/15* jamb is required to allow for min. edge spacing for Topcw type oncho's 4, - Z1 - F-DATF 3/02 Thermo-Tru M-Swing / 0tt-Swing Door Wood Frames System 117 Single up to 5'4 x 6'0 Sidefites Doubie up to 8*4 x 8'0 v1wo sidalkes X, QX, X01 axa, XX. DXXO The hood and side jcmbs ore rMqorjoint Pine meosgring a min. 4-911e' with a 112' rcbbotod stop. DOUBLE 2X R 29 iZ4DU IA zX 44CK STW P asp PFH WS 15, WN. C-S" SHEATWZ Single Positive 67,0 PSF Negative 67.0 PF,' Single with sideRes Positive 50.0 PSF Negative 60.0 P$7 Double w1wo Sidelites Positive 47.0 PSF Negative 47,0 PSF ON—a"W= M 6 L ,. 7YP, 17 c' - y L== 25, Mkx j — L - - — a - rtrv)p WM4 qz#nrl DATE, 4/-J/02 I'N VVMCAL SZE 44M zr Wk, Ila I6 SCALY" k7s. W-t-K This system has o"n evCWCtsd for use in jocot;ons adhering to the Florida 8uiiding Coot CSK by" FLW, and where pressure requirements 03 d&tsrrnjn6d by ASCE 7 Wnimum Design Loads for Sufldi,);J OAWNC No- T-CZE2 1 C)th_ Structures do not exceed the design pressure ratings tisted herein. s.an 1 91 1 THERMAoTRUS 1. TIHIS PRODUCT IS l5ff1G-NE0 T6-MEET THE SOUTH FLOP6A BUILDING CODE 1994 EDITION FOR MIAMI-OADE COUNTY- 2. WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS Lt$77ED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATER SK&U BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RA77NG SEE TABLE PAGE ' 5THIS PRODUCT =5 NOT M THE WATER REGUIREMENTS FOR MIAMI-DADE COUNTY. 6===, JnACT RESISTANT SHUTTERS fS_ ONt . 7SIDELITES ARE AN OPTION AND r_AN BEUSED IN A SINGLE OR DOUBLE CONFIGURATION. In Face sheets. Fiberglass avg. min. yield strength FY(min')- 6,000 psi SmoothStor 0, 070: minimum skin thickness FiberClosSic 0. 110 minimum skin thickness L.gZ2_ AC1j= Polyurethane foam core. withl.9 Ids. density by BASF. The el skin , constructed from a 0,070' thk, sneer rnororrsg a s ' n is interior cq ify is hiled with 1,9 his, 4cl ThedefrAy &ASF po urethcm loam. The tore sheals one qa ed to the wmd SUM 0 Zell rwrforced with c wood look block J1 ;all,. Tht LA latch meastirl 2-3 5 x 14.0 long at the strive and doodboh location. The hinge yffle isingerJointedFire, and the top and bottom rail are Of 0 wood composn tt- double door appboatan the mct- door a fiffed with ane "MatVIGGLIMnirfAl ostrogcI (Wind Jarnaer 9) of 6063-T6 olloy, Tice firarm is corstnict'd firm fllrr jointed pane. The Raill- theside ,= with (3) 169m I/ crown 1 2 icnq sloples M each side. The m ' are secured together in c sidefite application using IS x 2' long PFH Wood Screws (6) per each muirm. The units use an ins" Saddle thresIvid measunng 5-75' x 1.5 ' The S&- A, poneis am ed us, 0 two Piece rw". am diy glazed on the exterior with - 173- thk cejcr pp S) jll Top A coulked irith s6co The Re frames are held a x 1 12 long Plascrv-. TABLE OF CONTENTS ISHEE7 41 DESCRIPTION 375- MAX OVERALL WIDTH 36" MAX. PANEL WOTH X z INSWING UNIT 74,5- MAX. OVERALL FRAME WIDTH 36.625' MAX PANEL WIDTH WIASTRAGAL ca Li N 105, 5- MAX, VV(ALL tKMW AL iUlm 36,6U 25' MAX PANEL WIDTH WIASTRAGAL I 1> 6& 5® MAX. OVERAL 36' lot" PANEL WIDTH b MiFiff- OFNIM DESIGNPRESSURE RATING C-STfrRAL FLO T RINF0RATION WHEWATRINEDESIGNUNITT7YPENOTti ISNOT NEEDED SINGLE + 67.0 PSF - 67.0 PSF MANUFACTURE DOUBLE + 55.1) PSF - 55,0 PSF 0 IT 55.0PSF - 55,0 PSF LTES IMASTER 7111AZ41 15.5; MAX. FPAM WIDTH 13,75" MAX. WIDTH 7, 125' MAX D. LO. WIDTH jr z 15,5- MAX. FRAME WIDTH tn'd 73. 75" MAX WIDTH 7, 125' MAX D, L, Q. WIDTH 42 34 SEE NOTE 5 SHT. 4 41 SEE NOTE I SHT. 4 Ed 5' MIN. GLASS T)4K. 25 FOAM GASKET & SILICONE CAP BEAD pO p. 6e 1,611- MIN, PANEL THK , I 24_ CROSS 2_l DOOR PANEL SEE NOTE 5 SHT. 4 I wordm 1=6&4.J8S axe. fir: TJH S-2151 Of MEW SEE NOTE 2 SHT 4 /---, LIZ /ar to Z ASTPAGAL RETAINER BOLT 8,0' LG. TOP BOTTOM (2) BOLTS AT TOP & (2) AT BOTTOM HORIZONTAL Ca= SE=N 0 ASTRAGAL I , 15, MIN. E148. 25 MAX, SHIM 15, A41M FTSINKEENOTEC43,1 SHT. 4 0-9-09—M FOAM CASKET ec SILICONE CAP BEAD A 3,5 6 :s141S'4T. SE NOTE I 8T. 4 i— 'T 3 0 SIDELITE TO BUCK r. co C) CO ACTIVE Z O n Li C):ELJ CD Z) 0CO to a- vixzz SEE NOTE 6 vi. lq-j SHT 4 FoAm GASKET & z 43 SEE NOTE SILICONE CAP BEAD43 rn L4 5 SHT, 4 34 a JU5.SQR 4 41 26 9 10 29 R SEE NOTE I 37 SHT, 4 SEE NOTE P111GET 7 SHT 4 T NLO6 TO SIDELITE z INC QNSVLTANTS. 813.654- 38.11 EE Lmpq/ol T"H PW S- 2151 1, 75 - MIN, EMBED, r, 15' M", C-SINK A 3 21 31 25' MAX. SPACE lbgLRQRSHIMV57 irt@!TCHQ,i'187-0 BXK- NO 1, SPACING FOR ITEM NO. 41 (LITE FRAME SCREWS) IS AS FOLLOWS : VERTICAL FROM THE TOP DOWN ON SIDES: 5.5, 1&5, 27.5. .375®, 49,375' & 60.375'. HORIZONTAL THERE ARE (2) SCREW BOTH Top AND BOTTOM AT 2A25- IN FROM EACH CORNER. 2. SPACING FOR ITEM NO, 27 (18 x 1* PANHEAD SRCREW ATTACHING THE ASTRAGAL TO THE INACTIVE IS AS FOLLOWS, , FROM THE Top DOWN I . 3, 5, 78.25', 40.5', 59.25, 74.25. 76.25' & 78.25', 3, THE HEAD JAA48 IS ATTACHED TO THE SIDE JAMBS WITH 3) 16Ck x 112' CROWN x 2' STAPLES AT BOTH SIDE. 4, THE THRESHOLD IS ATIACHED TO THE SIDE IJAMBS WITH 2) 160k x 112' CROWN x 2.5' STAPLES AT BOTH SIDE5, THE SJOELITE IS DIRECT SET INTO THE Ama WITH (12) ITEMNO. 45 48 x 2' PFH. WOOD SCRM, THERE ARE (4) ATEACHVERTICALJAMB, FROM THE TOP DOWN AT 13.5, 31-, 48.5- 66-THERE ARE (2) AT THE HEADER AT 4- INFROMTHEOUTSIDECORNERSOF714EFRAMETHEREME 2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS' 6. SPACING FOR ITEM NO. 4.11 (18 x 2' SCREW) SECURINGTHEMULLIONSTOGETHERisTHESAMEASTHEPERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7" O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE ITEM NO. 12 (110 x 2' SCREW) WHEN ATTACHINGTHEHINGEToTHEJAMBANDTHESIDELTTEATTHE MULLION USE ITEM NO, 37 (110 - 1 314" SCREW). zx wmollimm00MUIRMSEE-Im 1.1J MIN, EMBED 15' MIN, C-SiNK 0 ' HINGE JAMS TO BUCK, gdli l 36 LnLn. 41 r" SEE NOTE I SHT. 4 I STRIKE JAMB S"ELTE 171ti A- SEE NOTE 7 SKT, 4 112' = I' 30- SEE DETAIL 'F- SHT. 5 OE L ------ i 3' 3' 6' 3' 3- 3" 3 TYR, err NOTC TYP. SEE DETAIL Tylp, LJ C,4 0 co LL7SEENOTELj 3 SHT. 4 oji CD0ZD T, 7 T—T couj sW3SHT. 4 SEE NOTE 'F5 SEE DETAIL 6 SHT. 4 SHT. 5 0 Q Typ. SEE NOTE TYP. SEE DETAIL 6 SHT, 4 G, SHT. 5 TM SEE DETAIL SEE NOTE H 9 SHT. 5 TER. 4 SHT, 4 AIL SEEDET, C- C, TYP,- G' SHT 5 74 14 YP STypTYP' TYP. Typ113' If 3 3' 3' TRAL FLORMA B-()-A-'F-* MANUFACTuRER NAME, MASTER A 0.357' BOLT DEEP ENOUGH FOR A 2' 11- 1 13 SOLT THROW 12 13 13 lO lD 10 29-AJL 'F' DETAIL :d ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS QETAIL Ac STRIKEPLATETO FRAMEDETAIL AT THE THRESHOLD OWN. 0 0 I DETAIL U) SHT. 5 TYP. 0; SEE NOTE 4 SHT. 4 YV WL004 M " TmM me 513. 04-3531 now= CENTRAL IFLc pk B.GL& Mp,lNUFACTIURER NANSo- SEE DETAIL 01 F- SHT. 5 EE EE] MAS 3 3- 3' 5 SEE NOTE 13 TYR. 3 SHT 4 SEE NOTE SEE NOTETyp• SEE DETAIL p 3 SHT. 4 6 SHT. 4 F- SHT. 5 Typ. SEE DETAIL C' SHT, 5 C7 SEE DETAIL SEE DETAIL TYR, SHT. 5 W SHT. 5 TYP. r SEE DETAIL -{' SEE NOTE 'G, SHT, 5 14 m 'K' TYP._ -Y:— 14 14 4 SHT. 4 TYR. 14 TYR, 6 Typ, 3' 3 3' SEE NOTE 3 3' 14 4 SHT, 4 TYR, 453' CLASS WTE 463' GLASS SITE 06 1/8-TEMPERED25CLASS 2,5' AIR 0 SPACE 1/8- TEMPERED GLASS 636 41 SE NOTE IE_ NOTE 25- STEEL JN7RCEPTL SHT. 4 SPACER 5' INSULATED GLASS W lcm L"T1 5) _1/8- TEMPERED GLASS 0 0o 25' AJR 0 SPACE 1/8- TEMPERED GLASS 4to3 ;62 inSEE1n. NOTE I SHT, 4 Ql 25' STEEL INTERCEPT SPACER S" INSULATED GLOSS YLL ETS 11TE FRAME-.QLA7INC) I 6 E C-1 O 00 R L,2cz O:E 0 NZE 4.563' 1 ,06,3' h— I in n 4q In221 WOOD -EHME 3 fINGER JOINTED PONDERO&A PINE I LL 09 7' sn 1.531 SIf1Fl1Tf TQf! do 807'TOM RAIL FINGER JOINTED PONDEROSA PINE w BOMQM 2QQ 0,09' EXTRUDED VINYL WALL a 55, AOTTOM RAIL 17 WOOD COMPOSITE o 1.537 Fc TOP RAIL WOOD COMPOSITE 1.531 cinrirrr PIANK W)F -';TIIF Q9 FINGER JOINTED PONDEROSA PINE 1.254--1 TT lck-aumw--mla p Pi M2 LIP LLE E&M LKRUM-ir-Y 1, 255' t ME Tok I SELE AQUSTING WDLE-THREEL= WOOD Comp4517h ALUMIN 280' DIX. WALL _.VINYL_TYP I 9 I 2, 375' 111/ 1- YY WLDmo IIcQ"s",r^14Ts' "'c T- 13, 2pzl2zo I NIT. S TJH Lm-T WOOD LOCK BLOCK FINGER JOINTED PONDEROSA PINE as: ;— RW 6; ko s7 of 8------ 55, TOP RAI WOOD COMPOSITE 1 316 31 1'5'31 LATCH 592' 7 179' R H CIIPRE TpLCOREW' CKE Kh N N 175' BY 7HERMA-TRU roAm CELL CORE W/VINYL JACKET DRILL TRU FOR 357' DA ASTRAGAL DRILL TRU FOR A 18 RETAINER BOLTS pFH WOOD SCREW 2PLCS WINQ,m5cp it Wg68T STRIKE PLATE 4 HASASTRA( 2) 8.0 BOLTS 0 BOTTOM 2) 5.0- BOLTS 0 TOP 1.767" 24 YANDJAMSER 11 WR6 AzTg& AS -RAGAL REAI M-EMATERIAL. , ;9 lf, YELLOW 1dMA — 77-1 21K=G 813.68C383I scALc N, T.S, Ff; Tik a—, Pw ORAW c W,. JLTN-21-2002 09-52 MILESTONE WINDOWS 4er? 323 9729 P.e2 Alan Plante, Chief Plans Examiner Orange County Bu)ldlng Division Administration Building, Ist Floor 201 South Rosalind Avenue P,O. Box 2867 Orlando, FL 32802-2687 407) 836-5760 RE: Florida Extruders Fenestration Masteffile 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 Horne 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 permit% for Florida Extruders- windows will have to include this letter with the installation details. Florida Extruder's requests the Orange County Building Division to file this letter against the Masterfile Numbers and Installation Drawings identified on the attached listing. Based upon a review of the signed and scaled engineering produced by Uldon Engineering Company for the methodology used in the development of Florida Extruder's Window, Door and Mullion Installation drawings, the thickness of the buck in non-structural applications (i.e-, buck thickness less than 1 1/2") d9Le5 nQt influence the lateral resistance Cdpadty Of the Concrete screw (i,e- Tapcon). Therefore, buck thicknesses less than I Yz" are acceptable as non-structural attachments when the window, door or mullion is installed using a 3/1,6" concrete screw with a minimum embedment on 1 '/6". Concrete Masonry Units should have a wall thickness of 1 "A" and a precast sill's thickness will exceed I /A'. The drawings clearly delineate the requirement that a minimum embedment depth of I '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 1 140- Therefore, for Florida Extruder installation drawings where a non- stmelturall buck is used, nonvenciature such as -JLX buck by others" or SiMillar statements shall be construed to mean that a buck thickness of less than 1 11/2" is acceptable. The definition of a non-structurall buck is based on SecItion 1707.4-4-2 of the Florida Building Code. 2_540.1ewett Lane, Sanford, FL 32771-1600 - (407) 323-3300 - Fax (407) 322-3:337 JLJN-21-2002 09-52 MILESTONE WINDOWS 407 323 9729 P-03 The attached table lists all Florida Extruder drawings in the Orange CountyFenestrationMasterfileaffectedbythisengineeringstatement. Any questionsshouldbeaddressedtotheundersigned. am= 919MHUKMrM 1_o_rj_dApxtdruP_ 9N - _C_ —[)M Florida PE License No. 49752 Florida Extruders International, Inc. Certificate of Authorization No, 9235 Cc: Farl Moore/FEI File The letter was signed and sealed wit Vula,20duE47-4 jMX NAM* K=071= for Orange County Building Division Masterfle s4ca"nfnq. I . nip'.. 