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HomeMy WebLinkAbout181 Bristol Forest Trl - BR03-001635 - SFRPERMIT ADDRESS ow CONTRACTOR __ Centex Homes ADDRESS 385 Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 407-661-2176 CGC 049689 PHONE NUMBER PROPERTY OWNER PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBfNG CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER 6*f= dp SUBDIVISION I(Oft DATEPERMIT # 9J PERMIT DESCRIPTION Ab'dak 'M A 11 PERMIT VALUATION 143Z0116tv A a SQUARE FOOTAGE 41109 a CITY OF SANFORD;PERMrr-APPLICATION Permit # : _ - 1 O 4 Date. S/20 /O Z L Job Address: Description of Work: Historic District: Zoning: Value of Work: SOd 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 Ca1F. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: _ Z - / 9 - -70 - 5—OZ - OOU 0 •- O SZO (Attach Proof of Ownership & Legal Description) Owners Name & Address: /Y/A.Q/- d— K'9'77,4/A i/454,e-5- zz. e4'021=57— 7.e'C Phone: 5677 -Z60 7So0 Contractor Name &'Address: Florida Pool Enclosures,dnc Box 52113.E S ate i n \ b Phone & Fax: t ldn71 pan QnOContact Person: fl P' _ Bonding Company: T V Address: Mortgage Lender: s - Address: 1' Architec Engineer: Address: irbra Application is hereby mad(.4o'obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to die issuance of a per iit."t all woik'will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: l certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable law,; regulating construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU)I 1.1AYING 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 ripnagement districts, state agencies, or fe. lea al agencies. its oCDAcceptanceofpermitiiifdotIsellnotifytheowneroftheprpperyoftherequirementsorida713. = N j 0,600 TNM Signature Si cure of co cto Ag C.)IV< jvidVJ UCLEZ- a VM Print Signature of Notary -State of 0wrier/ Agent is Person Produced ID DAVID J. W01FF Notary Public, State of Florida My comm. expires March 15, 2008 No. DO 300500 lffihAgency, Inc. (800)451-4854 Print APPLICATION APPROVED BY: Bldga ?7IV-( Zoning: tInitial & Date) (Initial & Date) pecia! Conditions: ture of t-Stda `J[e EE m OU actor/ALc-: is _ Personaii% Known to Me or Produce,' :D ul .::ies: PD: _ Initial & Date) ( lirUal & Dal; 1 XJO Seminole County Property Appraiser Get Information by Parcel Number Page I of 1 PARCEL DETAIL I Q Back r 4 e Seminole County Aaperlvelrpprnixr t ervecec 1101 9, Rirsf St. Sanford F1. 32771 40?-! 65-7Sr 6 2004 WORKING VALUE SUMMARYGENERAL 33-SANFORD Value Method: Market 22-19-30-502- Parcel Id: 0000-0520 Tax District: WATERFRONT Number of Buildings: 1 REDVDST Depreciated Bldg Value: $152,550 VELEZ Owner: KATINA & Exemptions: 00-HOMESTEAD Depreciated EXFT Value: $0 MARK A Land Value (Market): $26,000 Address: 181 BRISTOL FOREST TRL Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $178,550 Property Address: 181 BRISTOL FOREST TRL SANFORD 32771 Assessed Value (SOH): $178,550 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $153,550 2003 VALUE SUMMARY SALES Tax Value(without SOH): $285 Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $285 WARRANTY DEED 09/2003 05014 0546 $204,700 Improved Savings Due To SOH: $0 2003 Taxable Value: $13,680 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land Method Units Price Value LOT 52 PRESERVE AT LAKE MONROE PB 62 PGS 12 - 15 LOT 0 0 1.000 26,000.00 $26,000 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 2003 13 1,508 4,081 3,455 CB/STUCCO FINISH $152,550 $153,317 Appendage / Sgft GARAGE FINISHED / 483 Appendage I Sqft SCREEN PORCH FINISHED / 143 Appendage / Sgft UPPER STORY FINISHED 11947 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on JustlMarket value. re_web.seminole_county title?parcel=22193050200000520&cpad=bristol%20forest&cpad_5/20/2004 Power of. Attorney The undersigned hereby appoints Tami Cauley or Teala Ragan as attorney in tact to apply for and receive a building permit for he following address: My attorney is hereby authorized to do everything necessary to apply for and receive the said building permit and I ratify everything the said attorney shall do on my behalf. e DelaHoz ida Pool Enclosures 056689 CYMMLA P. GEFi}{ART s Notary Public - Stffil of Florida Corn. E.VLes M,, 17 2006 i tir` Ccnrlas a 8 DD Ecnrc4 t}y Na70nsf Nchly Assn. C thia P. Gebhart PLAT OF SURVEY DESCRIP-11ON: (AS FURNISHED) LOT 52, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PU131-IC RECORDS OF SEMINOLE COUNTY, FLORIDA O A=26'43'24" L=23132' R=50.00' CB=S13'15'03"W C=23.11' CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGA CE COMPANY. LLC NOTE 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). 44 &JAM JF iC C WAr1riC SCALE 0 15 30 h / ICONS REVIEWED CITY OF SANFORD O NB9'5J'21"( S8933' 21'n AIRP O W' U0 YO yy A 7 •V2' O ti O 1 ; u Lo RmIAVwmLn0 CENTERLINE OF JIUlt-OF-wAY ON p I p Cn PT r- l 3ntri vm LEGEND 1. ALL DIIILCTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. BUILDING SEIBACK LINE CENTERLINE 2. PROPERTY CORNCRS SHOWN HEREON WERE RIGHT OF WAY UI4E SET/ FOUND ON 08-3-03. UNLESS OTHERWISE Q EXISTING ELEVATION 5HUWN. r^' LI CONCRETE 3. THE SURVEYOR HAS NOT ADS)RACTEO THE LO LAND SURVEYING BUSINESS LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF Ls LAND SURVEYOR WAY, RESTRICTIONS OF RECORD WHICH MAY PRM PERMANENT REFERENCE MONUMENT AFFECT THE TITLE OR USE OF THE LAND. PCP PERMANFNT CONTROL POINT P) PER PLAT M) MEASURED 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN FND FOUND LOCATED EXCEPT AS SHOWN, C/W CONCRETE WALK S/ w SIOEWAL-K EP CONCRETE PAD 5. NOT VALID WITHOUT THE SIGNATURE AND THE CS CONCRETE SLAB ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PK PARKERLENGTH KALONSURVEYOR AND MAPPER. FOG POINT OF CURVE NIIAVE EXAMINED THE F.I.R.M, COMMUNITY PANEL 120294 U035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE. X, AREA OUTSIDE 100 YEAR FLOOD PLANE ELEVATIONS SIK)YN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. MARINGS SHOWN IIEREON ARE BASED ON THE NORTHEASTERLY LINE OF LOT 52 BEING 5 63'23'I5- E PER PLAT. FIELD DATE-) 4/21/03 SCALE: 1 " 30 FEET APPROVED BY: GKB J081No, ASM39665 DRANK BY: REVISED: FINAL 8- 3-OJ CA8 FORu00AR0 5- 7-03 CKB REPOSITION 4- 1--03 JUL PEOT PLAN 01-US-03 CRO ORLANDO. FLORIDA 32801 (407) 426-7979 FNO 1/ 2 IRON ROD AND CAP to #6393 ( 04/21/03) QFNO NAIL AND DISC to 068 (04/21/03) SE] 1/ 1 IRON ROD AND CAP to f6393 ( 04/21/03) CNA CORNER NOT ACCESS1IRE A DENOTES DELTA ANGLE L DENOTES ARC LENGHI C.O. OCNOIES U1040 BEARING PC DENOTES POINT OI CURVAIURE PI ' DENOTES POINT OF INTERSCC1roN PRC DENOTES POINT Or REvEn SC CURVAIVRE PI DENOTES PUNT Of TANGENCY TYP TYPICAL A/C AIR CONDITIONER CON CONCRETE BLOCK WALL RP RADIUS PDM1T OIW OVERHEAD UTILITY LINE ID IDENIIFICARDN Pa POINT ON L114E FCC POINT OF COMPOUND CURVE R RAMS SURVEY, SUBJECT TO THE SURVEYOR'S NOTI CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORT BY THE FLORIDA DOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6. FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA STATUTES. FOR THE I FROM R. PUSICATLLLO JR. QSM—#O4 28 DATE 40 596 LOT 5-2 /PZ S57 of/r5 cD L` / of -IRO' Cables show minimum requirement, _ C//Ati1PA.f1E Location subject to change. ° i Door location may change after Site inspection. 2 x vTrF2 2x4 2x4 2x4 G XZ b x x x k x 2x2 PVRz It qi 40 D k x x k k x 78r\76 78 7Y 78 70 2x4 2x4 U 2x4- U x 2 2x2 i KwFf • gRAcFS i 24 J SECTION 1 SCREENED ENCLOSURES, 40.5 16 Table 1.1 Allowable Spans For Primary Screen Roof Frame Members Aluminum Alloy 6063 T-6 i_ . #_ isn u P N and Latitudes Below 30°-30'-00" North (Jacksonville, FL) Tributary Load Width 'W' = Beam Spacing Hollow Sections 3'-0" 0" 5'-0" 6'-0" 1-0' 8'-0" 1. 9'-0" le Span'L' / ng'b' or deflection 2" x 2" x 0.044" 2" x 2" x 0.055" 2" x 3" x 0.045" . 2" x 4" x 0.050'• 9'-10" b 10'-9" b 13' 4" b 14' 8" b 8'-7" b 9'-4" b 11'-7" b 12'-8" 11 b 8' 4" '-7" b b 9'- 1.1'4" b 10'-4° b 6'-6" b 7'-1" b b 6'-1" b 6-7" b 8' 11 b 5'-8" 1 6'-3" 8' 5" b b b Self Mating Sections 3'-0" Tributary Load 4'-0" 5'-0" 6'-0" acing T-0" 8'-0" 9'-0" AllowableSpan'L a ection'd' 2" x 4" x 0.044 x 0.100.1 1s'-11' b 17'-4" b 16-6" b 14'-2" b 13'-l" b 12'-3" b 11' b" b 2" x 5" x 0.050" x 0.100" 24'-9" b 21'-5" b 19'-2" b 15' 2" b 14'-3" b 2" x 6" x 0.050" x 0.120" 28'-7" b 24'-9" b 22'-2" 20'-3" b 18'-9" 17'-6" b 161-6" b 2" x 7" x 0.055" x 0.120" 32'-3" b 27'-11" b 24'-11" b 19' 9" b 18'-7" b 2" x 7" x 0.055" w/ insert 42'-10" b 37'-l" b 33'-2" b 30'-4" b 28'-l" b 26'-3" b 24' 9" b 2" x 8" x 0.072" x 0.224" 41'-7" b 36'-1" b 1 32'-3" b 29'-5" b 27'-3" b 25'-6" b 24'-0" b 2" x 9" x 0.072" x 0.224" 45'-1" b 39'-1" b 3 1_"b1'-11" b 29'-6" b 27'-8" b 26'-l" b 9" x'0.082" x 0.310" 49'6"b 42'-11" b 35'-0" b 32'-5" b 30'-4" b 28'-7" b2" x 10" x 0.092" x 0.369" 59' 6" b 51' 7" b 42' 1" b 38'-11" b 36' S" b 34' 4" b Tributary Load Width 'W' = Beam Spacing Snap Sections 3'-0" 4'-0" 5' 0" 6'-0" 7'-0" 8'-0" 9'-0" Al lo le Span 'L' / be b' or deflection 'd' 2" x 2" x 0.044" 2" x 3" x 0.045" 2" x 4" x 0.045.. 