2WZ-LTR-R)L-M_4 2-540 34wett Lanet E 407) 323-3306 Fax (407)322-3337 1 0 I I - - - - - - - I - - - , Universal Forest Products Shqffiier LLC Re: 53906899 Centex Homes Orlando 1928 B&C Roof 22 Lake Monroe The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under my direct supervision. Pages or sheets covered by this seal include the following: 53906899 BH1 53906899 CA 53906899 H1 53906899 HIA 53906899 H1B 53906899 H1C 53906899 HID 53906899 HIE 53906899 HIF 53906899 T1 53906899 CJ2 53906899 GE2 53906899 T2 53906899 CJ3 53906899 GE3 53906899 EJ4 53906899 EJ4A 53906899 HJ4 1"J, ff 9" 34 t53906899CJ1516 ""rn' t'IJ 53906899 EJ7 t jt jir, gq n53906899HJ7pyk Loading (pst) TCLL 20 TCDL 10 BCLL 0 BCDL Wind: ASCE 7-98 per FBC2001; 110 mph; h = 15 ft; TCDL = 6.0 psf; BCDL = 6.0 psf; occupancy category 11; exposure B; enclosed My license renewal date for the state of Florida is February 28, 2005 3 Z003 Jqffi M. Presley Licon # 55886 fp 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 501 Snuth NC 62 Burlinot.on, N(,' '117215 'I'cl: (7336) 226 93,56 lax (336) 176 91161 10 Job Truss 53906899 131-11 Universal Fore3st Pro EM iii IN I'm COMMON MW M I I _I Job Reference optional) 20 2003 Tue Apr 22 1 40-0-0 1-0-0 7-8-11 5-11-5 6-3-15 6-3-15 5-11-5 7-8-11 1-0-0 Scale - 1: 5 00 l 3x6 = 3x8 - 3X8 = 5x8 = 34 = Q -al -9-9 4-0-0 6-3-14 11-0-2 6-0-0 2-4-2 10-3-14 Plate Offsets (;K,Y): tK 0 4-0 0 3 0l,1P.0-4-0,0-3-0]_____________ LOADING SPACING 2-0.0 CS1 DEFL in (loc) I/i PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vertl 0.14 R-T >999 TL20 245/193 TCDL 10.0 Lumber Increase 125 BC 0.88 Vert(TL) -0.47 R-T >529 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horzil 0.04 R n/a BCDIL 10.0 Code FBC2001 (Matrix) I st LC LL Min I/i ® 240 Weight: 299 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-9-13 oc purlins. Except: BOT CHORD 2 X 4 SYP Nail *Except* I Row at midpt F-H B2 2 X 4 SYP li BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt I-R OTHERS 2 X 4 SYP No.3 2 Rows at 1/3 pts G-R REACTIONS I B-1112/0-8-0,M-289/0-8-0,R-3521/0-8-0,Q--81/0-8-0 Max Horz 13-178(load case 5) Max UpliftB--285(load case 4), M--175(load case 2), R--688(load case 5), Q--81 load case 1) Max GravB-1 1 12(load case 1), M-382(load case 7), R-3521 (load case 1), Q-1 8(load case 5) FORCES (Ili - First Load Case Only TOPCHORD A-B-22.B-C=-2144,C-D--880,D-G--785,G-1-1289,1-K-1467,K-L-506,1--m.242,M-N-22,C-E--1071,E-F--572,F-H--670,H-J--27 BOTCHORD O-U-1913,T-U-1868,S-T-649,R-S-649,Q-R--749,P-Q--749,0-P--749,M-0--130 WEBS D-E--298, E-T--910, F-T-1220, F-G-1405, K-0-678, L-0-435, I-J--1408, J-R-13U, G-H--1389, H-R--2157, K-R--780, C-U-294 NOTES (10) 1) Unbalanced root live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL-6,Opsf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1,33. 3) Truss designed for wind loads in the plane of the truss only, 4) Provide adequate drainage to prevent water ponding, 5) All plates are 2x3 TL20 unless otherwise indicated, 6) Gable studs spaced at 2-0-0 oc, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 285 lb uplift at joint B, 175 lb uplift at joint M, 688 lb uplift at joint R and 81 lb uplift at joint Q. 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-11 nails. 9) Special hangers) or connection(s) required to support concentrated load(s) 214,01b down and 54.91b up at 4-0-0 on bottom chard. Design for unspecified connection(s) is delegated to the building designer, 10) 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 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 (pit) Vert: B-U--20,0, R-U--40.0, M-R--20.0, A-C-60.0, C-1-60.0, I-N--1 C-J--60,0 Concentrated Loads (lb) Vert: U--214,0 Amolpom w RYJAMAL$Aai=-MMA I 53906899 Ci 11-- JACK 4 EMSEMMIMMUMMUM s re Ply -0dando/1 928-B & C/jsI 1 Job ference _(9ptIon 69-Mffek Industries, Inc. Tue Apr 22 1 c 30 = 0-11 -11 LOADING psf) SPACING 2-0-0 CSI DEFL in (toe) I/defl TCLL 20.0 Plates Increase 1,25 TC 0.07 Vert(LL) n/a - n/a TCDL 10.0 Lumber Increase 1,25 BC 0,00 Vert(TL) 0.00 A >999 BCLL 0.0 Rep Stress Incr YES W6 0,00 Horz(TL) 0,00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Well - 240 EMMMM Scale - 1 :4.: Elm BRACING TOP CHORD Sheathed or 0-11 -11 oc purlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) C--1 1 /Mechanical, 8-1 38/0-8-0, D-9/Mechanical Max Herz B-35(load case 4) Max UpIiftC--1 3(load case 5), 8--89(load case 4) Max GravC-29(load case 4), B-138(load case 1), D-9(load case 1) NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft;TCDL-6,Opsf; BCDL-6,Opsf; occupancy category 11; exposure B;enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint C and 89 lb uplift at joint B. 3) Truss shall be fabricated per 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 responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Job Truss Truss Type,. 53906899 1 Fi1 HIP TRUSS ngton, NC 27215, Jeff Kerr 22 16:26:30 2003 Page 1 1-0 7-0 0 12-3-7 17 5 2 22 6-14 27-8-9 13 0 0 40 0-0 41 0 1-0-0 7-0-0 5-3-7 5-1.11 5-1-11 5-1-11 5-3-7 7-0-0 1-0-0 Scale a 1:68. 5.06(i2 704 M1118H 5X6 = 5X6 = 7x8 _= 5X6 = 7x10 M1118H= 20 11 500 M1118H= 5X6 = 5X8 =_- 5X6 = 2x5 11 5X6 = 5X10 M11181i= 7-0-0 7- 12 12-3-7 17-5-2 22 6-14 27-8-9 3 10-4 33- -0 40-0-0_ 7-0-0 0-1-12 5-1-11 5-1-11 5-1.11 5-1-11 5-1-11 0-1-12 7-0-0 Plate Offsets_(X Y) B`Q 3 13,Edgel, [ 0 6-8 0.3 8)s [F_0-4 0 0. 4rv&j [H 0-3 0 0 40) [f 0 3 13 Ed9e] LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) 0.92 N-0 512 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -1.54 N-0 306 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.28 1 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell $ 240 Weight: 241 lb LUMBER TOP CHORD 2 X 4 SYP No.1 D "Except' T3 2 X 6 SYP li T2 2 X 6 SYP No,2 BOT CHORD 2 X 6 SYP No.1 "Except" B22X6SYP SS WEBS 2 X 4 SYP No.3 "Except" W 1 2 X 4 SYP No.2, WI 2 X 4 SYP No.2 WI 2 X 4 SYP No.2, WI 2 X 4 SYP No.2 W1 2 X 4 SYP No.2 REACTIONS ( Ib/size) B-3290/0-8-0, 1-3290/0-8-0 Max Horz B--75(load case 5) Max UpliftB--900(load case 3), 1--950(load case 3) BRACING TOP CHORD Sheathed, BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. FORCES ( lb) - First Load Case Only TOP CHORD A-B=26, B-C -7651, C-D--10313, D-E-11877, E-Fm-11858, F-G--11858, G-Hs-10317, H-I -7650, 1-J-26 BOT CHORD B-R-6973, Q-R7010, P-Q-7010, 0-P10310, N-0-11877, M-N10315, L-M7009, K•L-7009, 1-K-6973 WEBS C-R-707, H-K 706, D-Pa-1555, E-O -637, F-N®-632, G-M--1549, C-P-3744, D-0-1783, E-N--21, G-N-1757, H-M 3749 TES ( 8) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 111 h-15ft; TCDL-6.Opst; BCDL®6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantileverleftandrightexposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1,33. 3) Provide adequate drainage to prevent water pending. 4) All plates are TL20 plates unless otherwise indicated, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 900 lb uplift at joint B and 950 lb uplift at joint I. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 513.31b down and 181,21b up at 33-0-0, and513.31b down and 181.21b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 8) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing requiredfortheoverallbuildingdesign. 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 therevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-C$-60,0, C-H--125.0, H-J--60.0, B-11 -20.0, K-R--41.7, I-K--20.0 Concentrated Loads (lb) Vert: R-513.3 K--513.3 too, buss liruss type 53906899 HIA HIP TRUSS UniversallForest -Prad ts,ric., Burlington, NC 27215, Jeff Kerr 5 - ----- ------ CAsk/4-17-3 I 11 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:31 2003 Paqe 1 9-0-0-- - I - 6 - -4-9 -2-15 40-00 41.0 0 1-0-0 5-9-1 3-2-15 7-4 9 7-2-13 7-4-9 3-2-15 5-9-1 1-0-0 Scale - 1 5x7 -.-, 5.00 FI-i D 3X6 = 3x8 = 2x3 il E F a 5x7 H U F, 0 N M L 34 -- 300 WOW- 3x6 = 3x8 = 300 M11181-17, 34 9-1-12 16-4-9 23-7-7 30-10-4 40-0-0 9-1-12 7-2 13 7-213 7-2-13 9-1-12 Plate Offsets 4 -5- XY): ID: 0 0-2- 8], W:0-5-4 0-2-81 LOADING ( pst) SPACING 2-0-0 CS] DEFL in loc) I/clefl PLATES GRIP TCLL 20,0 Plates Increase 1.25 TC 0.67 Vert(LL) 0.35 N-0 >999 TL20 245/193 TCDL 10.0 Lumber Increase 1,25 BC 0.84 Vert(TL) -0,72 N-0 >658 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0,18 J n/a BCDL 110.0 Code FBC2001 Matrix) I st LC LL Min I/clefl - 240 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 2-8-2 oc purlins. ROTCHORD2X4SYPNo.2 BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing. WEBS2X4SYPNo,3 REACTIONS ( lb/size) B-1653/0-8-0,J-1653/0-8-0 Max Horz B--90(load case 5) Max UpliftB--344(load case 2), J--344(load case 3) FORCES ( lb) - First Load Case Only TOP CHORD A-B-22, B-C--3332, C-D--3135, D-E--4008, E-F--4008, F-0-4008, G-H--4008, H-6-3135, I-J--3332, J-K-22 BOT CHORD B-Q-2995, P-Q-2880, O-P-2880, N-0-4008, M-N-2880, L-M-2880, J-L-2995 WEBS D-Q-265, H-L-265, E-0-443, G-N--443, C-Q-151, D-0-1269, E-N--1, H-N-1268, I-L--151 NOTES ( 6) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; I I Omph; h-1 5ft; TCDL-6.Opst; BCDL-6,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantileverleftandrightexposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding, 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 344 lb uplift at joint B and 344 lb uplift at joint J. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard ARM Rug 100HIIII NNW LIVUR 0 0 iomit MOMITa MOUNT 4 53906899 1HIB HIP TRUSS Reference Universal Forest Products,lnc, Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTWI[ndusfrie-s.-16-c. Tu-e AM 22 16:26: 5-6-0 11 -0-0 0 1-0-0 5-6-0 5-6-0 6-0-0 6-0-0 6-0-0 5-6-0 5-6-0 1-0-0 Scale - I PMM 3x6 - 5X8 = 5x6 = 2X3 11 5X8 = 3X6 - 5X8 = 2X3 11 12-0-0 20-0-0 28-0-0 34-6-0 40 0-0 5-6-0 6-6-0 8-0-0 8-0-0 6-6-0 5-6-0 P-1a-t-eO D-0 3 0 0-_2-4]ff"9-4 0 _-3-0 , j-P- 0-3 0-2-41, fL:0-4-0 0-3-01 N.Q-4-0 0-3-01A LOADING (psf) SPACING 2.0-0 CSI DEFL in (loc) Well PLATES GRIP TOLL 20,0 Plates Increase 1,25 TC 0.32 Vert(LL) -0.26 M 999 TL20 245/193 TCDL 10,0 Lumber Increase 1,25 BC 033 Vert(TIL) -0.54 M-N 871 BOLL 0.0 Rep Stress Incr YES W13 0.61 Horz(TL) 0.18 1 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udell - 240 Weight: 199 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 3-2-12 oc purlins, BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-1 653/0-8-0,1-1653/0-8-0 Max Horz B-1 06(load case 4) Max UpliftB--317(load case 2), 1--317(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-3425, C-D--2926, D-E--2807, E-F--3329, F-G-2807, G-H--2926, H-6-3425, I-J-22 BOT CHORD B-0-3067, N-0-3067, M-N-3277, L-M-3277, K-L-3067, I-K-3067 WEBS C-0-1 13, H-K-1 13, E-M-96, F-M-96, D-N-760, G-L-760, E-N--642, F-L--642, H-L--448, C-N-448 NOTES (5) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; I I Omph; h-15ft; TCDL-6,Opsf; BCDL-6.Opsf; occupancy category 11; exposure 0; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water pending, 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint B and 317 lb uplift at joint I. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no 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 fuss PYO I City I Ply I Centex-Orlando/1928-B & CfJsk/4-17-3 W 13-0-0_ 27-Q-Q 32-3-5 1-0-0 7-8-11 5-3-5 14-0-0 5-3-5 7-8-11 1-0-0 Scale - I a 5x6 = 2X3 11 5x6 = 3A = W - 3x13 -- 3x8 = 3A = 10-3-14 20-0-0 10-3-14 9-82 9-8-2 10-3-14 LOADING (psf) SPACING 2-0-0 CS1 DEFI- in loc) I/defl PLATES GRIPTCLL20.0 Plates Increase 1,25 TC 0,158 Vert(LL) -0,22 L >999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0,90 Vert(TIL) -0.50 L-N >952 BCLL 0,0 Rep Stress Incr YES W13 0,24 Harz(TL) 0,15 H n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/def I - 240 Weight: 188 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 2-9-15 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-3-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-1653/0-8-0,11-1653/0-8-0 Max Horz B-1 22(load case 4) Max UpliftB--290(load case 2), H--290(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3301, C-D--3027, F-G--3027, G-H--3301, H-1-22, D-E--2895, E-F--2895 BOT CHORD B-N-2948, M-N-2495, L-M-2495, K-L-2495, J-K-2495, H-J-2948 WEBS C-N--336, G-J-336, E-L--443, D-L-506, F-L-506, D-N-537, F-J-537 NOTES (5) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL-6,Opsf; BCDL-6,0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1,33. 3) Provide adequate drainage to prevent water ponding, 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 ib uplift at joint B and 290 lb uplift at joint H. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verity all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. 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 foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard 53906899 11-11 D 3M ngton, NC 27215, Jeff Kerr City I Ply I Centex -0 rl ando/1 928-B & Job Reference _(y_ 9Tue Apr ptional im 1- 0-0 7-8-11 15-0-0 25-0-0 41- 1- 0-0 7-8-11 7-3-5 10-0-0 7-3-5 7-8-11 1-00 Scale- I SX6 = 5, 00 Ff-2- 2x3 11 5x6 = 30 = 30 - 3x8 --, 3x8 = 3x6 = 10- 3-14 20.0 0 29-8 2 d0-0 -0 10- 3-14 9-8-2 9-8-2 10-3-14 OffsetsPlate _ IC:0-4-0 a3-01,[DO-3- 0- -41F-0 -00 0-4-0 0 - 3---0j LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 20, 0 Plates Increase 1,25 TC 0.65 Vert(LL) 0,20 L 999 TL20 245/193 TCDL 110. 0 Lumber Increase 1.25 BC 0.89 Vert(TL) 0,48 H-J 979 BCLL 0. 0 Rep Stress Incr YES WIB 0.22 Harz(TL) 0.15 H n/a BCDL 10. 0 Code FBC2001 Matrix) 1st LC LL Min Wet[ - 240 Weight: 193 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/ size) B-1653/0-8-0,H-1653/0-8-0 Max Horz B=1 38(load case 4) Max UpliftB-- 313(load case 4), H--313(load case 5) BRACING TOP CHORD Sheathed or 2-10-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-11- 14 oc bracing: B-N. FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3300, C-D--3028, F-G-3028, G-H--3300, H-1-22, D-E--2482, E-F--2482 BOT CHORD B-N-2968, M-N-2314, L-M-2314, K-L-2314, J-K-2314, H-J-2968 WEBS C- N-405, G-J-405, E-L--239, D-L-269, F-L-269, D-N-665, F-J-665 NOTES (5) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL-6,Opsf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provideadequatedrainagetopreventwaterponding. 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) TrussshallbefabricatedperANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibillt} 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 Inc.,Burlington, NC 27215, Qty I Ply Ljgb ncRefre9_(op -,e, tional 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 13-8-1 17-0-0 23-0-0 26-3-15 32-3-5 400-0 41-0-jr) 1-0-0 7-8-11 5-11-5 3-3-15 6-0-0 3-3-15 5-11-5 7-8-11 110-0 Scale - I I 10-3-14 6,001-12— 5x6 = 5x6 = R'. - 3x6 = 3x8 =- 5X10 == 3x8 =- 3x6 = 20--10---0 9-8-2 ME 40-9-0 10-3-14 I LOADING (psf) SPACING 2-0-0 CS1 DEFL in loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) -0,20 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0,89 Vert(TL) -0.49 I-K >972 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.15 l n/a BCDL 110,0 Code FBC2001 Matrix) 1st LC ILL Min I/defI - 240 Weight: 204 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 2-10-6 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 SYP No,3 8-6-4 oc bracing: B-0. WEBS 1 Row at midpt D-M, G-M FIEACTIONS (lb/size) B-1653/0-8-0. 1-1653/0-8-0 Max Horz B-- I 54(load case 5) Max UplittB--333(load case 4),]--333(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--331 1, C-D--3025, D-E--2145, F-G-2145, G-H--3025, H-1-331 1, I-J-22, E-F--2166 BOT CHORD B-0-2961, N-0-24221 M-N-2422, L-M-2422, K-L-2422, I-K-2961 WEBS C-0-379, D-0-590, G-K-590, H-K--379, E-M-557, F-M-557, D-M--633, G-M--633 NOTES (5) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-I 5ft; TCDL-6.Opsf; BCDL-6,0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1,33, 3) Provide adequate drainage to prevent water ponding, 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint B and 333 lb uplift at joint I. 5) Truss shall be fabricated per ANSIfTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard tA =4FIng ilk 53906899 JHIF COMMO 0;-7d _}Job _Ref ere nce,-(opfi7 Inc,, Burlington, NC 27215, Jeff Kerr s-FN"-20'0---3 —MiTek Industrie-s', Inc. Tue Apr 22 16:26:34 2003 138-1 1-0-0 7-8-11 5-11-5 5-3-15 2-0-0 5-3-15 5-11-5 7-8-11 1-0-0 scale - I 5, 00 FQ- 5X6 - 9X6 = 3x I = 1 30 =- 3x6 3x8 = W2 -- 30 = 3x6 --- i -- - I 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets (X,Y)[D 0-4-00 3-0JE0-3 00-2-4 1--'--J--1--1-11,_ F.-0- -3-0.0 2-4,Jq:011-141-010-3 LOADING ( psf) SPACING 2-0-0 CS11 DEFT_ in (loc) I/defl PLATES GRIP TCLL 20,0 Plates Increase 1.25 TC 0,67 Vert(LI-) 0,20 M 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) 0,49 I-K 966 BCLL 0.0 Rep Stress Incr YES W13 0,38 Horz(TIL) 0,15 1 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/def I - 240 Weight: 205 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 2-10-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing. WEBS2X4SYPNo.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-1 70(load case 4) Max UpliftB--352(load case 4), 1--352(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD A-B-22,B-C--3307,C-D--3025,D-E--2115,F-G--2115,G-H--3025,H-i--3307,1-J-22,E-F--1965 BOT CHORD B-0-2956, N-0-2434, M-N-2434, L-M-2434, K-L-2434, I-K-2956 WEBS C-0-363, D-0-577, G-K-577, H-K--363, E-M-579, F-M-579, D-M--726, G-M--726 N 6NOTES ( 5) 1) Unbalanced root live loads have been considered for this design, 2) Wind: ASCE 7.98 per FBC2001; 11 Omph; h-1 5ft; TCDL-6.Opsf - BCDL-6.Opsf ; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33, 3) Provide adequate drainage to prevent water ponding. 4) 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 1. 5) Truss shall be fabricated per ANSVTP 1 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and 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 ARMFEM 7M LIM"MysOWN PIRM LIF03MR111,01:13k] "I I IM EM Job Reference Apr 22 16:26:34 2003 0-0 26 3-15 32 3-5 40 0 0 4i1-0-0 1-0-0 7-8-11 5-11-5 6-3-15 6-3-15 5-11-5 7-8-11 1-0-0 Scale s 1:67.; I 5.00f 12 5x6 _= 3x6 = 3x8 = 3x8 — 3x8 - 3x8 =_ 10-3 14_ _ 20 0-0 29 B _- 2 _ I - + -- - 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X Y) [D_0 4 0 0-3 0) JF 0_4 00 s 0j LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TOLL 20.0 Plates increase 1,25 TO 0,67 Vert(LL) -0,20 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1,25 BC 0.89 Vert(TL) -0A9 H-J >960 BOLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0,15 H n/a BCDL 10,0 Code FBC2001 (Matrix) 1st LC LL Min I/deft - 240 Weight: 195lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-2 oc purlins. BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 7-11-5 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-L, F-L REACTIONS (lb/size) B1653/0-8-0, H1653/0-8-0 Max Herz B-178(load case 5) Max UpliftB-360(load case 4), H--360(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3306, C-D--3026, D-E-2113, E-F--2113, F-G--3026, G-H--3306, H-1-22 BOT CHORD B-Ns2955, M-N=2436, L-M-2436, K-L-2436, J-K=2436, H-J 2955 WEBS C-N--360, D-N-574, D-L-737, E-L=1164, F-L--737, F-J 574, G-J--360 NOT (4) 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 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 360 Ib uplift at joint B and 360 lb uplift at joint H. 4) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, LOAD CASE(S) Standard Customerr1r11045r! ORLANDO Shop53906899 9E 53906899 JCJ2 IJACK 928-B & C/isk/4-17-3 Inc., Burlington, NC 27215, Jeff Kerr 5,000 s Feb 20 2003 MiTek Industries, Inc. Tue MOM 1 1-10-3 11-11-111 10-3 0-1-8 LOADING (psf) SPACING 2-0-0 CS! DEFL in loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1,25 BC 0.02 Vert(TL) 0,01 A >999 BCLL 0.0 Rep Stress Incr YES W13 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well - 240 Weight: 8 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 1 -11 -11 oc purlins, BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) B-155/0-8-0, E-19/Mechanical, C-44/Mechanical Max Herz B-47(load case 5) Max Uplift B--67(load case 4), C-44(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--30, C-D--4 BOT CHORD B-E-0 NOTES (3) 1) Wind: ASGE 7-98 per FBC2001; 110mph;h-15ft;TCDL-6.0psf; BCOL-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 67 lb uplift at joint B and 44 lb uplift at joint C. 3) Truss shall be fabricated per ANSI1TPl 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 I I ubb I cuss I ypo, 53906899 GE2 COMMON a Job Reference I 10--4:9 1-0-0 10-4-0 0+ 2X3 11 0 20 11 10-4-0 jXD 2X3 11 20 11 2X3 11 3X6 2x3 11 20 11 2x3 11 20 11 2X3 11 0 1-0-0 Scale - I 7-4-0 13-4-0 Plate Offsets ---- -----0 _(X, )_: JG: 3 ------- 0,Edgel____ LOADING (pst) SPACING 2-0-0 CSI DEFIL in loc) I/clefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) 0,08 V >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.12 V >680 BCLL 0,0 Rep Stress Incr YES W13 0,07 Horz(TL) 0,00 L n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 96 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 6-0-0 oc purlins, BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No,3 REACTIONS (lb/size) B-364/0-8-0,L-228/13-4-0,S--280/13-4-0,T-638/13-4-0,0-113/13-4-0,P-177/13-4-0,0-123/13-4-0,N-253/13-4-0 Max Herz B-1 00(load case 4) Max UpliftB--123(load case 4), L--71 (load case 5), S-285(load case 6), T--224(load case 4), P--70(load case 5), 0--47(load case 5), N--79(load case 5) Max Grav B-364(load case 1), L-228(load case 1), S-1 24(load case 4), T-639(load case 6), 0-1 24(load case 7), P-177(load case 1), 0-1 23(load case 7), N-254(load case 7) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--185, C-D--125, D-E--100, E-F-184, F-G--117, G-H-134, H-6-145, I-J-142, J-K--151, K-L--159, L-M-21 BOT CHORD B-V-1 11, U-V-1 11, T-U-1 11, S-T-1 11, R-S-I 11, 0-R-1 11, P-0-1 11, O-P-1 11, N-0-1 11, L-N-1 I I WEBS F-S-53, E-T--338, D-U--45, C-V--51, H-0--91, I-P--130, J-0-97, K-N--180 NOTES (6) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; 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) Truss designed for wind loads in the plane of the truss only, 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 0, 71 lb uplift at joint L, 285 lb uplift at joint S, 224 Ib uplift at joint T, 70 lb uplift at joint P, 47 lb uplift at joint 0 and 79 lb uplift at joint N. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information an 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 aspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard I AMOM FFM FW 53906899 T2' Universal Forest Prod- U`cts, Inc., Burlington, NC 27215, Jeff K I-1-0-0 _ _ _ . 7 2-13 1-0-0 7-2-13 s I 2 1 Jol 5,000 s Feb 20 2003 MiTek 1 10 4-0 13-5-3 3-1-3 3-1-3 5x4 = D x-Orlando/1928-8 & C/jsk/4-17-3 faf-rent- (pptional istries, Inc. Tue Apr 22 16:26:35 2003 Pag< 19u10 8 6-5-5 Scale 1 3x6 II 8x10 5x7 -_ 10-4-0 19-4-0 1 10f 10-4-0 9-0-0 0-6-8 Plate Offsets (X,Y 8:0 0 2 0-5-13) F;O 2 6 0 0 91 [F 0.6 142 3 LOADING (pst) SPACING 2-0-0 CSI DEFL in loc) I/def! PLATES CHIP TCLL 20.0 Plates Increase 1.25 TC 0,35 Vert(LL) 0,05 B-G >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0,3E Vert(TL) -0.13 B-G .999 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0,02 F n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft m 240 Weight: 101 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-1-0 oc purllns. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X 6 SYP No.2 REACTIONS (lb/size) B=851/0-8-0, F-766/0-8-0 I Max Harz B-111(load case 4) Max UpliftB--215(load case 4), F--1 37(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-26, B-C=-1362, C-D--1054, D-E.-1049, E-F--1308 BOT CHORD B-G-1179, F-G-1107 WEBS C-G--352, D-G-677, E-G--255 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 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) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint B and 137 lb uplift at joint F. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) F. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard 19 ucts,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26: Scale - 1:7,: I 2-10-3 2 ii11 1 Q-1-£- jj131 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defi PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) n/a n/a TL20 245/193 TCDL 10,0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.01 A a999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl 240 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C-57/Mechanical, 8-204/0-8-0, D-26/Mechanical Max Horz 8-63(load case 5) Max UplifitC--52(load case 5), B-80(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--43 BOT CHORD B-D0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure 8; 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 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 928•B & C/isk/4-f7-3 53906899 GE3 Universal Forest Products,)nc., o-o 1-0-0 HM j f f Job Reference 5.000 s Feb 20 2003 MiTek Industries, Inc IM11111111111111 ue Apr 22 16:26:36 2003 10-4-0 I 1-0-0 scale - 1.19. I 3x4 = 3x4 = 2_0-0 f -1-fi 9 4 0 2-0-0 4-1-0 372-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) 0.02 F-H >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.03 F•H >999 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2001 WB 0.03 Horz(TL) 0.01 F n/a 1st LC LL Min I/dell 240 Weight: Matrix) 36 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) B 443/2-0-0, F-417/3-2-6 Max Horz B--55(load case 5) Max UpliftB--137(load case 4), F--121(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-562, C-D--452, D-E--448, E-F-553, F-G-21 BOT CHORD B-1-462, H-1-462, F-H=462 WEBS C-172, E-H52 TES (6) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-15ft; TCDL-6,Opsf; BCDL-6.Opsf, occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Truss designed for wind loads in the plane of the truss only. 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint B and 121 lb uplift at joint F. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design Information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances, The truss designer accepts no responsibiiit) 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. AIMIFFM M Elm I Job I Truss I Truss Typo I I Qty I Ply 1 Centex-Orlando/1 928-B 53906899 IEJ4 amnammm M Wa 1 _n_n 1 1.4 = 3-10-8 4-0-0 LOADING (psf) SPACING 2-0-0 GSI DEFL in loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0,13 Vert(LIL) n/a n/a TL20 245/193 TCDL 10,0 Lumber Increase 1,25 BC 0.06 Vert(TL) -0.02 A >762 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 14 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 4-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) C-93/Mechanical, B-239/0-8-0, D-36/Mechanical Max Horz B-82(load case 5) Max Uplif1C--74(load case 5), B-73(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-30 BOT CHORD B-D-0 NOTES (3) 1)Wind: ASCE 7-98per FBC2001; 110mph;h_15ft;TCDL-6,0psf; BCDL-6,Opsf; occupancy category 11; exposure B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1,33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint C and 73 lb uplift at joint B. 3) Truss shall be fabricated per ANSVTPI 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and 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 III F Ego 53906899 EJ4A JACK 928-B & Crsk/4-17-3 I Job Reference (optionalL _ 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:37 2003 a-t a-s LOADING (psf) SPACING 2-0-0 CS11 DEFI_ in (loc) I/deft TOLL 20.0 Plates increase 1,25 TC 0.18 Vert(LL) n/a n/a TCDL 10.0 Lumber Increase 1.25 BC 0,06 Vert(TL) 0.01 A-C 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 B n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl 240 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 REACTIONS (lb/size) A-144/0-8-0, B-108/Mechanical, C-36/Mechanical Max Harz A-75(load case 5) Max UpliftA-20(load case 5), B.--76(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-36 BOT CHORD A-00 0-1-5 PLATES GRIP TL20 245/193 Weight: 13 lb BRACING TOP CHORD Sheathed or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES(3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h=15ft; TCDL-6.0psf; BCDL-6.Opsf; occupancy category Il; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lurnber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint A and 76 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4° of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibiiit) 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 M •!' it « """ '' + i ';, • ;• 92-8--8--i- C/-is-k-/4----I*7 --3 53906899 H14 a k 1"'0111— eTnce_9ptii9fl ENDJACK TRUSS rversal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5,000 s Feb 20 2003 MiTek Industries, Inc. Tue 1-5-0 I 3x4 = T1 H GScale - 1: LOADING (psf) SPACING 2-0-0 CS1 DEFIL in fee) I/defl PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0.22 Vert(I-L) 0.07 B-D >897 TL20 245/193 TCDL 10,0 Lumber Increase 1.25 BC OA3 Vert(TL) 0,12 A >177 BCLIL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defI - 240 Weight: 19 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-7-2 oc purlins, BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS (lb/size) B-21210-11-5, D-202/Mechanical, C--17/Mechanical Max Herz B-73(load case 2) Max UpliftB--1 66(load case 2), D- -62(load case 3), C-90(load case 2) Max Grav B-212(load case 1), D=202(load case 1), C=81 (load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-E-18, B-E-18, B-C--5 BOT CHORD B-D-0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft;TCDL-6.0psf; 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 166 lb uplift at joint B, 62 lb uplift at joint D and 90 lb uplift at joint C. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances, The truss designer accepts no responsibilit) for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-E--60,0 Trapezoidal Loads (plf) Vert: B--6,8-to-D--113.1 AMIRM Mow ;2=011011 RVAINNEGME MEN N. 53906899 I CJ5 I JACK ue Hpr ee 1 Web:41 euua rage i_n_n A_11-11 3x4 = 4-10-3 4-11-11 4-10-3 0-1.5 CSILOADING (psf) SPACING 2-0-0 DEFE_ in loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0A0 Vert(TL) -0,05 A a354 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well - 240 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C-126/Mechanical, B-275/0-8-0, D-46/Mechanical Max Horz B100(load case 5) Max UpliftC--94(load case 5), B--69(load case 4) FORCES (lb) - First Load Case 0 TOP CHORD A-13-22 TES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15fk; 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-1.93. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 ib 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 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 Join 1 Truss Truss-TVpe 1 Qty I Ply Centex-Orlando/1928-B & C/Jsk/4-17-3 53906899 EJ7 JACK 14 I ucts,inc,, Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:38 2003 Page 1 MMIM U4 =_ 610-8 7 0 0 6-10-8 0-1-8 LOADING (psf) SPACING 2-0-0 1 DEFL in loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0,55 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.20 Vert(TL) 0.17 A >93 BCLL 0,0 Rep Stress Incr YES WB 0.00 Horz(TL) -0,00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl ® 240 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=190/Mechanical, 8-352J0-8-0, D-66/Mechanical Max Horz 8=137(load case 5) Max UpliftC--135(load case 5), 8--62(load case 4) TES (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 135 lb uplift at joint C and 62 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/t-PI 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 WEEMS AMMER Jot), Tru: 53906899 HJ7 Universal Forest Pr t-5-0 1-5-0 ENDJACK TRUSS c., Burlington, NC 27 5, Jeff Kerr U4 - Job f3eferenca s Feb 20 2003 MiTek industries, I-r Apr 22 16:26:38 2003 Hum 5-8-7 9-10-1 5-8-7 4-1-10 LOADING (psf) SPACING 2-0-0 CS1 DEFL in loc) I/defl PLATES GRIP TGLL 20.0 Plates Increase 1.25 TC 0,37 Vert(LL) 0,02 F-G >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.06 F-G >999 BCLL 0.0 Rep Stress Incr NO WB 0,26 Horz(TL) 0.01 E n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft - 240 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B 428/0-11-5, E 403/Mechanical, D 222/Mechanical Max Horz 8-163(load case 4) Max UpliftB--194(load case 2), E--36(load case 3), D--148(load case 5) FORCES (lb) - First Load Case Only TES (3) 1) Wind: ASCE 7-96 per FBC2001; 110mph; h-15ft; TCDL-6.0psf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 194 lb uplift at joint B, 36 lb uplift at joint E and 148 lb uplift at joint D. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: A-H--60.0 Trapezoidal Loads (plf) Vert: B-1.7-to-E-49.5, H--O.0-to-D--148.5 l +a 1+• +1200 0 0 r*•s CUSTOMER NA 0 CENTEX HOMES ORLANDO DIV Z c 928 ELE_VA TION B & C ROOFwrl1 4-16 0 ! DATE:_EE-0J SCALE: N. 7-.S. LIALITYARO DU5S5FOR QUALITY BUILDERS REVISION: ===T0=ATE': BY: DATE: REVISION: DATE: By: NOTES: THIS DRAWING IS THE PROPERTY or UNIVERSAL / SHOFFENER L,L.C, AND IS NOT TO BE USED FOR ANY PURPOSE DETRIMENTAL TO THE INTEREST OF UNIVERSAL / SHOFFNER L.L.C. THIS DRAWING MUST BE USED IN CONJUNCTION WITH ALL OTHER TECHNICAL DRAWINGS SUPPLIEDBySHOFFENERINDUSTRIES, INC. AND 'BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDA- TIONS.AS PUBUSHED BY THE TRUSS PLATE INSTITUTE FOR INDUSTRY STANDARDS IN ERECTING TRUSSES. ( IS LOCATED AT 583 D'ONOFRIO DR. SUITE 200 MISON, WI 53719 606) 833 5900 w UNIVERSAL FOREST PRODUCTS SHOFFNI"R I't'c_ 5631 S. NC 62 PHONE (800) 476-9356 BURLINGTON, NC 27215 FAX (336) 226-9403 Must hove a minhum cl CZ 2E CU -j x 0i 4 Pq cv cc, of 4 Inches around the air handier per the State Energy code, All duct has an r-6 insulation value. a m CD D O—J LJ Pq C-) CU --) Rating z 0 Z z LINE BY WOOD BUCK BY OTHERS STUCCO BY OTHERS RIGID VINYL GLAZING BEAD TYP.) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKFM 116 ADHESIVE CAULK, OR APRV'D. EOL, CONCRETE OR MASONRY OPENING BY OTHERS ul CAULK BETWEEN B.W. WOOD BUCK & (BUCK WIDTH) MAS`Y. OPENING INSTALLATION ANCHOR BY OTHERS ONE BY WOOD 3/I6' DIA. TAPCON BUCK BY OTHERS I-1/4' MIN. a EMBEDMENT INSTALLATION ANCHOR 3/16" DIA. TAPCON SHIM AS REQ°D. 1/4' MAX, SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS TYP.) (SEE NOTES) B.H. BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL PRECAST SILL `` 4 BY OTHERS NOTES: SECTION A -A, 1) SHIM AS REO D, AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4", D 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063_ 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH_ TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD JAMBS- SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W,}--I. EXTERIOR OF WINDOW FLANGE. F 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE A APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY_ 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH_ TO PROVIDE MIN. 5/8 IN_ EMBEDMENT INTO WOOD BUCK_ 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN_ THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLEELEVATIONRUNGS. SHIM AS RE©'D, RIGID VINYL 1/4` MAX. GLAZING, BEAD { SE£ NOTES) TYP.) GLASS TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME IAMB CAULK BETWEEN WINDOW FLANGE WOOD BUCK W.W. WINDOW WIDTH) SECTION B-B PERIMETER CAULK BY OTHERS CAULK BETW>--EN WOOD BUCK '3 MAS'Y. OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS ry E K G 1 1) WHERE WIN IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #10 SCREWS OF { SUFFICIENT LENGTH TO ACHIEVE1-3/8- MIST_ EMBEDMENT AT VIEWED" FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS. T 1-1/4' MIN. EMBEDMENT fl O FHERS 17 m TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 301>sF TO 40PSF 41 asF To 70PSF 30PSF TO 40FsF 41 PsF TO 70PsF 12 18 1/8 X 25 6 B F,G F,G F,G F,G 13 18 1/5 x 37 3/8 B B F,G F,G 14 18 1/8 X 49 5/8 B B F,G F,G 145 18 1/8 X 55 1/4 B B F.G F,G 15 18 1/8 X 52 6 8 8 B F.G F,G.H t 16 Is 1/8 X 71 F,G F,GJ,K i 7 18 7 8 X 83 B F,G F'G 1H2 25 1/2 X 25 B B F,G F,G IH3 25 1/2 X 37 3/8 B 8 F,G F,G,H'I 1H4 25 1/2 X 49 5/8 8 B F°G F.G.HJ 1H45 25 1/2 X 55 1/4 8 8 F.G F,G,H.I 1H5 25 1/2 X 62 6 8 B F,G F,G,H,I IH6 25 1/2 X 71 6 F°G.J,K F,G.J.K IH7 25 1/2 X 83 8 8 30 ]IT. 26 29 1/2 X 25 B B 8 F,G F,G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 B 8 F G F.GHJ 30 1/2 x 50 5/8 29 1/2 X 49 5/8 B F G F,G,H 30 1/2 x 56 1/4 29 1/2 X 55 1/4 8 B G F.G.H,l 30 1/2 x 63 29 1/2 X 62 8 B 8 F, F F,G.H.i 30 1/2 x 72 29 1/2 X 71 8 F,G°JK F,G, HJ 3O 1 2 x 84 29 1/2 x 83 B 22 36 X 25 B B B F,G F,G 23 36 x 37 3/8 B 8 F,G F.G,H 4 24 36 x 49 5/8 B B F,G 245 36 x 55 1/4 B B F,GH,i F,G,H) 25 36 X 62 35 X 71 B B F,G,H,I D,E.F,G,H.1 26 27 36 X 83 B 8 F,G,J°K F.G.H°1,J.K 42 x 26 41 X 25 8 B 8 8 F,G F,G,H°b 42 x 38 3/8 41 X 37 3/8 8 F,G F°GH,1 42 x 50 5/8 41 X 49 5/8 8 B B F,G,H,I F,G,H,I 42 x 56 1/4 41 X 55 1/4 8 B F,G,H,1 D°E.F,G,H,I 42 x 63 41 X 62 B B F,G.H`I D. G,H,GJ°K42x7241x71 41 X 83 B B F,G,J.tC 42 x 84 48 x 26 47 X 25 B A,C F,G F,G F,G.H,9 48 x 38 3j$ a7 x 37 3/8 8 B A,C A,C 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,I 48 x 56 1/4 47 X 55 1/4 8 A.0 F.G,Ht D,E,F,G,H.1 43 x 63 47 X 62 47 X 71 8 A,C F,G.H,d D,E.F,C,H,I 48 x 72 47 x $3 F JK DEFGHIJK 4$ x 64 32 52 1/8 X 25 8 A.0 F'G F.G F,G.HI 33 52 1/8 X 37 3/8 8 A,C A,C F,G F,G,H,1 F.G.H t 34 52 1/3 X 49 5/8 8 A,C F'G,H,1 D.E,FG,H_I 345 52 1/8 x 55 1/4 8 A,C F,G,H,I D.E.F.GH,I 35 52 1/8 X 62 B B A,C FG,H,l D,E,F,GH,d 36 52 1/8 X 71 52 1 /8 x 83 B A,C F.G,J,K D,E°F.G.J.K,J K 37 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. TITLE_ INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES I000 1500 200C DRAW I3_ B B APPROVED BY: DATE: 10109 i 0 I SCALE: N T'S DWG : FILE XOO l6 PRFPAPFn RY PROMICT A -APF itT. ENGINEF-RING., INC- 250 INTERNATIONAL. PKY_. SUITE 250, HEATHR. FLp"--32746-P C NE. 407 805-0365 Fax 407 305-0366 iuloll, SAH. A t--A, 3 i X 2 v 11000 S'K i -; - X -S KULLIuN P T GN E- 6 x 2 IS L L r- TAPPiN,-: SMS' WINTJOV LL I CN FAPFING SMS X 8 TIUH MUILLID-N 8 X I /;-D -S F- LF TAPING &4-7 SEALANT 31--jwEEN TNDOV FLANGES W X - I-IA2 SELF p", 7 ',-- P7I f x SE- ALAN T PET WEEN T A:7FlN1. lr-: S>-s MULL L.- APPINS S NIS X X 4UK KULL 10N w1w ro. 11ETAIL C 11/ 4- MIN EX ENTEY ' WOOD-- 3i - K Ey 4c, X SEALANT BETw -EN VINIDO" w' F1 ANn--;-S WiLLICN A TER uo 71A.aDTMr-, T AT; ITYF;-, I 6- x S E LF ME-ME0 t7XTt-iR:0R TAFFING, SNIS N T vNa x i-i/2- TAPP-,' 4G SMS Fed. EIS V; A A ij 7D jNTYPit-AL U i iON Tfj -ONCRETE LAI[) C Appi-iEES T C) HEAUD -8c SILL 'WHEFRE E X -4 INSTALLATION' ANCHOR SILL CLIP EM3EDHEN7 7 T I ByE;HERS w! til qY Pl RIF ml; i TTIN TT INTERNATIONAL. INC A -EXTRUiJ1-- SANFORD, FLORIDA FLO R111) h -r--'E R S TITLE: t tv-'. i UUU/ i ---,2JU F LHINUL 3 F1 c- i T f x SHEl FOR 7 -SSUR C-41PAC T 1 ES DRAWN 13 Y: -S' APPROVED BY. T% A IP'Ll. qf-.4 T p - P,. i -T 4\ nwr- SERIES 1000 & 1500 FLANGE VERTICAL DESIGN PRESSURE UAF'AUIIIE) CAPACITYCAPACITYCAPACITYCAPACITYCAPACIIY ApACIfy C4PA ACITYCPACITY CAPACITY 1, CAPACITY 1 CAPA T CAPACITY 2X4X3/8I5X3/81 IX4XI/8 1 X4)(1 /8 1 X4X3/8 1 X4X3/8 X2 7/16m/B IX2 7/lf-,XI/8lX2 7/103/81X2 7/1WINDOWIX2XI/8 1 X2X3/8 1 XZX6 b BE MULL [TUBE MULL JUBE MULLWINDOWIX2XI/8 JLL JUBE MULL i TUBE MULL TUTUBEMULLJUBEMULLiTUBEMI4 ANCHORS 6 ANCHORS 6 ANCHORSTUBEMULLTUBEMULLTIP -TO -TIP L RS RS 4 ANCHORS ANCHORS4ANCHOCALLJUBEMULLTUBEMULiTUBEMULL2ANCHORS14ANCHORSi2ANCHO -CT. A-A(6) S A-A(71 EECT. A -A - (3 SECT -A(4) SECT. AFiSIZE2ANCHORS4ANCHORS2ANCHORS4ANCHORS I i SECT. _:SF 12 19 1/8 X 26 336.52 732.42 692.83 336.52 732.42 13 19 1/8 X 38 3/a2O9.72 1317.66 209.72 429.55 209.72 46 14 ti 9 1 /8 X 50 5/a 131.23 131.23 152.75 177.46 152.75 19 3.9 2 145 19 1/8 X 56 1/4A4.13 94.13 127.29 127.29 135.81 139.09 15 19 1/8 X 63 65.97 65.97 89.21 89.21 97.48 97.48 16 19 1/8 X 72 43.49 i 43.49 158.81 58.81 64.27 17 19 1/8 X 84 26.96 26-96 36.45 36.45 39.83 39.83 IH2 26 1/2 X 26 262.87 572.13 262.87 it 541.20 262.87 572.13 I H3 26 1/2 X 38 3/a-, 157.93 239,21 157.93 323.48 157.93 y 343.74 11-14 6 1/2 X 50 5/a'97.25 97.25 113.20 131.51 113.20 143.71 I H45 6 1/2 X 56 1/469.43 6.43 93.89 193.89 1 100.17 1 d2.59 11-15 i 26 1/2 X 63 148.44 14844 t 65.51 165.51 71.58 71.58 1 :H6 2 61 72 :31.79 1 31.79 42.99 142.99 46.98 4-i-L-i 46.98 1 H7 It 26 1/2 2X X 84 19.62 19.62 26.53 28.99 28.99 22 1 37 X 26 216.75 23 37 X 38 3/8 122.22 24 7 X 50 5/8 73.34 245 37 X 56 1/4 51.97 25 1 37 X 63 36.01 26 37 X 72 123.47 27 37 X 84 14.39 119.85 90.09 55.84 262.87 157.93 4 m, 88.01 65.86 140.64 79 12 493.47 740.20 359.41 r---T 539.12 1; 319 . 55 460.17 282.02 423.03 9212.62 1212.62 1131.79 131.79 F- i 618.52 l 927.78 371.61 i 557.41 266.35 399.53 235.70 1; 339.42 1207.10 236.83 115544 1,155.44 95.93 95.93 471.75 216.75 1471.75 1216.75 It 471.75 2 16.75 471.75 1510 185.12 122.22 250.32 122.22 F266.00 122.22'266.00 287.571 73.34 18536 9.17 36 108.37 85.36 151.91 200.861 51.97 f 70.28 t 1: 70.28 74.98 i 76.79 74.98 107.65 176.43 36.01 48-70 148.70 53.21 53.21 65.43 74.59 153.96 23.47 131.74 i 31.74 134.69 34.69 8i4.62 48.62 114.76 14.39 119.46 i 19.46 121.26 12 1':*2 E. i 29-81 129.81 70.36 32 53 1/8 X 26 191.61 417.04 i 191.61 1394.49 33 3 1 /8 X 38 3/a' 98.38t 4 198.38 201-51 34 3 1/8 X 50 5/8,56.23 56.23 i 65-45 76.04 345 3 1 /8 X 56 1141! 39.32 T-, 1 3- 9.32 53.17 53.17 35 53 1/8 X 63 26.92 126.92 136.40 136.40 36 j 53 1/8 X 72 17.34 117.34 1123.45 i 23.45 37 1 53 1/8 X 84 10.51 1 0.51-- 14.21 14.21 SERIES 1-000 & 1500 FLANGE VERTICAL MULLION DESIGN PRESSURE CAPACITIES SHEET 2 OF 2 NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON FASTENERS REQUIRED AT EACH END. B) DESIGN PRESSURES GIVEN ARE, FOR 1.5 X 7410.20 539.12 L479.33 1423.03 296-98 184.08 740.20 539.12 479.33 1423.03 618.52 1927.78 1927.78 371.61 266.35 557.41 1399.53 E f 557.41 r399.53 1 235.7d i 353-55 353-55 207.10 310.65 1310.65 217.11 133.99 1 217.1 1 E 133.99 267.38 1214.02 191.61 417-04 6r"191 IJ*1 4J7.G4i 450-85 676-28 1450.85 676.28 98.38 214-14 3 8 1 231.50 i 347.251 1 231.50 6347.25 L5.45 it 83.09 65.45 1116-47 A 34.00 231.01 154.00 231 .01 156.73 53.10 56.73, 181.44 133.48 192.22 1200.23 139.78 39.78 148.91 155. 1 5.08 i 131.60 115 08 1172.63- 25.62 125.62 35.92 35.92 84.77 184.77 97.21 118.41 15.53 I 15.53 21.77 21 77. 5 91-39 1 71.7 - ----------------- j71.78 JU 4 r-" Olin) 765 431.36 301.29 264.64 230.94 197.41 156.97 UTLE:-F T iL3 VLE-,r,-T A' F R, 1 5 0 G' DRAWN BY: APFROVED BY: DATE: ri- 1 /3 1 /L-322--' SC : UALL DWG.: ALE 1 VK m SHEATHING BY OTHERS PERIMETER CAULK BY OTHERS SHIM AS RE'Q'D SEE NOTES> CAULK BETWEEN DOOR FLANGE SHEATHING a Ax 1o uD . _ _ - . - _ _:- 6- SLIDING GLASS DOOR FRAME SILL 6 s INSTALLATION ANCHOR I18 SCREW TVO BY WOOD BY OTHERS 1/4' MAX. SHIM SPACE. I-I/8' MIN. EMBEDMENT EMBEDMENT 4 I-I/4' MIN. a p p LIBERALLY APPLY --J CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/I6' DIA. TAPCON SECTION A -A I DOOR WIDTH SLIDING GLASS DOOR FRAME JAMB TEMPERED GLASS TYP-) SECTION B-D 4' MAX, SHIM SPACE T tO BY VOOD I-I/8 MIN. BY OTHERS EMBEDMENT EXTERIOR E`-EVATION 2 PANEL DOOR SHO'uN SLIDING GLASS I HOOK STRIP SHIM AS REIQ`D. SEE NOTES) INSTALLATION ANCHOR 8 SCREW WMI SHEATHING BY OTHERS TEMPERED C TYP.) SLIDING FA INTERLOCK INSTALLATION ANCHOR HOOK STRIP DETAIL I-I/8' MIN. EMBEDMENT Pt T S: 1) DOOR MATERIAL: ALUMINUM ALLOY 6063. 2) #8 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 €-1/4' INTO MASONRY OR CONCRETE. 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET, 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE & CONFIGURATION TO FINISHED OPENING, PLACE INSTALLATION ANCHORS. IN FRONT OF HOOK STRIP AS SHOWN, 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM C1300 GLASS CHARTS. 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 10) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 11) SHIM AS 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- 13) WHERE 'X' REPRESENTS MOVING PANEL AND 'O' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. 