2" x 6" x 0.062" 2" x 7" x 0.062" 11'-9" b 15'-1" b 18'-5" b 31' 3" b 34'-9" b 10'-2" b 137-1" b 15` 11" b 27'-1" b 30' 1", 9- b 11'-8" 14'- b 2" b 26` 11" b b 0'-8" b b 22'-1 24'-7" b 7'-8" b 9'-10" b 12'-1' b 20'-5" b 2'-9" b 7' 2" b 9'-3" b. 11'-3" b 19'-2" b 21'-3" b 6'-9" b 8'-8" b 18'-0" b 18'-0" b 20' 1" b Notes: 1. Thicknesses shown are "nominal' industry standard tolerances. No wall thickness shall be less than 0.040'. 2. The structures designed using this section shall be limited to a maximum combined span and upright height of 55' and a maximum upright height of 20'. Structures larger than these limits shall have site specific engineering. 3. Spans are based on a minimum of 10# / Sq. Ft. for up to a 150 M.P.H. wind load. 4. Span is measured from center of beam and upright connection to fascia or wall connection. 5. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 6. Purlin spacing shall not exceed 6'- 8" . For beam spans greater than 40'-0"the beam at the center purlin and one purlin for each 14'-0" on each side of the center purlin shall include lateral bracing as shown in detail (48'-0") span withpurlinsat6% 8" o.c. center purlin and (2) puriins each side of center purlin need lateral bracing. Example: Max. 'L' for 2" x 4" x 0.050" hollow section with = 5'-0" = 1 V-4" Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 PAGE COPYRIGHT 2003 1 -54 1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 1 SCREENED ENCLOSURES Table 1.3 Allowable Post / Upright Heights For Primary Screen Wall Frame Members Aluminum Alloy 6063 T-6 4-;-4 -cr ar vPlncity of 120 MPH or an applied load of 14 # / sq. ft.* V Tributary Load Width 'W = Upright Spacing Hollow Sections 3'-0" 4'-0" 5'-0" 6%0" 0" 8'-0" 9'-0" Allowable ' ht 'H' / ben ' 'b' or deflection 'd' 2" x 2" x 0.044" 2" x 2" x 0.055' 2" x 3" x 0.045" 2" x 4" x 0.050" 8'-4' b 9' 1" b 11'-3" b 12'-5" b 7'-3' 7'-11" 9'-9" 10'-9" b b b b 1 6'-6" 7'-l" b 8'-9' . 9' b 5' b b 7'-11' 8'-9" b 5'-6' 5'-11" T-5" 1' b b b b 5'-1" 5'-7" 6'-11" 7'-7' b b b b 4'-10" , 5-3- 6'-6" 7'-2" b b b b Tributary Load W - pacing Self Mating Sections 3'-0" 4'-0" 5'-0" 6'-0" Allowable Height' 7'-0" 8'-0" eflection'd' 9'-0" 2" x 4" x 0.044 x 0.100' 2" x 5" x 0.050" x 0.100 2" x 6" x 0.050" x 0.120" 2" x 7" x 0.055" x 0.120" 2" x 7" x 0.055" wl insert 2" x 8" x 0.072" x 0.224" 2" x 9" x 0.072" x 0.224" 2" x 9" x 0.082" x 0.310" 2" x 10" x 0.092" x 0.369" 16'-11" b 20'-11" b 24'-2" b 27'-3" b 36'-3" b 35' 2" b 38'-2" b 41' 10" b 50' ' b 14'-8" 18'-l" 20'-11" 23'-7' 31'- :' 30'-6" 33'-0" 36'-3" 43'-7" b b b b b b b b b 13'-1" 16'-2" b 18'-9" b 21'-l" b 28'-l" b 27' 3' b 29'-6" b 32'-5" b 38%11" b 11' 11' b 17'-l" b 19'-3" b 25'-7" b 24'-10" b 26'-1 1" b 29'-7" b 35'-7" b 1 V-1" 11 15'-10' 17'-10' 23'-9" 23'-0' 24'-11' 27'-5- 32'-11" b b b b b b b b 10'-4" b 12' 10" b 14'-10- b 16' 8" b 22'-2" b 21' 6" b 23' 4' b 25' 8' b 30'-10" b 9' 9'. 12%1" 13'-11- 15'-9" 20'-11" 20'" 22'-0" 24'-2' 29'-1" b b b b b b b b b Tributary Load Width "ff= Upright Spacing Snap Sections 3'-0" 1 4'-0" : 5'-0" u-v 7'-0" 8-0 AllowableAllowable Height' H' /ben g'b' or deflection 2" x 2" x 0.04 5" 9'-11" b 8'-7" b> 20--b 7'- ' b 6' 6" b 6' 1" b 5' 9" b 2" x 3" x 0.045" 12'-9" b 11'-0 b -0" b 8'-4' b T-10" b 7'-4" b 2" x 4" x 0.045" 15'-7" b 13'-64 b11'-0" b 10'-2" b 9' 7" b 8'-11" b 2" x 6" x 0.062' 26'-5" : ,b 22%10" b. 1 b 17' 3" b 16'.2" b 15' 3" b 2" x 7" x 0.062" 2T--- r, 2' Sb 20' 9" For allowable heights at wind velocities other than 120 MPH, see conversion to le 1A on the specification page for tables at the beginning of this section and example below. Note: 1. Thicknesses shown are 'nominal" industry standard tolerances. No wall thickness sha!I be less than 0.040". 2. Using screen panel width 'W' select upright length 'H'. 3. Above heights do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 4. Site specific engineering required for pool enclosures over 20' in mean roof height. 5. Height is to be measured from center of beam and upright connection to fascia or wall connection. 6. Chair rails of 2" x 2' x 0.044" min. and set @ 36" in height can be considered as residential guardrails provided they are attached with min. (3) #10 x 1-1/2" S.M.S. into the screw bosses and do not exceed 8'-0' in span. 7. Heights may be interpolated. CHECKTABLE1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. IFSPANSFOR'C' EXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE REQUIRED, SEE EXAMPLEONSPECIFICATIONPAGEFORTABLESATTHEBEGINNINGOFTHISSECTION. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE ( 386) 767-4774 FAX ( 386) 767-6556 PAGE COPYRIGHT 2003 1- 56 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PER:fSSION OF LA';1RENCE E.BENNETT, P.E. 1 SCREENED ENCLOSURES SECTION 1 Table 1.2 Allowable Spans For Secondary Screen Roof Frame Members Aluminum Alloy 6063 T-6ForAreaswithWindLoadsupto150M.P.H. and Latitudes Below 30'-30'-00" North (Jacksonville, FL) e co, -time Fastened To Beams With Clips Hollow Sections 2" x 2" x 0.044" 2"x2"x0.055" 3" x 2" x 0.045" 2" x 3" x 0.045" 2" x 4" x 0.050" Tributary Load Width 'W' = Purlin Spacing 3.-0. 4 -01, 4. 6.. 5'-0" 5'-0.. 6'-0- Allow eSpan 'L'I ing'b'ordeflection 'd' T-8" d 7' '* d d o'-9' d 6'-6' b 6'-3' b 5'-11' b 8%1- d 7'-9" d T-5- d 7'-2' d 6'-11' d 6'-9" d 6'-6' b 8'-8' d 10'-9" d 8'-3- d 10'-3" 1' 9'- 9- b 7'-8' d 3' b 7'-5' d 8'-10' b T-3' d 8'-5" b 6' 11' d 8'-0" b 127-2" b 11' b 1 10%8" b 10'- - b 9'.8' b 9'-3' b 8'-9" b Tributary Load Width 'W = Purlin Spacing Snap Sections 3'-6" 4'-0' 4'-6" 5'-6" 6'-0" Allowa Spa bending 'b'ordeflection'd' 2" x 2" x 0.044 2" x 3" x 0.045" 2" x 4" x 0.045" 8'-5' 11%7' 8 14'-' d8' l' d 7' T-6- d 7'-3' d d 1 V-1' 0'-8' d -4" d 9'.11' b d 14'. ' C 13'-6- d 12 - b 12'.2' b 7'-0' 9'-6' 11'-8' d . 6'- 9' d b 9'- 0" b b 1 1'-1' b B. Sections Fastened Through Beam Webs Into Screw Bosses Tributary Load Width 'W = P Hollow Sections 3'-6" 4'-0"1 4'-6" 5'-0" 51-61, 6 -0" 6'-8- 2" x 2" x 0.044" 2" x 2" x 0.055" 2" x 3" x 0.050" 2" x 4" x 0.050" 9'-2" 9'-1 1' 12'-" 13'- 7' Allowable Span' L' 1 bending' ' b 8-- 7- b 8'-1- b 7'-8' T 4' b b 9' 4' b 8' 10 b b b 11'- 7' b 10,-11" b 10'-4' b 9'-10' b b 12'- 8' b 11'-11' b 11'-4" b 10'-10'4' 611' 9'- 5' b 6'-7" b 7'-3" b b 8'-11' b Notes: 1. Thic: cnessesshovrnare "nominal' industry standard tolerances. No wa!1 thickness sha!I be less than 0.040". 2. Spans arebasedonaminimumof10TISq. R. for up to a 150 M.P.H. wind load.3. Span is measured from center of beam and upright connection to fascia c,.wa!I connection. 3. Span ismeasuredfromcenterofbearsanduprightconnectiontofasciaor wall connection. 4. Purlin spacing shall not exceed 6'-8'. For beam spans greaser than 40'-0' the beam at the center purlin and one purlin for each 14'-0' on each side of the center purlin shall include lateral bracing as shown in detail 48'-0") spanwithpudinsat6'- 8' o.c. center purlin and (2) purlins each side of center purlin need lateral bracing. 5. Spans may be interpolated. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. Example: Max.'L' for 2" x 4" x 0.050" hollow section fastened to beam with clips with = 5'-0" = 10'-2" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. Box 21.,368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767- 4774 FAX (386) 767- 6556 PAGE COPYRIGHT 200 1 - 55 NOT TO BE REPik OUCED IN WHOLE OR IN PART WITHOUT THE :;117TE PER :'ISSiCN OF LA'.":RENCE E. BENNETT, P.E. SCREENED ENCLOSURES SECTION 1 Table 1.6 Minimum Upright Sizes and Number of Screws for of Rnr,f Reams To Wall Uoriahts or Beam Splicing Beam Size Upright Size Minimum Purlin, Girl Knee Brace Size" Deck Anchors Notes Minimum Number of Screws' Beam Stitching Screw @ 24" O.08xA" 10 x'A" 12 x'A" 2" x 3" 2" x 4" 2" x 3" 2" x 3" 2' x 2" x 0.044" 2" x 2" x 0.044" 2 2 Full Lao Full Lao 6 8 4 6 4 4 8 2"x4" 2"x5" 2"x4" 2"x3" 1 2"x2"x0.044" 2"x2"x0.044" 2 2 Full Lao Full Lap 8 8 6 6 4 1 4 10 8 10 8 8 12 6 6 10 10 10 12 2" x 2" x 0.044" 4 Pa iai Lao 10 14 2" x 6" 2" x 4" 2" x 8" 2" x 9" 2" x 5" 2" x 6" 2" x 3" x 0.044" 2" x 3" x 0.045" 6 6 Pa.,ial Lao Partial Lap 16 18 14 16 12 14 14 14 2" x 9"" 2" x 10" 2" x 7" 2" x 8" 2" x 4" x 0.050" 2' x 4" x 0.050" 8 10 Part'al Lao Partial Lao 20 20 18 1 18 16 16 t4 1 #14 Screw Size Minimum Distance and Spacing of Screws Gusset ~late t nlcKness Edge To Center Center To Center Beam Size Thickness 518" 2' x 7' x 0.055' x 0.120" 1/16" = 0.063' 10 3/8" 3/4' 2' x 8" x 0.072" x 0.224" 1/8' = 0.125' 12 1/2" 1' 2" x 9' x 0.072" x 0.224' 1/8' = 0.125' 14 or 1/4" 3/4' 1-1/2' 2" x 9' x 0.082" x 0..306" 1/8' = 0.125" 5/16" 7/8" 1-3/4" 2" x 10' x 0.092' x 0.369" 1/4" = 0.25" 3!8" 1" 2" Refers to each side of the connection of the beam and upright and each side of splice connection. . 0.082" wall thickness, 0.310" flange thickness Note: 1. Connection of 2" x 6' to 2" x 3" shall use a full lap cut or 1/16" gusset plate. 2. All gusset plates shall be a minimum of 5052 H-32 Alloy or have a minimum yield strength of 23 ksi. 3. For beam splice connections the number of screws shown is the total for each splice with 1/2 the screws on each side of the cut. 4. The number of screws is based on the maximum allowable moment of the beam. 5. The number of deck anchors is based on RAWL R Tapper allowable load data for 2,500 psi concrete and / or equal anchors may be used. The number shown is the total use 1/2 per side. 6. Hollow splice connections can be made provided the connection is approved by the engineer. 7. If a larger than minimum upright is used the number of screws is the same for each splice with 1/2 the screws on each side of the cut. 8. All beam to upright cor.necticns for 2" x 7" beams or larger shall have an internal or external gusset plates. Gusset plates are required for mansard or gable splice connections. 9. For gusset plate connections 2" x 9" beams or larger use 3/4" long screws. 10. The side wall upright shall have a minimum beam size as shown above, ie., a 2" x 4" upright shall have a 2" x 3' beam. 11. Connect beam to upright wl H-bar, gusset plate, or angle clips for each splice with 1/2 the screws on each side of the cut. Table 1.7 Minimum Size Screen Enclosure Knee Braces And Anchoring Required Ahiminum 6063 T-6 Br th Extrusion Anchoring System 0' - 2'-0" 2" x 2" x 0.044" 2" H-Channel With 3 #10 x 1/2" EACH SIDE. 2' x 3" x 0.045" 2' H-Channel With 3 #10 x 1/2' EACH SIDE To 4'-6' 2' x 4" x 0.044" x 0.12" 2' H-Channel With (4) 3/4' long screws size to be determined by beam size, see table 9.6) see i able 1.b t-or rvumoer Hno 01LU vi o,.' uw) Note: 1. For required knee braces greater than 4'-6" contact engineer for specifications and details. 2. Cantilever beam detail shown on page 1-32 shall be used for host structure attachment when knee brace length exceeds 4'-6". Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767.4774 FAX (386) 767-6556 PAGE @ COPYRIGHT 2003 r NOT TO BE REPRODUCED IV WHOLE OR IN PART WITHOUT THE WRITTEN PERti1ISSION OF LAWRENCE E. BENNETT, P.E.. 1 'S9 SECTION 1 CONCRETE DECK EDGE 2" x 2" PRIMARY ANGLE VARIES 5d (MIN.)" 2-1/2" (MIN. BOLT 0 5d DISTANCE 1/4" 1-1/4" 3/8" 1-718" x 2" O / B BASE PLATE (TYP.) 10 x 3/4" S.M.S. (TYP.) 2 " x S.M.B. COLUMN SCREENED ENCLOSURES DETAIL ILLUSTRATES TYPICAL 2" x 4" S.M.B. THRU 2" x 9" SUB CONNECTIONS SCREEN SECONDARY 2" x 2" x 0.063" ANGLE (SEE SECONDARY A 6 ANGLE ANCHOR SCHEDULE AND SECTION 9) CONCRETE ANCHORS INTO 0 e PRIMARY AND SECONDARY ANGLES S.M.S. STICHING SCREWS @ 24" O/C FOR S.M.B. (SEE TABLE 1.6 FOR SIZE) TOP VIEW POST TO DECK DETAIL SCALE: 3" = 1'-0" SECONDARY ANGLE ANCHOR SCHEDULE COLUMN SIZE S.M.B R SB TOTAL CONCRETE ANCHORS TOTAL 10 x ?/4" S.M.S. 2 x 4 4) 1/4". 6 2 x 5 4) 1/4" 10 2 x 6 4) 1/4" 8 2 x 7 4) 1/4" 12 2 x 8 6) 1/4" 14 2 x 9 6) 1/4" 16 2 x 10 10) 1/4" 18 SEE SECTION #9 FOR ADDITIONAL ANCHOR INFORMATION Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767.4774 FAX (386) 767-6556 PAGE p © COPYRB'EFHT 2003 1-4$ NOT TO EPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 SCREENED ENCLOSURES COMPOSITE 2" x 3" EAVE RAIL BEAM - SCREEN ROOF 0 0 0 0 POST TO BEAM FASTENING 0.050" H-CHANNEL SEE TABLE 1.6) OR GUSSETS 0 0 0 0 6 ® o POST SEE TABLE 1.3) 000 z w SCREEN i 450t Z a Q MAY FACE IN OR OUT) D_ 0 >REQUIRED KNEE BRACE No MINIMUM.SIZE AND z w CONNECTION (SEE TABLE 1.7) . IF KNEE BRACE LENGTH LENG OF EXCEEDS TABLE 1.7 USE7,/ KNEE B E i CANTILEVERED BEAMICONNECTIONDETAILS HOST STRUCTURE i ROOFINGol0. 2) 2" LAG SCREWS SEE SECTION 9 FOR SIZE) I -I — 2" STRAP - LOCATE AND ASTEN PER STRAP LOCATION DETAIL PAGE 1-20 0 FASCIA AND SUB -FASCIA 0 2" x 2" ANGLE WITH (4) S.M.S. 0 SEE SECTION 9 FOR SCREW SUPER OR 31ZES) EACH SIDE TO BEAM TO EXTRUDED MAX. DISTANCE TOjoSUPEROREXTRUDEDGUTTERHOSTSTRUCTUREGUTTERWALL24" WITHOUT SITE SPECIFIC ENGINEERING SUPER OR EXTRUDED GUTTER RISER (OR TRANSOM) WALL FASCIA - DETAIL 4 SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTO.NA, FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 PAGE COPYRIGHT 2003 1 -26 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT,P.E. i SECTION 1 SCREENED ENCLOSURES STRAP SUPER OR EXTRUDED GUTTER HOST STRUCTURE SPACING/2 * SPACING/2 4 SPACING/2 + SPACING/2 BEAM SET SPACING BEAM SET SPACING STRAP LOCATION FOR SUPER OR EXTRUDED GUTTER REINFORCEMENT SCALE: 3/8" = V-0" 2" x _" x 0.050" STRAP @ EAC BEAM CONNECTION AND @ 1/2 BEAM SPACING W/ (2) S.M.S. PER STRAP SEE SECTION 9) I 2" S.M.S. OR LAG SCREWSALTERNATESEESECTION9) TRANSOM I UPRIGHT R I I k\ SF(F \ \ a SUPER OR 0 EXTRUDEDgRGeFq \ GUTTEER ANGLE OR RECEIVING CHANNEL (SEE SECTION 9 FOR DETAILS) SCREW PATTERNS MAY VARY SEE TABLES OR NOTES FOR MAX. DISTANCE FROM FASCIA SIZE AND NUMBER OF TO HOST STRUCTURE WALL SCREWS) A — 24" WITHOUT SITE SPECIFIC BEAM CAP ENGINEERING SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 AGE Q COPYRIGHT 2003 1 -20 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 2"x4"OR2"x6" SELF MATING BEAM 1" x 2" SNAP SECTIONS j ATTACHED TO 2" x 2" W/ 10 x 1-1/2" S.M.S. @ 24" O.C. - OR CONTINUOUS SNAP SECTIONS OR 2" x 3" (4) SPLINE GROOVE SECTION 1" x 2" OPEN BACK FASTENED I TO POST W/ (2) #10 x 1-1/2" S.M.S. ATTACH 2" x 2" PURLINS TO SELF MATING BEAMS W/ (2) 10 x 1-1/2" S.M.S. INTO SCREW BOSSES SCREENED ENCLOSURES MINIMUM POST SIZES REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.6) 2 X6 v- i ALTERNATE FLAT ROOF I SELECT FASTENER SIZE, NUMBER AND PATTERN SEE TABLE 1.6 & 9.5A OR 9.513) 2" x 3" HOLLOW OR SNAP SECTION SLOPING BEAM TO UPRIGHT CONNECTION DETAIL (PARTIAL LAP) SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368• SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE - - COPYRIGHT 2003 ART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-8 NOT TO BE REPRODUCED IN WHOLE OR IN P r SCREENED ENCLOSURES , SECTION 1 SCREEN y d' `,'ARIES '' rr10 X 3.14" '3-1.1.S. EACH SIDE 41" SHOb'/`iF SEE SCI ;EDU E NEXT PAGE. 1" x 2" O.S. BASE PLATE TYP.) 1 II5d1'.11NtN1U;1 EDGE DISTANC= I SECONDARY 0 © FROM EXTERIOR, OF COLUi , 2" x (d - 2 ") x 0.063" ANGLE 1 TO OUTSIDE EDGE OF SLR.? EACH SIDE CF COLUi'v`IN ` 1 #10 0 0 I S.M.S. SEE SCHEDULE NEXT PAGE) a d j CONCRETE ANCHOR r ° d GRADE SEE SCHEDULE NEXT PAGE) 1-1/4" MIN. CONCRETE t a j ANCHOREMBEDMENT NOTE: DETAIL ILLUSTRATES I YPICAL 2" x 4" S.M.B. COLUMN 2" 5d CONNECTION MIN.) (MIN.) SIDE VIEW SCREEN CONCRETE ANCHOR THRU ANGLE OR WITHIN 6" OF UPRIGHT IF INTERNAL SCREWS INTO SCREW BOSSES G ° d A 7I ddI NOTE: SELECT CONCRETE ANCHOR FROM TABLE 9.1 6" (MAX.) 3000 P.S.I. CONCRETE a 6" ( MAX.) FRONT VIEW DOLT + G DISTANCE 3i8" t-7;8" TYPICAL S.M. OR SNAP SECTION COLUMN 2) # 10 x 3/4" S.M.S. EACH SIDE PRIMARY 2" x 2" x 0.063" ANGLE 1" x 2" BASE PLATE (TYP.) 1- 1/4" MIN. CONCRETE ANCHOR EMBEDMENT• MAX. SPACING 24" O.C. FOR BOTH SIDES 2" x 4" OR LARGER SELF MATING OR SNAP SECTION POST TO DECK DETAILS SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P. O: BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE ( 386) 767-4774 FAX ( 386)767-6656 PAGE COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 -4T r SECTION 1 SCREENED ENCLOSURES i) #10 S.M.S. (MIN.) - x 1-1/2" x 8" FLAT BAR e e e 125" PLATE OUT ON e 450 ANGLE LT OR TURNBUCKLE FOR CABLE TENSION ESS STEEL (SEE TABLE) RIMETER FRAMING MEMBER TYPICAL_ GAbL.t L UNNECTIONS (cry CORNER - DETAI SCALE: 3" = V-0" A ALTERNATE: USE (1) 1/4" x 1-1/4" FENDER WASHER EACH SIDE OF FRAME MEMBER EITHER A OR B 1" x 2" x 0.125" CLIP AND (4) B MIN. (2) CLAMPS REQUIRED 10 x 3/4" S.M.S. EACH SIDE - TYP ) FOR CABLES ®® MIN. 114"'EYE BOLT. WELD EYE CLOSED (TYP.) ALTERNATE TOP CORNER OF CABLE CONNECTION - DETAIL 1A SCALE: 3" = V-0" Lawrence E. Bennett; P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE cQ COPYRIGHT 2003 1-35 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTCN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 SCREENED ENCLOSURES STAINLESS STEEL CABLE CABLE CLAMP SEE TABLE) NOTE: SEE PAGE 1-38 FOR NUMBER OF CABLES REQUIRED n 125" ANGLE 2" CONCRETE MIN.) DISTANCE FROM EDGE OF SLAB = 5(D) OF SCREW ALTERNATE CABLE CONNECTION AT SLAB DETAIL - DETAIL 2B SCALE: 3" = V-0" SELECT ANCHOR FROM TABLE 9-1A MIN. SHEAR 607# FOR 3/32" CABLE AND 445# FOR 1/8" O CABLE, FOR 3/32" CABLE 2"5 1/4" x 1-1/2" CONCRETE ANCHORS (MIN.) o coo 5d (MIN.) 5-1/2" (6" NOMINAL) v SLAB (MIN.) 6-1 5d (MIN.) tiJ 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH ALTERNATE CABLE CONNECTIONS - FOUNDATION - DETAIL 2C w SCALE: 3" = V-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 j PAGE COPYRIGHT 2003 1 -40 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. L- . I f— SCREENED ENCLOSURES SECTION 1 CONNECTOR MAY BE (2) ANGLES, INTERNALLU' CHANNEL OR EXTERNAL'U' CHANNEL EACH SIDE OF CONNECTING BEAM W/ SCREWS (PER SECTION 9) MINIMUM NUMBER S.M.S. @ 3/4" LONG REQUIRED EQUAL TO BEAM DEPTH SEE SECTION 9) 6 W 6 F- Co PRIMARY BEAM A o (SEE TABLE 1.1 OR 1.8) A UJ IL 9 I I CARRIER BEAM NOTE: SEE TABLE 1.5) EXTRUSIONS W/ INTERNAL SCREW BOSSES MAY BE CONNECTED W/ (3) #10 x 1-1/2" INTERNALLY CARRIER BEAM TO BEAM CONNECTION DETAIL SCALE: 3" 1" x 2" OR 2" x 2" ATTACHED TO WALL W/ #10 x 2" S.M.S. @ 16" O.C. I 1 6 JPRIMARYOR MISCELLANEOUS Q 9 