14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS RAVING, HqyEVFR INSTALLATION SECTIONS 'A -A-, 'B-B' & HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIONS, 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN_ THIS PRINT ALSO APPLIES TO BOW SERIES AND 500 SERIES. REVI DESCRIPTION DATE IN AEXTRUDERSFLIINT. INC. SANFORD FL. TIC .- SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS DRAWN BY: EB APPROVED BY: PATE: 12/17/01 SCALE: EFTS DEG #:-.LEX0027 SHT I OF aaroaoc as v.,.. ckone ,T x nPAI TrATTW FNGENEERIt . Its._ 250 INTERNATIGNAL PKVY., SUITE 250, HEATHtROW. FLORIDA. 32746, 407-905-0265 FAX 4o7- 0356 8 SCREW INSTALLATION A CHDR CHART NOMINAL. DOOR QUANTITIES IN HEAD & SIC.1_ QUANTITIES IN EA, JAMB QUANTITIES IN EA. HOOK STRIP DOOR SIZE AND SIZE UP To 46 PSFTO 61 PSF TO UP 7Q 46 PSF TO 61 PSF TO UP TO 45 PSF To fii PSF TO 6Q PSF 70 PSF CCONCIGURATICON 45 PSF 60 PSF 70 PSF 45 PSF 6(1 PSF 71 PSF 45 PSF 4068 Xx, OX, XO 48 X 80 6 6 6 8 8 8 8 8 8 4 5068 XX, OX, XO 60 X 80 6 6 6 8 8 8 4 6068 XX, OX, XO 72 X 80 8 8 8 8 6 8 4 4 8068 xX, Ox, XO 96 X 80 10 10 10 8 8 8 4 4 10068 XX, OX XO 120 X 80 12 12 12 6 10 10 10 5 S 5 5080 XX, OX, XO 60 X 96 6 6 8 10 10 10 5 5 5 6080 XX, OX, XO 72 X 96 8 8 10 10 10 10 10 5 5 5 8080 Xx, Ox, x0 96 X 96 10 12 12 10 10 10 5 5 5 10080 xX Ox XO 120 X 96 12 6 12 12 12 6 6 6 50100 xX, Ox, XO 60 X 120 6 6 12 12 12 6 6 60100 xx, Ox, x 72 X 120 8 0 8 10 12 12 12 6 7 8 80100 xX Ox XCO 96 X 120 10 IQ 8 8 8 4 4 4 9068 OXO 109 1/8 x 80 12 12 12 8 8 4 4 4 12068 OXO 145 1/8 X 80 14 14 14 8 8 8 4 4 4 15068 OXO 181 1/8 x 80 16 : 16 16 8 10 10 10 5 5 5 9080 OX[O 109 1/8 X 96 12 12 12 10 10 10 5 5 5 12080 OXO 145 1/8 X 96 14 14 14 10 10 10 5 5 5 15080 OXO 181 1/9 X 96 16 16 16 12 12 12 S 7 8 90100 Ox0 109 1/8 X 120 12 12 12 i 12 12 5 7 84120100Ox01451/8 X 120 14 14` 14 12 8 8 4 4 9068 xxx 106 5/8 x 80 12 12 12 8 8 8 4 4 12068 XXX 142 5/8 X 80 14 14 14 8 8 8 4 4 4 15068 XXX 178 5/8 X 60 16 16 16 8 10 10 10 5 5 5 9080 xxx 106 5/8 X 96 12 12 12 10 10 5 5 5 12080 XXX 142 5/8 X 96 14 14 14 10 10 10 10 5 5` 5 15020 XXx 178 5/8 x 96 16 16 16 12 12 12 6 7 8 90100 Xxx 106 5/8 x x 120. 12 12 12 12 12 12 6 7 8 1201 00 XXX 142 5/8 120 14 14 14 8 8 4 4 4 10068 OXXO 119 5/8 X 80 12 12 12 8 8 8 4 4 4 12068 Oxx 143 5/8 X 80 14 14 14 8 8 8 4 4 4 16068 OXXO 191 5/8 x 80 18 18 18 8 10080 Oxx0 11 /e x 12 12 12 1 10 1 10 1 10 5 5 5 12080 OXXO 143 5/8 X 96 14 14 14 10 5 5 5 16080 Oxxo 191 5/8 X 96 18 18 18 10 10 12 6 7 8 100100 Oxx0 119 5/8 X;12 12 12 12 12 12 12 12 6 7 8 120100 OxX0 143 5/8 x0 14 14 14 12 12 12 6 7 8 160100 Oxx0 191 5/8 X 18 18 19 12 4 4 4 10068 xXxx 11 1/4 X 12 12 12 8 8 4 4 4 12068 XXXX 141 1/4 X 14 14 14 8 8 8 4 4 4 16068 Xxxx 189 1/4 X 80 16 16 16 8 10 5 5 5 10080 xxxx 117 1/4 X 96 12 12 12 10 10 10 10 5 5 5 12080 XXXX 141 1/4 X 96 14 14 14 10 10 5 5 5 16080 xxX-X 189 1/4 X 96 16 16 16 10 10 12 5 7 8 00100 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 12 5 7 160100 Xxxx 189 1/4 X 120 16 16 19 1 ANCHOR 1> FOR NOTES. MASONRY OPENING w/T\, CO BY WOOD BUCK USE SAME ANCHOR QUANTITIES. 4 S° ~a; •4 1, ... a .. FLORIDA INT. IN. SANFORD, TI ILE-, SLIDING GLASS DOOR i pEe'fcj f-'4RFzTaf;& W tll'14. (FASTEST MILE) 110 MPJ4- (3 &E5T) WIND IMPORTANCE FACTOR = 1 UJIND EXf'05URE CATEGORY = 13 AFFLICA5LE INTEFNAL FRESSUFFE COEFFICIENT ± 0-18INCLUDED IN r)F-5*N WIND LOAD) DE- S16;NWIND LOADS - WALLS = +22 , -18 fl5F ROOFS > 20, -20 fl-1,F30 F5F AT OVERHAW-5) 1 P11 " "168u 'EikmoEr—'% L NOTE" SHEET llk'4'ur"*%E KA Z5AI. DO NOT SCALE THESE DRAKN(5,5: WRITTEN DIMENSION5 AND NOTES SHEET NO SHALL OONTROL, CONTACT THE FIELD t-lANAc-',F-R WITHANY CONFLICTS IN THE FLANS BEFORE EEOINNINC. WORK_ C 2, ON - SITE \/ERIFIL',ATION OF ALL CWENSION5 AND (-ONl::lITlON5 SHALL BE THE RB&FONS151LIT'I' OF THE SUB -CONTRACTORS. EACH 5U5-CON-l-;,;llAC17Of;F Al SHALL REPORT TO THE FIELD MANAGER ANY Disc REFANC"ir OR OTHER A2 allES71ON5 FER7AININ& 70 THE 1:;>RAAINC7S ANO/CR SPECIFICATIONS, 5, IT 15 THE INTENT THAT 7HE5F- DRAWINGS BE IN CONFORMANCE WITH THE A3 2001 FLORIDA SUIL1711N& r-0177E, AND ALL AFFLk-,ASLE: LOCAL, CITY, A3.1 COUNTY, STATEANI:;, FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND f;, pE5TRICTI\/F- COVENANTS CO'\/F-RNIN<STHE SITE OF WORK. A4 4, ALL TRADES 5HALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND A5 FERFORM ALL JeSORK NE<fESSAR, INDICATED, REASONABLY INFERRED OR, REMIRB17> BY ANY C DE WITH-UR.I51:;lIr-TION TO COMPLETE THEIR eCOFE Si OF ksORK- S2 5. ALL 34"X22" AND 56"X:24" FLANS ARE DRAM TO SCALE 1/4" = 1'-C", EXCEPT FOR, THE 511:E AND REAR EXTERIOR ELEVATIONS WHICH ARE SID DRAWN TO I/V' = ALL I'7XII FLAN5 ARE DRAWN TO THE Si -'ALE 1/5" = EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DR TO 1/16" = P-O", COVER SHEET FOUNDATION PLAN, FOUNDATION DETAILS FLOOR PLAN, INTERIOR ELEVATIONS EXTERIOR ELEVATIONS, TRUSS LAYOUT STRAPPING SCHEDULE ELECTRICAUHVAC PLAN, RISER DIAGRAMS LINTEL DIAGRAM, LINTEL LOAD TABLES STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS FOR OPT. CVD. PORCH Limm jl In L---,- -J 0 OicR Np. T"'ATREATEDAco"""71, AN, @>MRONOLIT IC SLAB CMU STORY 6%CT %AWBARPIER - SPR`E 0 O%ER Px P.T. BOTTOM OVER TREATED COWAC= fXL TE W3PLA2- O/C / AND -0- f7OIC 2 p 5 BARS MONOLITHIC SLAB FRAMEHO_ E STORY 1 ely 3-V 9. 5,-Iv -, , 61 61 OFTIONAL 3&' X 42' X 4=9- PAD -tf-j rgo VARIES 3) SLAB NON LOAD BK WALL All CAT. 0 6 3 2" RESAR S.APOVERTREATEDCOMPACTEDFLL OVER 5 M& 1 5 REBAR CONT. WW2;= VAPOR SIT P e .1 5 REBAR CONT. OVER TRI O%ER 6 MtI # VAPOR BARRER COMPACTED JU OVER TREATED COWACTED FILLGRADE THICKENED SLAB NON BEARING Qy) DEEPRE,SEED SLAB SLAB BEAR! z CONC. PATIOS NON BEARM SHOWEROXENTRY NON BEARING @ GARAGE WE 4 C.OF44EF- BAR ml11 NO,_ N dy STD, &,8 LDIFEL PLLED W5BARN-5 LONT 5 HORIZ. CAR cm TOP CO(IfRSE voRm-Nt PsSp. CHAIR BLOCK W/I -5 SEE PLAA LINTEL BEAM_ REINFORCING SINGLE COURSE UNTEL CHAIR BLOCK UNDER FRAME ANCHORAGE TAPCON: E,LOr--K TO EXT. FfRAI-E SHEAR STRENGTH x DETAIL DENOTES PIPE C,oN CVK)N (TYF, 5F? SHEAR STRENGTH PASS TK A ANCHORORANCHOR U'- TWE T STEM WALL OX Di DETAIL DENOTES PPETAPCON: 3/16 0 12 EMBEDMENT HOLLOWIGBHL ATOCK IG THRO H FOOT0,4', SLEEE SHALL SE F &SIN EXP. BOLT: 1/2' 0 48' O,C. 3/1 1-112' SHEAR LBS 2 SIZE LAB6rER THAN o 5LEE%-F SkALLSOI1/4 1075 IBS. GPOLITED - LID FIFE PA15SR41, Tw-l-k- AF?, PIPE 2 SIZES LARGE BOLT: 1/2- 0 48' O.C. X TEST REPORT11 150-20068/ SLEEVE FAS&Ok, PROFESSMAL RMCF W-DUSTFUES,INCSEE MFG SPEfS, FOR 9T SIZES -i, TFQWCAL INFORMATION y EXPANSION BOLJS: 15LA5 LAOER BEE FOLINDATION Iml-AllRAWLSFORREBARCAJANTiTY E A JEUAL'W 04I I ZUSqTTPLlNFQOWIRL SEE FAOTOIOTNtP LANIR— AT- 25, MK clOVEAP T.tTA. 11Iql. FOR 5IZF7 GROUTFI) 5. 1, 5' LOS- 1176-51 L&S- RAWL-BOLTIMASONRy 2- j / I- _ TYPICAL FOOTING DETAIL P1/21 24831S- 253 J 1,( NOLITHlr- F0UNl;)/&, Tl0N r,>57AII-5 MAXIMM SFAF-INS LIF FILLET-1 CELLS tft CELLS THAT CAN PE-JST A U30 MT` H- LOAD LIESEN WALL FI2E5EL62E T = 72 P5F MA)a" IM ALLOW BLE TENSION ON HOLLOW CORE LfNffS I5 75 FSEd, - ALA- Sa TAELE RJA kC.TTON FMPERTle, 8* PARTIALLY EORCKITED WALL 7 95- 43' Ot-50NARY STFlETLIFES AF-JJ M = f'; /8" S = W-L-L>32/ 8XT = 95,43 I = 0A FT. t6E FDRIZ SPAERF, q'-4' CEK-W, MAX. DES = 13) USE 6'-0* KIRJZ, SPAr-IhG 10'-0' TO 12'-8EEtL-fW. MINX Lr.E HEIPJZ. SPAZU4. - I2-W TO L8'CE0-tIG MAX 9 ADD UNTEL W AI +5 CONT. @ 9`4- IZT. !-/- 87) THIS STFLF-TIF- E HAS8EENDESF-04ED TO MEETOR EDI'FFTT THE W M- PH. 3 SEF-OhU GUSTS ;-00LOAD IREMOZE!'134T5 DF TT-FE FLORJOA FLNI-ONE, C-013E 2004. 11 PRECAST THpz--+ iOLD EOLRVA lfN5LAOMOTE: 3 112' COW- SLAB K/FIE5OTt-r,-5H OVER & KLVAPOR E5A,-ZRlFR ON GLPiELL COMFACTED TERMITE- RE-51STEAN, ANT TF- EATEV, FILL OR 11 RE6FUT 2- SYSTEM - T-P) V\ 11 z I x 2, m GAPAFDE FOUATION f- l- AN VJP- NOTE0-4- E93LBLE LINTEL PEAELE I 1 END DETAIL SHEET 52 ELEVATION ' A' ONLY I 'F- - - L - exr Fll' 201-0 3/4' 3AI, FEcu&.wo0RM pooR I h T , P SABL DERIBLE UNTEL E END DETAIL SHEET 52ELEVATIONSW4 H' 3'-4 11V -1 13-4 BARABE 201-0 3/4' L 111L r- - - - 9- PALRTIAL FNP. PLAN C, ENOINEERINOMONOLITHICFOLNPATtON F'LAN5 U 6 m- KITCHEN A SCXE- '4'=r-V KITCHEN c AT OFT_ I--- j 13ATP E 1 ICR ELEVATIONS KITCHEN 5 5(-&E- V4'=F-2° OPn2t& AC LOCATZR C4A , PA- 40'-V V-4- fW 255H f-21/ -2W jl 2551 f+W -28) SU',V8 SSD, V- 5B A TH I a FIAT r 171 E3EDRQC J T-6 314' ; N CAREAT Ra SEE OUNDATION PLAII FOR f.LED CELL ION A" FTO M 5 1/,2' t44- E% OT NOTEP. AREA GALGUL ONS' 15T FLR LIVIW- I-f2a 5F RWRICANE 5AJZA&E 426 5F ENGINEERING C-OVEREDEN4 2-15F Z= TOTAL! 2551 SF 3\ T cv T L arBEDROOM 2 KITCHEN T E3 TH LJ LON @ T 5' RANCE o L r4 E cr ui PININ6 V fi T VILAT vRl lb'- 1 114' ry I FJA LIVING, 01 ry toIFATTtGIxTNL J F, LIOM_ AffR HANDLER To 14AVE MEN, CF 4' ClLEAF,4Pr_E ON ALL 51DE5 AND ENCLOSURE SPACE 5AALL BE MW4_ L" UDFR THAN AY—LL4N E 21/4' 2068 jGARAGE FOYER V P T 60" 51-F" FLOOR PLAN \V 4f% E3EDRM #4 T T 20'- C 3/4' LW-O 3/4' ENTRY 2) 255H BL=Bm. UO; DS 4r OC f+W -28) iBl_ Dl x T-O' OR C-4.R. DR, f+19/ -2v 1 7- 0. (.19/ -2zi) -4 V-0- PARTIAL FLOOR, PLAN*W$ 701- 0 3/4' 4 NIRY ca 7) 256H LCOMMWCc211 -28) IS'- O' X T-O' OR BAR. OR, 19/ - zv RE PP82T3Pa. 2'-Pi I T- VI 5'-4' 13'-4* jai FLOOR FL-ANS I- NOTE: SENGINEERNOTESEETRUSSMFG ING AN1) LAYOUTS FOR TRUSS -TO -TRUSS CONNECTOR RAG F T 55 ANC-HOFZAGE, MQ-Tr- Lr,-m (1) TYFE 'C' (of, NE TEES FOR TF44'55TO FRM U61- L OR ee4m C101,M-NON LPCE56 NOTED OSE NkLa; 2 ) USE ( 1) TYPE 'A' <OR NTEF1CkAM TM) FOR TFIr55 TO 5LOCK UALL Clot" ECTION (UNOJ 3) LiSE FRm *& -M (0,R NTEfW-AAW--,FA5LE TfEFOR ALL JOIST C-OMMECTION5 ( LP40) 4) USE (3) Y-d OR (3) AN . 3 V4' PA5ELOCE C LN NAILTO FASTEN JACK To 4F CJfRDFJ;?- <T48) SAM_E TR455E5REGAfi (V TYFF 'A' OR (#) TYPE 'f-' 5TRAP AT 4W O) K-, FF()M CZNMR OF TFRIIS 5 CONNE ALL 5TtX>5 5ELOW C-T EfR TRI55F5 54ALL !3E EITHER CTED 59'IF50N e4-4 $TRAP5 TOP AND 50TTOM N ADDMON TO OTPER 5ON F11- ANS, 5MARLY, 4X4 FO5T,5 REOLRE EACH END- 4X6 F05TS f;EOURF (3)--1F4'.OT4 EACH E V. 1) 50TTOM HALF OF MTS* TF&'-'6 5TR,4F'5 SHALLBE EM-ER tiEATLY UAZAFFEDU4VER DOL931- E TOP PLATE OR NEATLY FA5TEW-D TO VERTICAL STUD OR FC*T S3EPEND#aYON AL OF GIRDER AND 5TtlDs OF POST aELOW ROOF TRUSS LAYOUT ' B' Foor MM4 12 1,ol STUCcocN LATHSTUD EXTEFdOR U14LLS MR) SEE POST 55F- 4Ff'ft1 STUC,'o DETAIL FNUj-jATIC EC2UIVALENTMAY5ESUBSTITUTEDFO,R PLAND NAIL DF-EbSNATIONS' 01;,'El:: BANDS iiA terl- -- RASED ON 'NATIONAL DE5iCN FOR UCG1Q C01, r5TF1Y--TION FROMCOW -FETE aLOCK FXTTABLE 8,0-- - 'NAILE AND SFfKF5 —UED FNIS44 ON CM LATERAL LOAD Di Sr N VALLIES' _ _.. L--L__l. WALL5 (TTFI) ed 103- ]E I L I5WEARVALLEfl$-d E]E10' lod D - STL 5Ah fTYFJ Lod —]DUO E71 El EFF,ONT ELE\// ATIONCORAL'C SCALE U4- - 1'- 0' y 0 LSTA- 30 'D' STRAP f131 T-4-- 5 ITYI',l HALFCOLLM JFLAOL HALF COLUMN DETAIL 0-4 LOADING: FIBERGLASS SHINGLES 8-0-0 PLATE HT SCALE: NITS MEAN HEIGHT: 15'- 0" WIND SPEED: 100 M.P.H. TC LNE: 20 psf SPACING: 24" O. C. TC DEAD- 7 psf8C UVE: 0 psfDESIGNBY: CM DC DEAD 11) PSI DRAWN BY: KSB TOTAL, 37 psf DUR FAC: 1. 25 GALE: W.S- ROOF PITCH I R I C-- 2HT SIDE ELEVATIONOFF RID,--F VENT CEMENT TEXTUF C' FN154 ( T-I' FJ or! LEFT SIDE ELEVATIONC= 3 OFF RiZIGE VENT SCALE I/&' . 