FRAMING BEAM Uu 9 SIZE PER TABLES) 6 6 HOST STRUCTURE MASONRY I OR FRAMED WALL (SELECT FASTENERS FROM SECTION 9) BEAM TO WALL CONNECTION DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE QC COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 1 * I SBCTION 1 SCREENED ENCLOSURES CONNECTOR MAY BE (2) ANGLES, INTERNAL'U' y 9 Lu CHANNEL OR EXTERNALLU' IQ CHANNEL EACH SIDE OF CONNECTING BEAM WITH 0 6 PRIMARY BEAM SCREWS (PER SECTION 9) w (SEE TABLE 1.1 6 AND/OR TABLE 1.5) CARRIER BEAM 6 SEE TABLE 1.4) 6 0 MIN. NUMBER S.M.S. @ 3/4" LONG REQUIRED IS EXTRUSIONS W/ INTERNALEQUALTOBEAMDEPTHSCREWBOSSESMAYBE SEE SECTION 9) CONNECTED W/ (2) #10 x 1-1/2" INTERNALLY CARRIER BEAM -TO BEAM CONNECTION SCALE: 3" = V-0" ANGLE OR RECEIVING CHANNEL I Lu 0J Q 0 PRIMARY BEAM ~ SEE TABLE 1.1 a 6AND/OR TABLE 1.5) _ 6n. 0 0 I BEAM TO WALL CONNECTION: 2) 2" x 2" x 0.060" EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD WALL WITH MINIMUM2) 3/8" x 2" LAG SCREWS PER SIDE OR (2) 1/4" x 2-1/4" CONCRETE ANCHORS TO CONCRETE ORMASONRYWALLADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" ALTERNATE) (1) 1-3/4" x 1-3/4" x 1-3/4" x 1/8" INTERNAL U-CHANNEL ATTACHED TO WOOD WALL WITHMINIMUM (3) 3/8" x 2". LAG SCREWS OR (3) 1/4" x 2-1/4" CONCRETE ANCHORS TO CONCRETE ORMASONRYWALLADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM LARGER THAN 3" CARRIER BEAM TO WALL CONNECTION SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA FL 32121 TELEPHONE (386) 767.4774 FAX (386) 767-6556 PAGE COPYRIGHT 2003 1 .36 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E F"' S-E ION 1 SCREENED ENCLOSURES Table 1.10 Allowable Spans For Super Gutter and Self Mating Beam Screened Enclosure One Side/Solid Roof Other Side Aluminum Alloy 6063 T-6 For Areas wan wlna Loaas Iov m.r .r,. a -•-• -- - 2-Screen Roof Beam Span 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" Beams And 5" Super Gutters 2" x 6" x 0.050" x 0.120" 2" x 7" x 0.055" x 0.120" 2" x 7" x 0.055" w/ Insert 2" x 8" x 0.072" x 0.224" 2" x 9" x 0.072" x 0.224" Z" x 9" x 0.082" x 0.306" x 10" x 0.092" x 0.369" olid Roof Beam Span 5'-0" 11' 4". 12'-1' 15'-3' b 14'-10" b 15'-11' b 1-1-4" b 20' 7' b 10'-11" bn107-"J—T07-3-b10' 5'-0" 1" b 13' 10" b 13'-5" b 14'-6" b 15'-9- b 18'-8" b 5'-0" 1018' b 13' S' b 13'-1' b 14'-1' b 1E53'Eb0" 1"8" 5'-0" 0' 4" b 13' 1' b 12'- 8" b 3'-8" b bL114E-b 5'-0" 0'1' 12'-9' 12'-5' 13' 4' 14'-6' 17'-3' b b b b bb2" 14'-8" b 14'-4" b 15'-5" b 16'-9" b 19'-11" b 14'-3" b 13'-10- b 14'-11b 16'- 2' b 19'- 3' b Notes: 1. If the solid panel is greater or less than 10'-0', then the 1/2 the allowable screen roof beam span shall be adjusted by the factor of +/- 2 x 112 (the solid roof panel span difference between the actual and 10'-0"). The adjustment to the allowable screen roof panel width is applied as a plus if the solid roof panel is larger than 10'-0".and minus if the Solid roof panel is smaller than 10'-0'. 2. For span of "L" of beam; use screen panel width "W' from drawing. 3. Load span = 1/2 of screen beam length + 1/2 of solid roof span . 4. Spans are based on a minimum of 104 / Sq. Ft. for screen and up to a 150 M.P.H. wind load for solid roof portion. 5. Spans may be interpolated. 6. For minimum beam to upright sizes use Table 2.3. Table 1.11 Maximum Wall Width = 20'- 0" 30'- 0" 40'- 0" 50'- 0" 60'- 0" LC- Rrnrinn FaStOnino Schedule Number of #10 x 3/4" S.M.S. Required Comer Post @ Top Diagonals ( K) per End Intermediate Post @ Chair Rail Corner Post @ Bottom Plate to Sole Plate 2 2 4 2 2 2 2 4 2 2 3 4 6 2 2 4 5 8 3 3 6 1 7 i12 3 3 Note: Maximum front wall height = 10'-0" Use front wall width when determining number of s.m.s. for the side wall K-bracing. Usesidewallwidthwhendeterminingnumberofs.m.s. for the front and / or back wall K-bracing Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPM..ENT CONSULTANT P. O. BOX 214368, SOUTH DAYTONA FL 32121 TELEPHONE ( 386) 767.4774 FAX ( 386) 767-6556 PAGE COPYRIGHT 2003 1. 62 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LA'T/RENCE E. BENNETT, P.E. ova -ice , PREPARki) BY: CH LENE LOPEZ, , T CHAM A E POOLS OF CENTRAL FL. j X - Z `' 5497 BEN RK LANE Florida Pool Enclosures,lnc n to SUITE # 101 P.O. Box 5211366% Longwood,. FL 32752-1136 M-c SANFORD, FL 327 (407) 260-2800 t'r" ER C' PERMIT NUMBER to [, fJi ' y n C„a w TAX FOLIO NUMBER I.. M frl ' rr. r4 ca - r1: U NOTICE OF COMMENCEMENT sw i STATE OF FLORIDA COUNTY OF Ilse UNDERSIGNED hereby gives notice that iniprovenienl (s) will be made to certain mid real property, and in accord'unce willi Chapter713, 17lorida Statutes, (fie following inlormalioii if provided in this Notice of ComntencenienL DESCRIPTION OF PROPERYY (legal description and street address if available) Lt27" s51, 5?7'7/ 6/3E2- GENERAL DESCRIPTION OF IMPROVEMENT(S) POOL t &)C CERTIFIED COPY OWNER INFORMATION ir n` r*irl t Name and Address interest in Property ( lee Simple, Partnersliip, etc.) NAME AND ADDRESS OF FEE SIMPLE'I ITLFFM%D R Eif other than owner ) a oo nclosures,lnc NA P. O. Box 521136 LoRg,.,,, wed, FL 32762-1136--- - -- CONTRACTOR INFORMATION -(407) 260-2800 Name andAddressCIIArIPAGNEPOOLSOFCENTRALFL. - 5497 BENCRmARK 1 N STF # I N t SANFORD, FL 32773 SURETY ( Bonding Company) Name and Address NA Amount of Bond LENDER Narne avid Address__ NA _ Person within the State of Florida designated by owner upon whom notice or other documents may be served as provided by section 713.13( 1), (a), 7., Florida statutes name mid address) in addition to himself, Owner designates_ or to receive a copy of Lienors Notice as provied in Section 713.13(2), (b), Florida Statues Expiration Dale of Notice of Commencement NA dui'e` rent dafe`iss j,A The expiration date is one year frorn date of recording unless a Slate of Florida County of The foregoing instrument was acknowledged before me this t by miV tL Aw) oy!jj tl{.fL ZZ who is personally known to me. NOTARY PUIILI SIGNATURE DAVID J. WOLFF Notary Public, State of Florida Mycomm. expiresMarch15, 2008. Bonded thru Ashton Agency, Inc. N800 4500500 NOTARY 0TAMP CERTIFICATE OF.00CL?PANCY / COMPLETION This is to certify that the building located at 181 BRISTOL FOREST TR for which permit 03-00001635 has heretofore been issued on 4/25/03 has been completed according to plans and specifications filed in the office of the Buildin Official prior to the issuance of said building permit, to wit as -( S'v4 bLx ot-,4 2Z jj-ncj complies with all the building, plumbing, electri 1, zonirlg 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 BUILDING: Finaled p313.(A.` ZONING: Inspected UTILITIES: FIRE: Inspected Water Sewer Lines In Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs n Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE 01-OPEN SPACE FEES PAID DATE APPROVAL DATE AMOUNT 5/08/03 4/25/03 5/28/03 5/01/03 4/25/03 4/25/03 4/25/03 4/25/03 10.00 10.00 10.00 10.00 10.00 59.27 54.00 279.61 PAGE: CERTIFICATE OF_OCCUPANCY / COMPLETION This is to certify that the building located at 181 BRISTOL FOREST TR for which permit 03-00001635 has heretofore been issued on 4/25/03 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-PLAN ALTERATIONS 5/09/03 35.00 01-POLICE IMPACT - RESID 4/25/03 91.93 01-RADON GAS TAX FEE 4/25/03 20.54 01-ROAD IMPACT FEES 4/25/03 847.00 01-RECOVERY FD/CERT. PGM. 4/25/03 20.55 01-SCHOOL IMPACT FEE 4/25/03 1384.00 WD IMPACT:SINGLE FAMILY 4/25/03 650.00 SD IMPACT:SINGLE FAMILY 4/25/03 1700.00 ed& L-O'-vs rn F -$ lo3OBUILDINGOFFICIAL / DAT CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #:05?S' ADDRESS: CONTRAC' PHONE #: ( y0'1> 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 Kf 0 D, Public Works Utilities OFire A Zoning ( 1 Licensing (1 CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 9 /J7 `'6kV h)L 7A1cc3 o i. t')4 1y" /v3 P. swe wT W CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: -' _d 3 PERMIT ADDRESS: CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public WOKk 11] jtilities _4 CONDITIONS: (TO BE COMPLETED Fire C'\ Zoning Licensing LY IF APPROVAL IS CCONDIT/IONAL Uj v--LeC CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION w/8 3ag 90 SINGLE FAMILY RESIDENCE*** DATE: E PERMIT #: C!)' \o ADDRESS: CONTRAC PHONE #: 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. OEngineering OFire Xublic Works OZoning O Utilities Licensing (1 4 CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) N 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, 200E SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number CENTEX HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 181 BRISTOL FOREST TRAIL CITY STATE ZIP CODE FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 52, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. SEMINO EOCOUNTY 120294 MMUNITY NAME &COMMUNITY NUMBER I SEMINOLLE NAME I FLORIDA B4. MAP AND PANEL B7. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth offlooding) 120294 0035 E 4/17/95 4/17/95 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. AS Profile ® FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area orOtherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number I(Select the building diagram most similar to the building forwhich this certificate is being completed - see pages 6 and 7. If nodiagram 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, AR/A, AR/AE, AR/A1-A30, ARIAH, AR/AO Complete Items C3: a-i below according to thebuilding diagram specified in Item C2. State the datum used. If the datum isdifferent from the datum used forthe BFE in Section B, convertthe datum tothat used for the BFE. Showfield measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ElYes ® No flC3 a) Top of bottom floor (including basement or enclosure) 14. 9 ft.(m) ca o b) Top of next higher floor 28.2 ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o 0 o d) Attached garage (top of slab) 14. 4 ft.(m) E o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 14.3 ft.(m) E 6 o f) Lowest adjacent (finished) grade (LAG) 13.0 ft.(m) ID o g) Highest adjacent (finished) grade (HAG) 14. 1 ft.(m) W o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 I oi) Total area of a Ipermanent openings (ood vents) in .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 anv 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 320 E. SOUT SIGNATURE CITY STATE ZIPC( ORLANDO FL 32803 DATE 8/ 6/03 TELEPHONE 407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bkig. No.) OR P.O. ROUTE AND BOX NO. Policy Number 181 BRISTOL FOREST TRAIL CITY STATE ZIP CODE Company NAIC Numtx'r - FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides ofthis Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended foruse as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building forwhich this certificate is being completed —see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(am) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4, The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(crn) above or below (check one) the highest adjacentgrade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the oommunity'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 orowner's authorized representative who completes Sections A, B, C (Items C3.h andC3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) orZoneAO must sign here. The statementsin SectionsA, B, Q and Earecorrecttothe bestofmyknowledge. PROPERTY OWNER'S OROWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of.this Elevation Certificate. Compleie the applicable item(s) and sign below. G1 The information in Section C was taken from other documentation that has been signed and embossed bya licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. Acommunity official completed Section Efor a building located in Zone A (without a FEMA4ssued or oommunity4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT DATE PERMIT G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth offlooding at the building site is: LOCAL OFFICIAL'S NAME TITLE DATECERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED COMMUNITY NAME TELEPHONE SIGNATURE DA COMMENTS ft.(m) Datum: — fL(m) Datum: — Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 52, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 0 A=26'43'24" L=23.32' R=50.00' CB=S13°15'03"W C=23.11' I ZO 1I av 0 - N 1`11 C31 N 06 O CV 0 z zwf 0 I M z\ oaVo O :O mJ 0 Oy UJ - 0 O CD 0 z 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) CONCRETE BLOCK WgLL I i LOT 51 II ry0' RA/NgOf , VD 3 , fNtIIII INSI IF— N 101 39.3' Jo TWO STORY 2. CONCRETE BLOCK o •;` I o & WOOD FRAME"• I o RESIDENCE 23.0' 1 FINISH FLOOR ELEVATION=13.7 N ry0' III 60.0' 44.5' 5' DRAINAGE AND UTILITY EASEMENT A/C P, J4 \ S89.53'21 "W J 0 130.00' J 3 O CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2, PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 08-3-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHEASTERLY LINE OF LOT 52 BEING S 63'23'15" E PER PLAT. FIELD DATE:) 4/21/03 SCALE: 1" = 30 FEET APPROVED BY: GKB JOB N0. ASM39666 DRAWN BY: REVISED: FINAL 8-3-03 CKB FORMBOARD 5-7-03 CKB REPOSITION 4-1-03 JML PLOT PLAN 01-09-03 CKB LOT 53 i .CONCRETE': ; EWo:'DRIVAYi N j 25.5' —• 1"=30' GRAPHIC SCALE annnm 0 15 30 h / EQFF / 4 / y o - t N89'53'21"E 25.00' 3: RP 25.00' U rpl9' S3'21"W 9, o o OvQ Jman o rnml;o riFwm n NJ 0 rn CENTERLINE OF RIGHT-OF-WAY O N 0)cn j PT wv LO m LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION O 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 POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L8#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 1u W i N 0 O p00TIN o rn D D OFND 1/2" IRON ROD AND CAP LB #6393 (04/21/03) QFND NAIL AND. DISCLB #68 (04/21/03) SET 1/2" IRON ROD AND CAP. LB #6393 (04/21/03) CNA CORNER NOT ACCESSIBLE L DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINEPCCPOINTOFCOMPOUND CURVE R RADIUS I HEREBY CERIIFY, IHAI I1-115 IJUUNUAKY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. 8-11-03 FOR THE FIRM IM R. JUkATELLO JR. PSM#4 28 DATE 9 om J PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 52, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA OA=26'43 24r' NOTE: L=23.32' THE FINISHED FLOOR ELEVATION OF THIS R — 50.00' STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CB=S13*15'03"W CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). C=23.11' oz U I - I av CONCRETE BLOCK WALL III I LOT 51 = 30 GRAPHIC SCALE 0 15 30 I p' N'4pE- qH 1S 23 IS ,, I 0 Y PgSfMFNT I f I ry I 0, I 39.3' o., I -Jo I in CS..., d ¢ 1 - TWO STORY 2:0.w.. CONCRETE BLOCK' o & WOOD FRAME ui '•• •'', a RESIDENCE 23.0' FINISH FLOOR I ELEVATION=13.7 I 11 60.0' 44.5' T-----------------oo------------------ Q Q - 5' DRAINAGE AND UTILITY EASEMENTA JQ 1 S89'53'21 "W 10 130.00' CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY. LLC NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 08-3-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLANE ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHEASTERLY LINE OF LOT 52 BEING S 63'23'15 E PER PLAT. FIELD DATE:) 4/21/03 SCALE: I" = 30 FEET APPROVED BY: GKB JOB NO. ASM39666 DRAWN BY: REVISED: FINAL 8-3-03 CKB FORMBOARD 5-7-03 CKB REPOSITION 4-1-03 JML PLOT PLAN 01-09-03 CKB LOT 53 h OAF ryp p 0 co TIV 3• ` oJo - 25.00' NCW:.:: I 1 30a___1_ N89.53'21"E PI OS89'S3'21' W nRP125.00' . N I_ i CONCRETE' '4` ]M" oN DRIVEWAYi:f OUoSTT 25.5' 1---- Jrn a" o u mlo O m WnPADS wmwml j TOF Q WAY RIGHT-OF-WAY ON D Y oI 6p r 30l W PT Fri LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 13- 111 EXISTING ELEVATION O 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 POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBp6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 ( 407) 426-7979 OFND 1/2" IRON ROD AND CAP LB # 6393 (04/21/03) Do FND NAIL AND DISC LB # 68 (04/21/03) SET 1/2- IRON ROD AND CAP LB # 6393 (04/21/03) CNA CORNER NOT ACCESSIBLE In, DENOTES DELTA ANGLE L DENOTES ARC LENGTH C. B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/ C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION PPOL POINT ON LINE CC POINT OF COMPOUND CURVE R RADIUS SURVEY, SUBJECT TO THE SURVEYOR'S NOTE CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTI BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17- 6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. 17m U FOR THE FIRM R. JUkATELLO JR. PSM#4 28 DATE CITY OF SANFORD PERMIT APPLICATION OyPermit #: Date: Job Address: I Tot— fv tom Z— 1 Description of Work: 1t.ST rLt Historic District: Zoning: Value of Work: $ L Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Poolf—,fElectrical: New Service AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout &Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: Pv C_ _ # of Stories: of Dwelling Units: Flood Zone: (FEMA form required for other than x) i' Parcel #: Attach Proof of Ownership & Legal Description) Owners Name & Address: tt LC i4'T11.9t, I T t `, Phone: % -a>Z 1 Ceg o 1 ( Contractor Name & Address: Tlit ocl/SS't T)L_ \S$ — aG. r L-- cf' / "'Ct State License Number: Phone & Fax: ? ) w2 " qo 3 Contact Person: ZvS,> Phone( ) 3Lk-34=3-+(+ Bonding Company: ( 1 ,:" Lo r S 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 ofthe foregoing information is accurate and that all work will be done in 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 L aw 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date cg2EfL L oz- 1 I I f Print Owner/Agent's Name Pri ntractor/Agent's ame Iv ty Signature of Notary -State of Florida Date a e of Notary -State of Florida Da e Owner/Agent is _Personally Known to Me or Co actor/Agent is. P rsonally Known o e or Produced ID Produced ID n 6t ) 110 aob() APPLICATION APPROVED BY: Bldg: Zoning: Initial & Special Conditions: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL A i 1 th"`°f` Back 4crrfrntA+r Ctxtnt,v K+11 ttei Mrxt w_ i tytOrYy fit. z-r 19-Xsh...9sir 2004 WORKING VALUE SUMMARY GENERAL S3-SANFORD Value Method: Market Parcel Id: 0000-020520 Tax District: WATERFRONT000 Number of Buildings: 1 REDVDST Depreciated Bldg Value: $203,476 Owner: VELEZ KATINA Exemptions: Depreciated EXFT Value: $0 MARK A Land Value (Market): $13,680 Address: 181 BRISTOL FOREST TRL Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $217,156 Property Address: 181 BRISTOL FOREST TRL SANFORD 32771 Assessed Value (SOH): $217,156 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor: 01-SINGLE FAMILY Taxable Value: $217,156 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $285 WARRANTY DEED 09/2003 05014 0546 $204,700 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 52 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 13,680.00 $13,680 PGS 12 - 15 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 2003 13 4,081 3,455 CB/STUCCO FINISH $203,476 $204,498 Appendage / Sqft GARAGE FINISHED / 483 Appendage / Sqft SCREEN PORCH FINISHED / 143 Appendage / Sqft UPPER STORY FINISHED / 1947 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes- if you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=2219305020000O52... 