1'-0' ei4ft 3LES ENIGINEERIN(3 7 TEXTURED REAR ELEVATION I 444, r LI`- , 5 m LL w co N till fit j w 0 lit sheet: 003 A3- C Of T L -... IMPSON O OT ODE DESGRI iON OOMPLIANOE LISTING FASTENERS DESIGN LOADS (LB5) UPLIFT MAX. DFLISYP 5PF A META18 CONCRETE STRAP SBCCI 9603 1)ply 14-10dx1.5", 2 I 10-16d 1500 1495 B H5 HURRICANE CLIP NER 393,422,432 4-8d, 4-8d 1485 455 265 C MTS16 TWST TIE ICIER 413 14-10d 3116 1000 860 Q LSTA30 STRAP TIE NER 413, 443 22-10d 1670 1670 E HUS26 SINGLE FACE MOUNT HANGER NER 393 14-16d 6— 16d 10000 1550 1110 E HUS26— 2 DOUBLE FACE MOUNT HANGER NER 393 4-16d 4-16d 8033 1080 775 ML MBHA3.56 7.25 MASONRU HANGER 8" SBCCI 9603 18-10d, 2 ATR 3 40 x 8" 5955 1885 1355 MH MBHA3.56 9.25 MASONRY HANGER 9.25 SBCCI 9603 14-10d, 2 ATR 34"0 x 8" 6050 3145 2260 MG MBHA3.56 11.25 MASONRY HANGER 12" SBCCI 9603 14-10, 2 3 4"4 x 8" 6050 3145 2260 a HD8A HOLDO TO 3" WOOD NER 393,469 3 ATR 7 8"O A.B. 28667 6465 4650 Q SP4 TOP PLAT ANCHORS 4X NER 432,443,499 6-10d x 1.5" 2917 735 530 R SP6 TOP PLATE ANCHOR 6X NER 432,443,499 6-10d x 1.5" 2917 735 530 X HGT-2 HEAVY GIRDER TIE DOWN NER 432 8-10d 3 4"4 or LBP 5 8"0 28333 8665 6485 AA BC4 POST ANCHOR & CAP 4x4 NER 421 3-16d 3-16d 3100 980 - 700 BB BC6 POST ANCHOR & CAP 6x6 NER 421 6-16d 6 —16d 4700 1050 750 CC BC46 POST ANCHOR & CAP 4x6 NER 421 6-16d 3-16d 3100 980 700 GG HTS20 HEAVY TWIST TIE NER 413 24-10d x 1.5" 4430 1450 1245 11 HD2A HOLDO TO 3" WOOD NER 393,469 2 5 8"0 12150 2775 2000 M M HETA20 HEAVY CONCRETE STRAP NER 393,469 1)ply 14-10dxl.5'2 114-10d 1735 1495 LL HHETA20 CONCRETE STRAP NER 393,469 1)ply 17-10dx1.5", (2)ply 15-16d 2130 1860 00 MTT28B HOLDDOWN NER 393,432 24-16d AND 5 8" OR 3 4" DIA A 4455 4455 j Z) z G I QUANTITY MI T CAE T A 40A 2)F a 0 R 30A 2/P 10 1 1e R 20A i Y2 i i RATC R 20A W 12 540 1 i - DISPOSAL 20A W 12 540 I i WAVIER 20A UP 12 Em 2 2 APPLIANCE 20A UP61ALL b 6 G-EP£2td. Ls43TfP3_ A ltP id a85Pi 1 , R 5A VP 14 em 1 g PADDLE FANS (L6) 15A VP TOTAL MATTS) - 30Z30 I st 10,000 WATTS AT 10 -- - 0,000 WATTS FEMAND_R - _-- 8 WATTS AL. 3,000 WATTS -- 30M WATTS TOTAL 21152 ATTS TOTAL LOAD AMPS S3.13 AMPS SERVCE SIZE 2 10 SER CABLE METER 150 A MLO DRYER 10I3 W3 4 BARE PANEL SMALL AFF12n M, aw, UGHTW, CR 14/24 W3 TO FFL TR4145— a° GROND ROD 14125 ELECTRICAL R15ER D1A6Ji50 A 4 KRE 5ER\/ICE mim 2° YTR i in° 11R° LAY LAV 2" Y.TR2 ar- 3- TUB 14 f 3° w _21, LAV 1 !a'- 3' — JJ KS. 3 3 2° 2° 3° wit 3° 3' 2 TU5 3' ig28 PL iiVC fit{ D1r46_ SO ' ' T, ELF- f-TRICAL 4 E5ENL7 FAea- r TIX{ nuTF . ry Mf ¢ ZT t TS F91 PYMdff W6i[T A/ C _ 4 ff*AUST £Ati 4 b -y wT91 3 — — N T — 1 ODt x9Ctt S U T s %9K£ 0£'S_CT4RSY,G MIXRii j vp f fR. PP.4CYSM9%£ iJ£xCiq? HALL M"T @ arn.1T 0 aa+cnmr a x i flURffiQNT FIX 1.FLT4'+nNEL F3AC8I ucaTs n c14+K-. FRdd ab tb arse) a F cT OPTIG4 kr- LOCAi j} jjNF/X\ II 1 ceFcsm3 L1 I.C. sx4 ceFm «a 7' b MREAT44FAN AID Lr.M GREAT ROOM TO P.E6% cwp TCGF - ytT cv AT OM V,69TYIIDX6 L 6s 1 1 1 9° q 2x6 BEDROOM 2x 1 T iGFJLN FM PREWRFJOPT) ! B I 2 1 - a 9Pl>rb aP 0 - F Y jj vs _ In m a w sAv FRL(CTJ 8Y,4BEDROOM 3 ;35DRIERVFNT ILL x/ 3 i 4 w aa- x a , 5LAa err e.-c»z 2• 24 X i8 iL=G CF LFAM OPT) --- ` aPan am. PST _p, _ 18i X V PL=a4 / A 1 # 1 A 4T - Ft T 5Y (y Z 6° ( D S- Er TL .- _ - ._ (J J hL? 1€ MR OANDLEk TO HAVE 00 3T' Ac£ a.A-IlitlSE l2° °, E WIDER THAN`APPLIAW-E 5' a r4JFTAGE GLO,wa o OVER. C Mal ARA& E ALI MOTS NAVE AN }}, BEDRM #4 . b. p' 8MLVAUEk- Y os- ooze h ENTRY — ---- --- - 30TCN240vIN5MW desglrz! by 4br- pp asdaW t}1-T2-01 NOTE. 5EE ATTACHED HA/AC FOR ELEOTRIO,AL PLAN CORRECTFLAN: Do NOT U51E L Sheet: i- lVAC LAYOUT ON TH15 51-IEET. T t a txf: a I I L c 4,WST,O CTCXXXX INT L_ SCHJ% LINTEL LEH TYPE F-OMMENTS NO. L I il'-4' 81`12-IB/IT ALLIED UNTEL= A-G L 2 T-6. 8FI6-IB/IT ALLIED LINTEL: A-5 L 3 T-E. ALLALLIEDUNTELi A-5 L 4 8;5-IE1,1T ALLIED LINTEL; A-5 L 5 4'-F,' 8HE-DWIT ALLIED LINTEL: A-3 L 6 T-S. E5F16-t8/IT ALLIED LINTEL: A-5 L - 1 T-Ell 8FIE-IB/I T ALLIED LINTEL: A-5 L 8 T-B' 8FI6-IB/1T____ ALLIED 1-04TEU A-5 L 9 4"-E,' 8FAB-013/1T AL.1_1E13 LINTEL: A-3 L 10 4'-6' BFIS-OBAT ALLIED LINTEL: A L 11 4'-6' 8FF-02AT CIPT. BAR. SVC. OR.; ALLIED; A-3 L 12 8RFJ4-0P,1TjALLIED LINTEL: A-D 41 um IV ol1k8_ zbjJi F m gjM_ ?'P 1: 1 - Z 1 g0 o! 21 Uf 0 L' J t 8FI2— IE3/IT 8RF14— E1E3/1T8F1h-113/1T 8F16—[JB/1T INTER SEC TION5 AR WWI WIN FRE- 13AR AT T Dt (V FE I- O'CLEAR J CPIU FEBAR AT 50TTCM 0, LP4TFL CAVITY F FILLED UXT44 C R U UW11-LED kIANT"Y OF RFBAR AT BOTTOM r 0 E570MLOFWELCAVITYFR0Vq>ED IN LNTF-L VAREW NOMNAI_ URCITI4 8FE- IHAT Kb0MIKAL =17 4 LcilAwMy a- -1 N om I'm_ HEkfsidT 3RE5ARAT Top TYPE LID-51ENATUN L 8 L7L6 A r R. L T. SCALE: 1/4"=1/- O" FAM sm co 04 0-) j Lu egg 0 0 d- 4v- d by' 14 d-19- by aww d_A. sheet A5 of NOTES: I I CAST -CRATE SAFE LOAD TABLES MATERIALS FOR GRAVITY, UPLIFT & LATERAL LOADS I- 1r- = 2 11 '==' =Irlo Ps. 3 ft Tout = a= psi VA/ gummm 3/8' 8 4. LOrcy-ete IT l cants fr-MW Per AZTM L Mourn rket creu e5s"e - = 1900 psi. 5. Rebzr- provxe-d in pt-EF-Elst lintel ASTM A515 GFmo, Feld rEtictr pef ASTM ABIS ER40 or GFED 6. str d per ASTMA41E CTEKJE 2_ ft. 1 _1l32 81 t tm cr 5 ffiENEF- Ad. NEITES 1. F crvml-- full nortcr hel;dmd bed jonts. 2. sivrE fIik!d iwftefs as required. 3jtasjutjonofIntelffustrompilwith DIE orrh5tEctl jcjx3 notEt- k-- at the Rnds 4. L_ntL-15 ure mam W-ed with 5-112 to vertcol cell rEnfurc-nq aid yFmLr1q. 5. At, Intels tre-Et a- exceed L/3ED'vertr-01 defttrn, except lapels 1-11-41 cnd ksiger with a rumm"I h--Kght of 8' na-el: or ex=eed L/180. B. Bottcm field added retur to b,-- kmrAed nt the Lottom of tte Intel mvtj. 1. V52' dr virE 5traps Ore HEICIEd to UIE ttom steel for mcri be provided M F-"Tf305z11E! 141tei m fx-lu of corvcratE trusom-1 units. 9. Safe rot ulpls per rotrmf des;cy aSA,EE MAE] TABLE NEITE5 17.7ZI &,11 _.n m.am 4- beraq. Em-_Eptlul: Sae bo&, fco- uhlied lintels ffu5t be recItx- ed til 20% ifberrcq lesstturt 6-1/2". Jfe lf:i fEr all recessed lfilteI5 tr_5ed %3%hsrlu3mmi becrnq. Z NR. = Not F_cted. dcare totolpEEojtovatrjeuon tt-Esectspecifi ed. 4. fe hDcds on g-odE40 cm- grode SO held Febor 5 Addjticff-,CH jutem4 kjod LopEc,tj rcn be a_Aowred by the de-qror bj p-ovKj I remforcpd j GbOVE the PFECOStIntel 6, Eke #-I rebcff- nul tie sut2sbtuted fOr tvID #5 FEt3Dt5 n 8' lntEi5 Only. 1. Tht-_ clesqler may Evokate corr-ent-oted louj-' from tlto 50fe tood tobles try r[]Icuk2tmq the ruxffwn vesetog ncrmmt oTid 5fecr rat d-cw4oj fn3m the face of support- 8- Fcr= Intel f-_hts rut shown. use sofe lord from rnxt kDNer fx-93"t 9. All as hilts of poW05 per 191EM f00t. 8" PREQANSTW 2" REQE SS _Q0_0R Q7__ L_1NTT_L_S8" ('RECAST Wf 2" RECESSEIMR—U-1. 1—NTELS K'E=E VALL)f--- BY 1596 FOP, ERADE40 FIELD REBAR floommom—mmum REME-E VALUE BY 2S96 FOR EDRALT40 FIELD REBAR NOTES: I ALLIED LINTEL TABLES M/1\TE[ Z1A,L5 6 IN5TA ' LLATION 1. ret x m precast WEI EFbU per Am AE15 2, retur o pDLrE d bRoM EP40 per ASTM ^ 615 3. Pc Fes- recast Imtcsfs 4000ps, 4, ft for = 3000p S ruacrete mcrowl cants Fmr ASTM (1-90 ASTM E2-10 tM S b. calCulcsf_a ts try R_hcrd [ , M_, PE, Erqw-'Tq Im- 1. styE z:ffl roMp3s,te inters 4- Of_ oll cmpmde tecerncutuksted -th 1a5 ai Ira of Ca=vazli 91 M ti-oraq W MnVUP), 10 ailn P-11-f`- F— Jgecr fr" t sted use r,-xt imgEv FiELD FEEIAF2 5 GR40wtowUOtCRETE FiLL j. FIELD REBAP, 5 ER 40 AUCLIED U- LINTELS_ PpLif7T AqD LAMRAL 5AFE LOADS MR- 5 _CONCRETE j_X-- 24_j7X7 LATERAL LOAD 8"M' 8- X12- 8"X16" 8; X20' -8- i;X32 ALLIED GRAVITY SAFE LOAQ DALE FOR 8" ONCRETE-7- W —LINTELS 8-XI6- 8-X20- j"X2C 8-X28- B-) 2- LINTEL NO- uFLwaTH UNFILLED FILLED FILLED FILLED FILLED FILLED FILLED FILLED A 2101 6549...... b251 0125 120M 120M t20M 12MO A-2 ib -- 552 41440 12000 12000_ 120M A- 3 4b' 2081 1914 3 31,1 4616 6186 1269 8501. 9924 18to 248319 4E,37 535A] - 0,78 _ 902 I08u_ USE. 1844 2542 5 329440294190 55- 72 9'4' El 6- 3B M12- 1-4 I994 2431. 2902 3_34f, A_ IIOE,' 489483 841 H-0 4522185- 1 N 221-1 2_55S A-8 04' 502E112 1125 15 20021- 604 2455 Ell 29EII 3 4-21 48- 890- 0 122-4 1968 - 12360 2121A-K] 13'4' 393 419 114 IOS3 13N E692 2024 2341A-11 14'0, 342 313 Eno 938 12713 1510 I808 70911748' 308 334 E; 8 842 008 I= 1624 1819 A-12 1 1-1 1 4 212 2854356l3 808 988 R8813503 A-14 1W 250 395 495 850 H381408 lb98 MEO 2010, 225 tl 413 7&4 1052 13DII I5- u - 1831 LINTEL NO3 LENGTH e Xs UNFILLED FILLED FILLED FILLED FILLED FILLED FILLED M FILLED A-1 Z 1_0- 309,S 3150 FILLED 9194 10000 UM00= 100— 10— 4408 3T.- 1835 18-r. 5445 IDDM 10000 10000 tmm M3000 2592 A-9 4b* 1U8 051 4224 590o 82D3 9440 10[100 E -ISE, H= 1415 4 5_15 F.03 j jq 43CU 53 13 1648ITT IS' 345 14 3-10 2952 21 F9-18 3_544 3ES4EOOSU A-5 94' 228 252934 1 s IBS5 2059 2542 294-1 423 uy t8s 209 1SE 1049 1341 IB62 2025 341 329 A-8 91-1 H-C 1452 re 20 451 A 9 28 2--_ 41 282 615 TO 991 1232 14E4 IERS F?4- 253 253 510 13 892 R09 1303 19139 A-11 14V' 225 324 4-3 E52 824 E928 IFS I 48-_ 191 18 4,42 E09 Tb`i 955 om 4 A-13FTW 145 253 3E9 a SOS G5 842 A714 19'4' 184 744 308 420 525 557l its 826, 43 A- 1-14 Z-3 Z36, 425_L SD4 Z] FM I u a GENERAL NOTES GENERAL L LIVE LOADS 20I-f FLOOR- 40pf STAIR: 40I5F 2. uw4D SPEED nomh 35— 10-t. 3. ALL W--Fr, To BE N UTP THE FS£, 2001 G44PTERI IS. 4. ONLY aF;US AFIFFOvED BY THE EWNEER SHALL BE FESET-11TTED, CONCRETE -, I ALL UACW To BE IN STRICT . UNTH TI4E ACI 3IF 1. MIX DES 4&4CRITERIA: ALL DC* r4;j--'TE TYPE I FOFZTLAND CEMENT- (ASTM C 150) TH . 25 Z.1AY6 SMALLL 5 E 2500pal FC'p SLABSANDFOOTING3000PsiELSIE144EMAXR'MM WATER-CEI-TENT FV 710 By WEiaHT FOLLCU)5: PIDCIFiED` NON- AUR AIR czx-FIRIESSNIF ENTRAINED ENTRAtf ED STREWTH (F1. 0 GIDNCRETE CONCRETE 25,010 01r11 054 3000 01515 0.4b 51ot-t-- 5LAE, ON GRADE S. OTHER WATER - POTAIDLE CI-LMDE - NC*E 3. DE NOW"'L UIEIG447 ACC-RE6AT--5IN COMPLIANCE OAT" THE REOUIREMENTS OF AS` TM C 33' 4. FIBERP' IES44 FOR SLAB TO BF AT A RATIO OF,15 LBS-/YARD. FOUNDATIONS , L FDB5ICN BASED ON MN"-Zl ALLOWABLE 50%- BEAP21r, P'RE65OF-E OF2000P-f 2 IF FODTv4s ELEVATION OC 04 DISTUFZBEDR.IR57ABLF OR ITA15LE TWE E?Yff-$, Ep SHALL BE NOTIFIED AND NEr-F55ARr ADJUSTMENTS BEMADE PER HIS W45TFLICT, IONS. 3. PREPARATION OF THE 5U6,,RACE TO FOLLOW AS OUTONED N THE GEOTEORMCAL REPOM. SOIL, 4, 5TFFIS IN UIALL FOOTWS SHALL NOT EXCEED A SLOPE OF (V YERTr- 4L TO (2) WORiZCI4TAL- THETFRLtCTUf;E S XISTW, 5TRUICITIRF5TOAVOIDTHERISKOFDAM4GETOMA,50NRY - L DEErR MATERIAL AND F SHALL BE N AGOORDANCE UNTA THE ACI 5TAPiDAF.D BWLD1#-k, CODE REaWREI"ENT5 FOR CIONCRETE MA STf;&X`T`JRE5 ACI 530/AC4 5301 2, CELLS INDICATED TO BE FILLED SHALL BE GROUTED UTH 3000 p.1 CONCRETE. (a' TO 10' SLUI-Ip) 3. DE 75' LAP FOR STEEL - ALL LOCATK.NS- 4- ALL CELLS ADJACENT To CORNERS, END OF SHEAR WALLS AND LINDER CONCENTRATED LOADS 5I.4ALL cCWAINVERTICALREORCINSANDSHALL5FFILLEDWITH5. COW-RETF BLOCKS SHALL CCW--Pr-1 To ASTMG -9O (25 DAY rTFRF-N',T" 2000 p.0 (F-E'00 Pa0' LAID N RtMRr. BOND. t-IoRTAR SHALL RETYPE N. 1- ALL RE - BARS SHALL BE GRADE 40 LWLESS UN.0, WOOD 1. ALL UIDOD FpfRE -EW,*,EERED WOOC, Tfaj5SE5 3:4ALL BE DESkD, DETAILED, AND FABRtCATE N AOOD. 44EZI IN HE p PDAW-E uqTp THEANDRECkHRETSOUTLTLATESTEDITIONOFTHENATIONAL Z-,'- 5VN SPECIFICATIONS FOR UkCOD C-ON5TFUCTIC*L 2- THE M1000TF41SSES SHALL BE SIZED At4D DETAILED TO FIT TIE AND LOADS NDICATFID. ALL DFSr-44 SHALL BE N ACCORDANCEUT14 ALLOUJABLE'VALUES AND SECTION FROFERTfES ASS D AND AFf1RC1vZD BY THE 5ULDW, CODE. FE516R4 OALOULATIC445 ShaNED AND SEALED By A LICENSED FROFES&IONAL. EW- ANFER ARE TO OF SUTI'lITTED TO THE EW,04EER FOR AL. 3 F`Ef: ANEIJ BRIDIW, FEF2PENDICULAR TOTHE SPAN OF THE TRUSSES SHALL BE PROVIDED AS REARED By THE TRUe6AG TRUSS ACTLORFR 5"ALL PROVtDF STATEMENT THAT ao"DN CHCRDOF ROOF TRaIS& ES ARE 041ACEF, DURfP,. LPL$FT CDA,VIT10tL 4. FOR 5TRUCTLRAL LUMBER, PROVIDE THE FOLLCWRIVI rl'-4DE AND SPECIES: I_ MAX.. M G. RADE NO2 OR 5Ff 5OUTI-EfmN FINE 51,IRFACESDRYD5EDAT . t ;JCE FINE FIR Sc Tq GRADE NO2 5. PROVIDE GALVANIZED t-IET44- HA), a R& AND FRAMR,46 A114CHORS OF THE SIZE AND TYPE. RECO"- ENDED BY THE MAM FACTIJRER FOR EACH USE bN'-LLVW, PFCA-D NAILS (fAIGWES COf4,ECTOFR5 OR ra"ALENT) 6. ALL BOLTS USED FOR TRJCTION SHALL BE A 1194"21 OF 1/2' DL4?-IETER AND 6' IN LENGTH (A5711 A-3101) UATH MK I V2' EXATt WASHER- Ul'kO. IRS CF SIZES AND OF SFAGRNi's.5 SHOWN, OR IF NOT COMPLYWITH LMT", STUD HE 4T5 CHART, DO HOT SPLICE 5TRLICTLURAL I"EMBER5 BE. S- 9. ANCHOR UC NAILW, AS TO COMPLY UATW TI-E FECCtMNDED NAILING SCR-IEDI-ILE FROM THE STANDARD 5UU-DfIk- DOVE, LATEST EDITION 5 ROOF 6REATqw- 1/%, Oss OR 112- CDX SEE PP-4WRrS FOR NAILING FATTENS. VERIFICATIONOF FIELD CONDITIONS:_ L CONTR,4cToR SHIALL VERIFY ALL FIELD GOI,IDITION5 AkQDD TP,F TO &A: UA- THERE ARE CONFLt-GIS 5ETUFEN ACTUAL FELD DONDITICt-6AND DATA FIRFSEMED IN THE DS, SUCH CONDITIONS SHALL BE CALLED TO THE ARCWTECT'5 ATTENTION I'ECre'SAFM ADJUSTMBUT5 MADE PER HIS MTRUCTON5 2, FOR BOLTS USE S OR ECUIVALFRT ( A-M, OR, A-301 STEEL) 3 FRO -AIDE 2X4 Bt-OCKW, ON ALL SIDES OF THE RIDGE VENTS UTH ad NAILS AT 4- IDN CENTER. FIDEI 9 OVER FOVM 1/y, OSZ. OR V7. CDX WOOD TAU55EI STRAff= Vm AS 5"OUN ON TfaeB LAYOUT Do PT. OVER D'a COR. OR CONT. ALUZ-t FA6GI R-15 M10- OVER 2X6 SUEFASCIA Vj/ CONT' ALut 1,7- DfZfWALL ONSR Va FLDRR34G LINTFL BLOCK z"SR R- 5 VSUL, WA - 5 BAR U*Oow UNIT PRECAST WITO (V - 5 WIEN 6 FT OR 6REATER 3-1,12. oo1r- 51- PREC-AST W- 15ER'IESNCONC, SILL DYER 6 MIL VAPOR BARRIER MASONRY F*O-' N OVER OVER TREATED cm cm BLOCK W/5 Doe- ELS CCTrAGTI-qJ Fg-L LOCATIONS ON rc1p4DATIONPLAN 34r- j 5 DAR5 - SECTIOOWNDO- N W CMU EWALL ONE STORY LIMITINC- i HEIGHTS EXTERIOR #2 STUDS T-wrx —w5wT Fvle T or_ 131-5` 7' X 4'--0UWER4 FIE 24'0/4; V-V 2'X 8'5Ffa)GE, FR 24' Of- M-v 71 x 41 V 01C Ir-0. X 4' &OUT PVIE V Or_ ol-&, 7X 8* &PKICE RR VC/C r X &- , FR 24- OCt3' r)( 9'50LMFRIPNE 24' 0!C w- pw 2" —X( or-_ ir O/C 2bl4r 2 - 2X0 SEAM UNLESS OTtESUASE sc"TE0 ON FLOOR PLAN ON R- a' ANCHOR E50LT LINTEL BEAM WA - 5 BARCMWALL NFM BEAM PONCER RE PL' 4m 4E- e- UIOOD TFW55 STRAPPED AS SkOUN ON Tf-,aU&S LAYCUT 2-2X4 TGP' PLATE 4 2. 4 5TL'D5 J'" 0, ----/ T- 00PLATE AIK: 40R EVERY OTHER5 T;M)Tl 1/21 x a, 5XPANSION 5"T , 4V O-C. cm WALL A*-:L0 — 5— KW FRAMtWO'STRAPPING v E) 4 KNEEW OVER CWT NOTE, F A 51-00',ED VIAPWA6MZO'E r CALLED FOR ON ROOF PLAN PROVIDE 2.4 BLOOKRr, ® ALL FLYWOD PAIEL EDGES NAILS ® 41 O.G. FOR BLOCKED DiAF,4RAGM ZONE 8d NAILS AT 4'O.0 OR r 8,1 NAILS AT 6' Or-, OREOVALI'MLENT I VTT TIC EGUALIVALENT F11-1EMATIC AT SUPPORTED NAIL AT 6UFf10RrED EDGESDLOCK3*411. AND AND 12' DO, FIELD FOR FOR SPADED AREAS OF ROOF OTHER AREAS OF ROOF RSN ROOF S4,ATHMG: NAILING R DS PTATE RNDETA ILL 4,-I- FIBERIS LA!I6 P' R""U R R- m NamciLES 155- FELT OVERIAS,' C66 OR1,12. cpx WOOD IR255E5 STRAPPED AS awm" ON TFaisa LAYOUTD<2 R CER " CDR OVER 2X6 SUEFA5C A DOU15LE 2X- W CCNT. ALtrt TOP PLAT-E T Dal- 21xb -R FOR, 4'-6' MAX OPEENV*r., amlvokv UNIT D ,ow Det. 2>W HEADER FOR 5, 5' MAX. UNCI snicoo 3-1a, clow- im- UF&" ER MTL I-ATw OVER6. FELT OVER 1/ 10° OVER 6 m055 OR 117, Cox VAPOR BARRIER WOOD 5F.Z:15 OvER TREATED CC-l" PACTED FILL 2)K w"O' C' tu/ R-H R'UL 2XP.T. 5111. PLATE WI L17- X 8- A5- 32' OX- 2 51 BARS W WALL SECTION - -FRAME BONE STORY-MONOLITHIC TO MoNOLITHIC 055 12, Dpx C4Z1VJALL —: OVER R-5 ATICN3-v7- CONG. 51.AB WIFOE511ES14 L OYER 6 L " VAPOR BARRIER RFI-LLiR OVETREATEDACT732 -51 BARS WAWALLSECTION CMU4E STORY - MONOLITHICC Rr v to- lod NALS WALL5=154 / EADER W-106NAX BOTTOMOFIEAC IEAZIE'R f2) 240 W la' CDX FLITCH WALL STUDS PEEL? OVER v* 1 0. 50. OR D7. WOOP 1CLX STRAP= AS 54OW CH MISS LAYOUT L*47FI- BLOCK WA - 5BAR I MFW45* 4 OVER CM BLOCK Uv. VOLEL5 5HOU4 LOCATt0445 ON FOUIVATiON FLAN I R OF FRA-TNG PIB` SEE CatecToR GVART 5CHEDtLE FCR TF!a STRAPS) DOUIBLE TOP PLATE W'QM 09 1- VX FI- EXTEFdOR 6WFA W/ 106 GALV, - 4- Or- EDGE5 1*0 27- oCRELD 2x4 FT- WALL 8110 V (3) 0' Z'L4 C'F 44C"5OLTe To BLOCK EXTERIOR WALL SHEATHING - -- W S NAILING TTERN DETAIL PAVF-W b'OF EAC44 HID AW 32' OC.MAX EL6--RE V51 AP EVERT ey W-Iod 2.4 F. T. BU"C" PLATE FLOOR FF,AMIW a 24" OT ER 5TW e-9TTC1 ,F WALL 61-101JN 01C) TYFIGAL FF- AMINC-; AND CONNECTIONS FOR OPENINGS PROVIDE 2X4 E3LOCKW- N TL-E FIR5T THREE FRAMING &PACE5 AT 4W O.G. REMAINDER TO 5E f3LOCK-EEIDAT - V,' O.G. OR RAT R-N, EA5TENIW--, FASTEN FLOOR SHEATHING TOFRANIW UJ/ WITH ad CCn-IGNS OR ad POT DIPPED GALVANIZIE0 NAJL5 AT THE FOLLOUAW &f' Al--W-: - 1) r," ON CENTER AT ALL PANEL El>---E FF-AMWG 2)12" ON CENTER AT ALL INTERMEDIATE FRAMIW BLOCKING - 40- 01G MAX. INFIRST THREE FFIAMI5f-At-ES 4 '&` 0,C-, THEREFORE FLOOR 5RAGING AT ENDWALL5 SaT5 rux w/ 6'11N. Cmu (TYFJ /- F.T, 7X4 FLIER 01TRALED V 5-Ord RALS F"T, 7X6 tw1q, DLAIt ' j, EOLT5 - 40'MAX V b' M OYF) — DETAIL: TYf-1C-,4L JAME3 FA-5TEN1N<-- 0 OVERHEAD GrAF-4GE DOOR 21E ESE RSOUTf, APPLY UA-TEN KIDOW/ DOOR ACTURER5 FASTENING FTI-OD 16 NOT SF' EGW- IED- ETDLF 5 L) NAIL W1 JOS DIA OR HEAVIER POUER NAH-S 8' 0/1- AID 3' MAX- FROM B'4CS TTp- W1 I, MIN INTO BLOCK, 2.) AL50 ADD 3Ar," DIA SELF TAFInr. Comc. Alqo;-t 74; u UmIncuY DOOR FRAM E;GHT ( a) S FROM e DS MAX AND FOR1Y (40) W-4-ES MAX ON CENTER %Lv r mgL EmBEDmENT INTO BLOC< ATTACH UOCIOW TO BUC44 UY w $IMAX a, 01c AND MAX e" 0/c AND MAX 51 01c: FROM ENDS. PT 2X Ft LAIMaL4M) L) MTALL 3/16' DIAMETER SELF T CGA E$cd-u (8) MAX- FROM e4D5 AND 74' ON CENTE MAX W/ 11 m , INTO BLOCK- M4 IVINDOWA>OOR TO 5cFeEu* Ir o/c aw r r7,sT ENDS I`1jN- TYFICAL E3LC>C- K OFENINGi DETAIL FOR K aWK FASTa" AW 35f15FFWRWwrlor4_0r I ME zi 0 2 2,4 LECx R TO MATCH BOTTOM - IFCWOFD %-OPE OF SCM&OR TRJ,% ,-2x4 BLOCKa - 4W O-r- ATTACH TO 4.E55UT14 CLL'51ER5 -ILI BRACE OF (2) 10d KAJL11 TACHSCI W/ 10d NAI1-5 tT4' 0-1. TYPICAL GAME TFJ.155 MEE, D- MIV I --DETASL GABLE TFz 5NEAIPftL, 2. 4 SFFMC-E OR BETTER LATEP, 6L BRACES - 4'-0- 1- j -- ---- OG. ATTACH (2) Vd T004AJL5 10d NIAL5 . 4. or. POUBLE LNTEL - GAME ERD 2, P.T- SILL UY (1) -, N EACH C= 5 VE73 5AR SEE FLAN FOR LOCATION) TYPICAL GABLE ATTAiQ4 EINT j - TO CONCRETE END WALL N21f_ THIS MTALLAVCH tS N AVPITI TO eFZAC4-, RE" AACTLPER la O CON To E rIEN to"ICONT. 2X4 NAIL TO EACH TFLIS5 c-H, L ' Fak' I/W SOLID ROOF TRU55 OS5 OR 1/2, CDX FRAMNG y DH , NT ER' )R0HIMNEYC1oc- CHIMNEY DETAILS 2x4LEDGER TO MATCH BOTTOM & 5 - -- 2 A BLCCYM - 48' 0,C, SLOBE OF SCt5' TFarATTACHToM5UTA cur5TFRS 'L'BRACE OF (2) led NAILS — --------- // F ATTACHED w/ Iod NAILS 4 0,C. TYPICALJ -77wl- i T", a. @ M-T-,Z ROOF 5WEATWNGOVER TFUS! SEE NAtL W, ZONES) 5ACKNAIL W1 (2)16d HAdL5 L- BP,4CE TO EXTEND AT LEAST W% OF n--B LEWT,4 ( SEE TABLE) 2X4 MOCKING, EA SIDE ( Tyfl.) I GABLE Vt 065 5HEATPRr, 2. CONTR4. 101,26 VVO/c @ EA Sdpr= rrrpj E7.4 BILOC* 144r FA- 511 (TIP-) 24, CM UJAL CHIMNEY DETAIL CONNECTION tu- 5. GABLE Tfar5s 5"PSON A35 - 3'- O'O C. 2.4 5FR.Y- E OR BETTER LATERAL BRACES - 4*-0' — 5TRAP T °P' I OC- ATTAC(2) Vd7004AIL5148' 02FE oa?LAILS A- 0GLVd RAIL5 Oa 2x4 Pf<TVALL NAM - ER XA25LZ 2x4 TOP PLATE 2,A Por- FOR THE (4) P-00r, OF TR,65E5 TYPICALr-,45LE ATTAQ-41ENT FFA E.V TYPICAL FRCM ATTAO ED W/ (2) ybdT1-5 TO WOE) FFAMIN1r3 ENE) WALL GyFSJ1 WALL BOARD H27_ T", MTALLATIC44 4 R4 ADVIT1,0N TO 5RAc-w Rs=N5 ACTOR 1, P7- LE LFLIFT OF MT5Y. MK Od HAILS MK I OF 3/16' FPM TFW55 $TRAP5 TO PEALT, TAPCOW5 TO CM tvAFo4(-TQ;TzR (stPzm (EACH $TRAR) EAC34 $ TR4P) 4 4 F AN 'A' STRAP IS I` I; VLACED OR TTEN AFTER THE FOURft,- OF THE L94TEL BEAM PRE-EwaNEERED AT TOP OF GM WALL THIN A ItUJOODTFWeG5rv--,I-m MTSV CAN 5E wDeITIT"TEE, FOR EACHM65ED 'A' 5TRAP,17, .1.1 FIROYCIE 20 c- 6AL-v. PLEASE 5ECLIFE EAC34 IlTaV STRAP jf;575 FoLLOWII-n THE ATTACHED TABLE AND ACCA,RD,P,k. TO THE UMFT 5HOUN FRCTI P rT;;E TFUS,5 ktAKFACTURFJZ R TALL AA-1- TAF-CC1,15 UTH I-V7' MK EMBED. LNTEL 5EA:1 W1 (LI -1 CON7. J\ -/ I \ k I cr- NOTF: TTALLE0 IN STRICT ACCOFRD1*4CE OT+4 THE MA"JFACP-* eR'$ ATICNS MISSED "A" STR AP DETAIL THE tjj55E[> FILLED CELLS C-AN BE REPAIRED BY EPDXY TNG (1) 5 RE15AR (SEE EpoXr Pf; OFERTES AND Sf"FC11'r-A' CIOKGRESIVE LkWID LFL OF, ECOP/Al-tNT ') INTO 5GND 5F- 4M AND ALTO THE FOOTPr, FOR ALL FILED CELLS SWOUN ON MANS DLa NOT FILLED N THE FIELD FROOZ:,E &I MOL EI-IBED. AND 31417 HOLE INTO BOTH THE BOND REAM A,40- THE FOCIT44 TOP OF 5ONID BEAN BEAT1 W/ FROVIDE 2S, 5FLY- E5 (TypJ FILLED a- cl-u u4u- EPDXY GFK T 11 WO FOOTP,* A" BEAM W/ 61 r1R11 I rwa I,40M EPDXY C.RoUt SHOULD BE MTALLED H STRICT ACCORDANCE WnW T44E MANIr-ACR`5 R5-ATIONS- 11WI. 0-15 OR L,2" cvx 2x4 DIAG- BRACE . 4e' Or- W/ ( 4) @dNAILS - EA END FIRST TW BATS GABLE TRJ16 lod NAIL5 - 41 D.C. DOLnLr LNTEL - GABLE DD W ( 1) -, N EARCOUR5E V2. X a, w-EZGE ANCI- K 32'O/C- 0) '5 VSRT. BARSEE RxkiDATION PLAN FOR EXACT LOCATION) 24' S AT 45' 124- O;C PROVIDE CI) 5 AT 4e' O-c:. YERT. AND W 13ELOW EA PC5T LOCATION FILL ALL CELLS UnTA 7500 F` 54 CO1,1C. ALTEF;14ATE I- IOCKS N R^47- 5R. ACE EXTERiOR SIDE OF WALLDLIR01r, a, C,or- h-Acvaq OF THIS AREA 15 - 4w OCC. c1:LOO" "LIMY4, 2-2X4- 11PI&I 05B YT Top HATE OR 7- 2x4 TOP PLATE 2X4 STUDS Y" 011- X4 IXAS,-' 5FACE , -X4flT- BOT. FILATF-- J-EOLTs AS -.0c7W STRAP EA — STUD P- 4;RJCAI, e CLIP To TOP 4 BOT- ELATECMWALL — I I I 10IRVI'L120 2X4 WALL SECTIT ELEVATION CD EXTERIOR CHIMNEY DETAILS 4, e1IDE ELEVATION L' BRACM REOMEIvIENM STUDT NO fl) Zx4 SP I25RACE - L- 5RACE- F-.'?-'L pR---- j —"BFACE V-gr - 4'-5- 4'-5- - el'-V- T-5- r- o" - r,,-6- 8'-W' V-W WIF -L- BRACE M41,T EXPEND AT LEAST W. OF 11E5 LET46NT GABLE TFIZ5 L - BRACE W1 tOd AT 4" 0,C. 51- E 5Ca F FOR SIZE AND LOCAMN) WRRICANE ENGINEERING1. Pfj7 n SIZE 4) 5 CONT. 2) 5IMf--, CN T522 max UPLIFT) or 2) P- t5s4E5 RT2202 l71530tb. max UPLIFT) or OFEP4 GOER — 2) SEMCO ADS-2 <a4121-b. max UPLIFT), HEADPROVIDE AT 4B' OC. JT- FOR UEFF`5 2x4 POST SEE ap-ADE Aw4y T, MANFOR LaJANTry FRCLA T1 HOUSE PLATE L vrw 4,- IN 4)-, -- I COW. AS 3° CLp- C-Ov. ALL MBAR 'TYF-.) RETfi 3ddING WALL AT PATNt7 FOR PATIO SLAB LEAVEBRACES N f'LACE FOR I DAYS AFTER PATIO 5L.A5 If, FICURED DETAIL for f2r.G 5U66TITUTION far NAI @ GIRDER COWECTION167 A 111J, I f Sid HIS A 00 Pi LL, ky 0 0lit] fill II7;; m: exde. g-d tlf-;; dr— by- Ik- d- 9n re-- d.d bdates [ I7-22-81sheet S2cafe