11 /12/2003 yV IJJJUuJ v L..» t-:.a L a.J VJ v , < p. 2 The Preserve at Lake Monroe H- OMEOWNMSSASSOCIAWON, WC - ADDRESS' t • . a .:. r• cs. rM =All., TYPE OF ALTZRATWN AND MATEKALS To BE USED-. IF M 9PAC6 LS jrqupRI90. PLRWZ ATr kCX TQWas RJAM. 72LAw Y017} - t.....:.. w v&fgA "grata amine me afar "'I" of kaA gaildlitg parss > ° bait4ieE wear aPDTavai of ed Y orCtty Code andf r iteead am aaottproper4Y aitesatwr+s aadlor kapamusam Tbo Arakitaa"-W Ravlsw BOwd do" have no tn"W*r abllQpdm to det whrther wch bw romme" a6 fadoe wd adt'ers00"Iy wbh any applicable law. rule, tagmdadM Owk or asd' nance, As a eoad•+t+ w to 8 s&lzg appmvaiof say mq=u far s change. sjj&wjwormddif wen M* tft bash shuclum, 00 app8ioa It *M* mm andMims *mvm. Mmby acsaoc Sok "312 R111ity b . 60 repair, rfDalmossm or m1memut als sad+ c , al0eratl0ra or ocbdMg*MiWL lac AND CSN= AND AOR TFtPr T T" Pros m at Gene" moa I oovraors Hub= ARSIKOT RED TO TA= ANY AMOK 44 Ji1JfAtic. R CB ORMN [AlTA1N ANT SU= APPROWD C NAlyd 06 ALTWATION OR ADDMON, OR ANY SrMUC L}kLb OR ANY OyHM pMOMTY. T= iE?bMWMM ARID MI ASSIGNS ASSUMM ALL RESPONMMITY AMCOSTFORANYADMIONORCKANOEANDITS' P TURB UPIUM AND MAA+TMACis. 1Tl. i8' • /„„_,,__OWIi$R•3SIG'1/'I'tIR3F QW TAKEN BY THE ASSOCIATI NOT l IrPROYSD:,, _-- A _ APPFJOV D: 141 A ORIZBn STQrNA RIB THE t twirl Rovisvr Ramey Pretlsd w* MmA 407Wlows5lpuWRd. Ica. 2ms L4namood, EL 37r79 407. 706.9100M07.7tD ID3 (bA BOO/ IDO 30A 9M IV RUM iDMM" Yid _99:11 NO' 4o0Z/COlTI _._. Z'd 26T9-T2C(LOts) ZOTOA RuOy ud "iueW — eLC=60 60 LO AOW pp ror Over77tnydYears by ox FencingShCs r . v-- —v e Z Fax: 407-532-9073 PROJECTED INSTALLATION SUBDIVION: 1 jl—'1217QSt llY .(,• NAME ! Due to barring weather and'orsupply conditions, installation cannot be scheduled for specific days, dates or times ADf(iDC SS., i! y r 1 CITY & STATE t1r- I ZIPA. DATE 1+] d OBIL lit Lf ? 4, TEL x> s t 7 3Q - ,6:0 EL FCro TERMS h WOOD CHAIN LINK PVC ALUMINUM VC LJ P Total Footage 4— i % r- S r-1 i Fence Height T f i + Style of Fence l V,1l (-(' LO/ VfC-()2 1.i•.t.: h' , t (C ofWalk Gates r / Width J oafDouble Drives / Width _ Fence to follow contour of ground Fence to be level Remove existing Fence line clearing YES", NO El RICE Jl [I.,<ti lt' L TOTAL ij 1 A44C L rlrvn:X% r J' f( 1 C 5 a''1 NOTICE TO PURCHASERS OF WOOD FENCES r Qr & CONTRACT CONDITIONS Wood Fence materials are rough mill cut pieces. Wood fence has a The undersiggeti"o vcr hereby promises to pay SimCox Fencing, immediately upon completion tendency to shrink & warp in hot, humid weather. Cracks in the wood are a of installation, the lump sum payment. Said owner further agrees that until final payment is made, the common and accepted occurrence. Sim Cox Fence will only Guarantee the title and. right ofpossessionof the merchandise shall remain in SimCox Fencing, I will not sell, remove workmanship on wood fences for I year. or encumber the same without your written consent, and that upon default ofpayment you may at your option, take back the fenceoraffirm the sate and hold me liableforthe fullunpaidbalance. Should legal SPECIAL INSTRUCTIONS: action be necessary to collect saiddebt, thenan attomey's fee willbe assessed. j{ SimCox Fencing is responsible for locating underground cables and utilities. However, SimCox r Fencing is not responsible for damage to sprinkler lines or any other hidden underground obmtuetion. Also, property owner is solely responsible for locating property lines and determining where fence.is tos.. d be erected, SirnCox Fencing mcasuresthrough a, gates. T c h cforthe ate(chain link orwood reflects the cost ofhinges,latches, and lab inv. fj { t it i t F- t,., r' • I buyer's Signature Salesmat - ei 1 Directi J / gyp l. ' ,._:••:.f r 4• ,... 1.1,..y.. i -/- C.?r I {,>` } r+. r i ,,• ti , CROSS STREET G3 LOCATES: YES 0 NO TICKET # PERMITS: 0 YES NO DATE PULLED '• i._M 0 s T " d 26I9-T2E[GObI za1aA AU0g4Ud 'P{Jew eLE:6l7 co Lo AoN PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 52, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 1D G=26-43'24" L=23.32' R=50.00' C8=S13*15'03"W N C=23.11' II Ta 0- rE LCBOCWALL O tCJ II i O N i O z z I fib 1 4 r All, W s e 6 04 +I F— i,Di0 393 I 3 I TNO STORY CONCRETE BLOCK Vi I b a moo FRAME a RESIDENCE FLOOR Q n i I ri EVAANISHTt EIEVATI0N.13.7 000 i O z-- m ----- --- -- CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY. LLD NOTE: I. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/ FOUND ON 08-3-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE. LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE 717LE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SLRVEYORANDMAPPERNOTE: 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). LOT 51 S6 """ 13 ry J . y n QX O S C a 53' 21 "W 130. 00' LOT 53 CCppNNCREiE'!` o URIYEWAY-;fir xs. s' PI S89'! Vol ON 3oI 0)L4 PT LEGEND BUILDING SETBACK LINE CENTERLINE RC44T OF WAY LINE EZISIINC ELEVATION J CONCRETE LB LAND SLRVEYINC BLISINESS LS LAND SURVEYOR PRN PERMANENT RErERENCE MONUMENT PCP PERMANENT CONTROL POINT pi PER PLAT WI) MEASURED FWD FOUND C/ W CONCRETE WALK S/ W SIDEWALK CP CONCRETE PAD CS CONCRETE SUB PARKERLENGTH pKKALONPOC POINT OF CURVE I CRAPHC SCALE D Is se CAD ise393 (004/2,//03)No Qo FND NAIL AND DISC LB ,Ise (04/21/03) 0 SET 1/2' IRDN ROD AND CAP LB16393 (04/21/03) CNA CORNER NOT ACCESSIBLE e DENOTES DELTA ANGLE L DENOTES ARC LENGTH C. B. DENOTES CHORD BEARING PC DENOTES PORII Or CURVATURE PI DENOTES POINT OF INTERSECTION PAC DENOTES POINT Or REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/ C AIR CON IOM, NERCBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE T) IDENTIFICATION POL POINT ON LIRE PCC POINT OF COMPOUND CURVE R RADIUS Z' d 26T9-T2E(G04) zaTaA RuOq-4uU >1uQW e92:60 CO SO AoN CITY OF SANFORD PERMIT APPLICATION Permit No.: 0 ' 1 Date: MAR 2 6 2003 Job Address: Z11 kA Permit Type: XX Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: CONSTRUCT CONCRETE BLOCK SINGLE FAMILY DWELLING Additional Information for Electrical & Plumbing Permits Electrical: _Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: XXResidential _Commercial _ Industrial Total Sq Ftg: -- Value of Work: $ Type of Construction: CONC . BL K . /06 Flood Zone: Number of Stories: Number of Dwelling Units: 1 Parcel No.: ' 22-1-9-30-502-0000- Q,,oZ 0 (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: CENTEX HOMES, 385 DOUGLAS AVE. , STE. #2000, ALTAMONTE SPRINGS, FL 32.714.... 407-661-2176 Contractor/Address/Phone:, SAME AS ABOVE (PATRICK J. KNIGHT, PRESIDENT) State License Number: CG C049689 Contact Person: MIKE ENWRIGHT Phone &Fax Number: 407-661-2184 *** 407-661=4089 Title Holder (If other than Owner): N/A Address: Bonding Company: N /A Address: Mortgage Lender: N/A Address: i Architect/Engineer HURRICANE ENGINEERING Phone No.: 407-774-9003 1~ Address: P.O. BOX 161613, ALTAMONTE SPRINGS, FL 32716 Fax No.: 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 NOTICEOF 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 maybe additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 26 2003 LIAR 2 6 7003 Signature of owEed9gentDate Signature ofContractor/Agent Date i PAT KNIGHT PAT KNIGHT 4ent' s Name MAR 2 6 2003 Notary - State f Florida Date LIMBERLY A. BROWN it # co 0 d590 UPIRES: Marrh 23, 2004 F s' Dc ridrr''"rhru N"ark F"uLl!c Underxriters Owner/ Agent is XX Personally Known to Me or Produced ID r• TiAgent' s KIMBFRI. Y A. BROWN D. wCOMMISSICN # DD 098590 EXPIRES: AAarrh 29, 2004 Bonded 7hru Netaiy Pubiic Underwriters Contractor/ Agent is Produced ID 9, - m APPLICATIONAPPROVEDBY: / " /. MAR 2 6 2003 Date Personally Known to Me or Date: AaY. Special Conditions: I Permit # : 0 Job Address: _ CITY OF SANF.ORD PERMIT APPLICATION # ,, 1i ..:i.ti Date: ,, -03 01 --I--A Q-4 e i- —1 r _ . r _ '1-19- 1' Description of Work: Historic District: G Zoning: IV Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm 1`041. ,.._. Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporhry Pole Mechanic4 Residential Non -Residential Replacement New. (Duct Layout &Energy Cali_ Required) F- Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential/ Commercial Industrial Total Square Footage: — mm Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form requited for of-.hicr Glean X) Parcel tt: Owners Name & Address: Contractor Name & Address: Phone & Fax: Bonding Company: Address: Attach Proof of Ownership & Legal Description) Phone: License.Nu P 3 -- P 3e jL% L. 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 ofthe foregoing information is accurate and that all work wil do in co Nance with'all`applicable- laws regulating construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE CO NCE NT MAY RESULT 11\ YO JR l'/i5'Il G TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN F NCING, ONS 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 res ' ions applicabl to s operty that y be and in the public records of mthiscounty, and there may be additional permits required from other govementa ntities such as t agement cts, s e agencies fC.d(Tal aPCnCies. Acceptance of permit is verification that I will notify the owner of the Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Produced ID Personal]% no%n to Me or APPLICAI [ON APPROVED BY: Bldg: Initial & Date) Zoning: Law, FS 71. immature of Connetor/Agent Date ROBERT G. DELLO RTTSCC) Print Contractor agent's Narrm Si--Mature of No-y-State of Florida Date Contractor/ARe-: i _ PersonaP v Known to Me or Produce.` .'D Initial & Date) FD: Initial & Date) (hrtial & Daic Spccia! Conditions: -- ».,,;--MIRiNBA-O•-DER MY COMMISSION # DD 212893EXPIRES: June 14, 2007ThruNotaryPublicUnderwriters 5-06-203 12:52PM FROM P CM OF SANFORD PERMIT APPI-IrATInN Permit P, Job Addri Descriptie Historic 1)__.._.. vane or worw Permit Type: Building Eleeuical X Mechanical Plumbing,_ Firt; Sprinkler/Alarm Pool _ Eledricsl: New Service — # of AMPS Addition/Alteration Change of Service TempoMry Polc _ -- Mecham"I: Residential Non -Residential Replacement New (Duct Layout & Fnergy Ql Required) Plumbing/ New Commercial: # of Fixtures P of Water & Sewer Lines P of Gas Lines Plumbinoew Residential: # of Water Closets Plumbing Repair— Residential or Commercial r Occupancy Type: Residential Commercial Industrial Total Square Footage: Construcdoa Tyne: _ # of Stories: fi of Dwelling Units: Floodl.,one: (FEMA form required for uiocr lilac, X) rcrc---cza: P4rcel,5: (Arrach Proofo(Owncrship & L.egnl Description) Owocrs Name & Address: Centex Homes 385 Douglas Ave.. Suite 2000 Al tamnnte 2714 Phonc: 407-661-2150 _ Coot(actor iNatnc & Address: Approved Electric Co, of Florida 4874 S. Orange Ave. Orlando FL 32806 Stace License Number; EC0002494 none & Fan: Fax 407-851-1 226 Contact Person:John Findlay Phonc: 407-851-1220 Rcnd{no Company wire. ort s ,z t_endcr a dciss Arclulec'JEn^incer: Phonc: ppira!ton :s hereby made to obtain a permit w do the work and installations as indicated. I certify that no work or installanon has commenced pr t:, n,c ssuancc o(a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separ tc Per-ri. nus:'oc secured for ELECTRICAL WORK, PLUMBING. SIGNS, WELLS, POOLS, FURNACFS. BOILERS, HEATERS, TANKS, andND1TION2RS, eta DkNFFIDAV Fr: I certify that all of theforegoing information is accurate and that all work will be done in compliance with all applir<-tl,le. i l, : r c r: Lanng coris"rion and inning, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUI:I tN 7NICE FOR IMYROVBMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN n?- T0R_NEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTIC F.: In addition to the requirements of this permit, these maybe additional restrictions applicable to this property that maybe found in the public mcorns o` F, Is cuurny, and thcN rmy be additional permits required from other govemmental cndties such as water management districts, state ugancics, or redclal urmctcs n; ccp'accc of permit is verification that I will notify the owner of the property of the requirements_-_cf ` `lcn Law, FS 7 S: g%%iufc o(Owner/Agent Owner/ Agcnr's Name 5: 3:'atu Jr Notary-Sutc of Ronda Date Da tC wnc; f sgcnt is _ Pcriaralls Kno,n to Me or Ymduccd IL) AiTXUvE' I)11Yl3ldgQkC Ini--- Guninb. tial &. I:)atl; — tgnalurc of Contractor/Agent Uatc Charles Cannon ......... Print ( Contr3cior AgCnl's' Name ' Slgnatauc of t:n ry•$tate of FloncL j PATRICIA A. KADLAC MYCOMMISSION a DD013206 Contractor/Ace-.; IS PcnnaC` ut Knownto OfFtp EXPIRES: March X2005 PfJslucc..,t -- 1-E004MURY FLNotarjServlp&Bondinr0,I Inrtlpl Uatr) FL):_ ilnlU11 ) ale) ( lilt! 71 ( Jy,; PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 52, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPERVIOUS CALCULATIONS (LOT ONLYI LOT 52 CONTAINS 10,872 SQUARE FEET t LOT ONLY) THIS STRUCTURE CONTAINS 2135 SQUARE FEET f TOTAL CONCRETE 513 (WITHIN LOT ONLY) SO. FT. t TOTAL SOD 8224 SO. FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT 24% f 0 0 0 6 a lAPC CnnTGnC nIP Tn rllPPI LOT 52 UP TO CURB CONTAINS 11.379 SQUARE FEET THIS STRUCTURE CONTAINS 2135 SQUARE FEET t CONCRETE 913 SO. FT, t INCLUDING (SIDEWALK/APRON) TOTAL SOD 8331 SO. FT. t FLOOR SLAB ELEVATION MUST BE 1 o ABOVE CROWN LOT 51 OF ADJACENT ROAD UNLESS OTHERWISE APPROVED S63240%4 GRAPHIC SCALE 0 15 30 zo. RgiygGf 4110 h ijQ Ty ry0 FgSfMeHT w a II 2. PROPOSED 23.0' 3514 _ ) FINISHED FLOOR ELEVA TI ON = 13.70 w 60.0' - G ------ P ------ DRAINAGEAND TILITY EASEMENT O S89'53'21 "W o Cp 130.00' " °lc' 14 LOT 53 tc m ro BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' 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 THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED. BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY.. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY 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 BEARINGS SHOWN HEREON ARE BASED ON THE NORTHEASTERLY LINE OF LOT 52 BEING S 63'23'15" E PER PLAT. FIELD DATE:) REVISED: SCALE: 1" = 30 FEET APPROVED BY: WRM N89'53'21"E 25.00' n , PI 589'S3'21"W /RP O25.00'-W=9 N r 0 A Q i olU T o m I U fn CENTERLINE OF RIGHT-OF-WAY D r— PT LEGEND in A=26'43'24" L=23.32' R=50.00' CB=S13*15'03"W C=23.11' BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POD POINT ON 13OUNDARY POL POINT ON LINE RIGHT OF WAY LINE PCC POINT OF COMPOUND CURVATURE X PROPOSED ELEVATION POC POINT ON CURVE OR OFFICIAL RECORD PROPOSED DRAINAGE FLOW PD PLANNED DEVELOPMENT 6 DENOTES DELTA ANGLECONCRETELDENOTESARCLENGTH LB LAND SURVEYING BUSINESS C.B. DENOTES CHORD BEARING LS LAND SURVEYOR PC DENOTES POINT OF CURVATURE FIRM PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTION PCP PERMANENT CONTROL POINT PRC DENOTES POINT OF REVERSE CURVATURE P) PER PLAT PT DENOTES POINT OF TANGENCY M) MEASURED TYP TYPICAL CALC) CALCULATED A/C AIR CONDITIONER END FOUND CBW CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT SW SIDEWALK R RADIUS CP CONCRETE PAD CS CONCRETE SLAB PB PLAT BOOK C CHORD LENGTH POS PAGES R/W RIGHT-OF-WAY NG NATURAL GRADE ORB OFFICIAL RECORDS BOOK SO, FT. SOD ARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBp6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801 (407) 426-7979 1. 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. AA-L-o3 JOB N0, ASM39666 REPOSITION 4-1-03 JML DRAWN BY: PLOT PLAN 01-09-03 CKD AM R. MUSCATELLO JR. PSM#49 FOR THE FIRI,, R DATE Seminole County Property Appraiser Get Information by Parcel Number Page I of I PARCEL DETAIL W 1 1 I 91 First St, Sanford t7.g32771 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market 22-19-30-502- S3-SANFORD Parcel Id: 0000-0520 Tax District: WATERFRONT Number of Buildings: 0 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX Exemptions: HOMES Depreciated EXFT Value: $0 Land Value (Market): $13,680 Address: 385 DOUGLAS AVE STE 2000 Land Value Ag: $0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $13,680 Property Address: Assessed Value (SOH): $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $13,680 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount: Find Comparable Sales within this Subdivision 2002 Taxable Value: LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 52 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 13,680.00 $13,680 PGS 12 - 15 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. Ifyou recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re web.seminole county title?PARCEL=22193050200000`... 3/19/2003 C 2 4 I 6 City of Sanford Building Division Submittal Requirements for Residential Building Permit Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures ,(not fences). Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs, bathroom fixtures, and distances from walls. "The State of Florida requires bathroom compliance with Florida Accessibility Code. C. An elevation of all exterior walls - east, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections. e. Framing plan for floor joists where conventionally framed. Plan is to indicate span, size and species of materials to be used. f. Engineered truss plan with details ofbracing, engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: 1. Garages/Carports sq. ft. 2. Porches/Entries sq. ft. 3. Patio(s) sq. ft. 4. Conditioned Structure sq. ft. i. Total Gross Area 44JQ 7 sq. ft. Three (3) sets of completed Florida Energy Code Forms. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure is to be built on fill, a report may be requested by the Building Official or his representative. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit issued by Seminole County Health Dept- C. Arbor permit when trees to be removed from property. Contact the Engineering Dept. for details regarding the arbor ordinance and permit. d. Seminole County Road Impact fee statement. e. Property ownership verification. f Driveway permit issued by City Engineering Department. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under city ordinances. e Date MAR 200 Omer/Agent Signature C14 CENTE HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661 -21 50 Fax: (407) 661 -4089 www.centexhomes.com ROGER DIXON, INTERIM CITY MANAGER CITY OF SANFORD via HAND DELIVERY300NORTHPARKAVENUE SANFORD, FL 32771 Re: ESTOPPEL LETTER This ESTOPPEL LETTER is provided to the City of Sanford for reli ce upon by the CityofSanfordandasthebasisfortheissuanceofPermitNo. -3-M. for the followingwork: LOT . PRESERVE AT LAKE MARY SINGLE FAMILY RESIDENTIAL (SFR) CENTEX HOMES hereinafter referred to as the "Owner", recognizes that issuance of Permit No. will be made with numerous limitations as more particularlysetforthherein. The Owner recognize that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or building(s) from any applicable development regulations. By issuing Permit No. , the City does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the PROPOSED SFR until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above -referenced project or egOf No,yfA Wr 8 fO OS O e e • CENTEX HOMES i ROGER DIXON, INTERIM CITY MANAGER Page 2 the issuance of Permit No. The Owner also agrees to the following as additional conditions for Permit No. The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this document. WITNESSES: icginature Printed / TypedName STATE OF FLORIDA ) COUNTY OF SEMINOLE ) Owner) Signature PATRICK J. KNIGHT Printed / Typed Name Title DIVISION PRESIDENT The foregoing instrument was acknowledged before me this MAR 2 6 2003 day of by PATRICK J. KNIGHT - as DIVISION PRESIDENT for CENTEX HOMES 0 who is personally known to me or I] who produced their Florida Driver's License as identification. KINTE- lLY A BROWN 3r e+ Cn ll Ni r-,G( r,N' aa 4 aa rPublicb: !.,2OGtEXPIRE(2 RondedThruNotarYPUMcUndarvrdcis _ Print Name: My Commission Expires: CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 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 Jac.Xie 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 PATRICK J. KNfrHT CGC049689 STATE OF FLORIDA LOT '15 9 COUNTY OF SEMINOLE The foregoing i ent was acknowledged before me thisMARHt by Patrick J. Knight, Division President of Centex Homes - Orlando). He is personally known to me and did not take an oath. NOTARY PUBLI a4'' P KIMBERL'YA.6P Nf a,= MY OOM 1 S.SION DD 098590 EXPIRES: N/19!ch .9, 2004p,'F F; , i3untli;d Th!u Notary Puplic Undorwriters This Instrument Prepared By: I fowl I9 11e 11 11111 a1 we III 11,511111111If 7/IT11 Ile 10 III `1171111"1[11 NAME: Debra A. Riggs -Centex Homes 385 Douglas Avenue, Suite 2000 Alt ¢» 1on te Springs, FL 32714 Permit No. NOTICE OF COMMENCEMENT SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04757 PG 0431 CLERKIS.# 2003050294 RECORDED 03/25/2003 0205i21 PM RECORDING FEES 6.00 RECORDED BY L'McKinley THE UNIJERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in, this Notice of Commencement. I. Description of Property: LOT ' , PRESERVE AT LAKE i n Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, 2. General Description of Improvement: SINGLE FAMILY DWELLING 3. Owner Information: CENTEX HOMES 385 Douglas Avenue, Suite 2000 ALTAMONTE SPRINGS, FL 32714 Interest in Property: FEE SIMPLE INTEREST Name of Fee Simple Titleholder: N/A 4. Contractor: CENTEX HOMES V385 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 1311i 3HI CERTIFIED COPY MARYANNE MORSE CLERK OF CIRCUIT CO RT SEMICO FL0IDA CLERK 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: (407) 661-2150 Fax: (407) 661-4089 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor' s Notice as provided in Section 713.13 (1) (b), Florida Statutes: NONE 9. Expiration date of Notice of Commencement (the expiration is date is 1 year from the date of recording unless a different date is specified) I Debra A. Riggs OFFICE MANAGER FOR CENTEX HOMES, 383 DOUGLAS AVENUE SU1T8 2000, ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEPORE MIS THIS BY DEBRA A . RIGGS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION IJkf 27I8 HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. NOTARY PUBLIC JACKIE CAINES Motley Pubk - State of faatdo My Commission Expires Jan 21, 2W4 Commission # CC891727 t l r :) e i7'r.li t,3 '75 —N _ {i'ys G ...':''2-""Z's —.o#s t Kt ION hi' s Y r'Gm sF tt y$ t, JwzCITYOFSANFORDPERMIT -APPLICATION." p' i.. <;' ia4" k ri , i a+;; + ' a 1 $f 5{t`,R Permit # : 0 ' A 3 S _ Date d Q.T Job Address: Q2{ G fo e' 2. j(, /'1pn,eoe Description of Work: _ Ae vJ PC 6 , Historic District: Zoning: Value of Work: $ 3 ' _14 o Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI- . L Electrical: New Service - # ofAMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Gall, Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets J/l Plumbing Repair- Residential or Commercial Occupancy Type: Residential ./' Commercial Industrial Total Square Footage: - S'/ `F • Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other tlaari X) Parcel #: r(- ( Attach Proof of Ownership & Legal Description) Owners Name & Address: c Phone: ConnttRctor Name A "ddress: //i,C/r// A 19 p p- , Z7 i Zc1 p Statee Liccense Number: C C' ^Q.? l , Phone & Fax: %— CN? Z 3 S T l1( YS — T&. tact Per Phone: 7— T -3 a 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 ofa 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 ofthe foregoing information is accurate and that all work will be done in compliance with all applicable )a :+s rry; rLaring construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT YN YOUP, )1P+.YG'gG 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 %till notify the owner of the property of the ements of Florida Lien Law, FS 713. requir Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name t ContractooAgent's Signature of Notary -State of Florida Date i, azure of N Owner/Agent is _ Personal]. Known to Me or Contractor/AQe- Produced ID _P_roducec APPLIC-A-LION APPROVED BY: Bldg: Zoning: Lr..::ies: i Initial & Date) (Initial & Date) Sneciul Conditions: of,,FlonPICOMMISSION#C( DaieJOANIIid. JOHreaS,5N 921808 FXPIRES: March 23;20'4 FD: Initial & Date) (Irwial & Dan: COUNTY OF SAE I'll lNOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75446 DATE: _ BUILDING PERMIT NUMB ' -(CITY) COY)TY - : UNIT ADDRESS: / zoos ................................ TRAFFIC ZONE: JURISDICTION: S[C: T P SUBDIVIS >x _.............. ..... .............. .............. PLAT BDOK: ;`[T B OK PAGEn BL8CK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: _ __ / - _____/ .... _.... ... .... _______ ' itADDRESS: --- -/'-- -_............... -----_-_... ... .... --- TWO 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 | ROADS 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 Q dwl unit $ 54.00 1 $ 54.00 SCHOOLS CC -WIDE O dwl unit $1,384.00 1 $ 1,304.0O AM[UNT DUE $ 2,285.00 STATEMENT RECEIVrD BY: PLEASE PRINT NAME) DATE: NOTE TOTO RECEIVING SIONATORY/APPLICANTx 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** PERCONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER!, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUE3T 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 BE MADE TO: CITY OF SANFORD BUILDING D[PARTMENl 3O0 NORT|( PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMB11 AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE, THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING PERMIT******************** REVISIONS PERMIT # 03-1635 A D D R E S S 181 BRISTOL FOREST TRAIL CONTRACTOR PH # 407-661-2175 CENTEX HOMES DATE 5/l/03 FAX # 407--661-4089 D E S C P R I T IO N OF REVISION: CHANGED INsur ATION FROM 4.2 TO 4.1 CHANGED TRUSS AANUFACTURER UTILITIES FIRE BLDG N Shoffner Industries LLC PERMIT DRAWINGS Customer: Centex Homes Orlando Attn . Mike Enwright Address. 385 Douglas Ave Suite 2000 Altamonte Springs FI, 32714 idi.slon . + jbd Ln c 1'Yj1 ohroe Lot Plan Elevation: Options Roof Raised Seals: COPIES Roof Drawings : COPIES Roof Layouts COPIES Floor Raised Seals : 2 COPIES Floor Drawings : I COPIES Floor Layouts : 3 COPIES Date Overnighted WE SUBMIT THE FOLLOWING DRAWINGS FOR YOUR USE IN OBTAINING A BUILDING PERMIT. SINCERELY, Universal Forest Products FLORIDA ENERGY CODE BUILDING i Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 3514 LMR 41 11 Builder- CENTEX-F©X&JACOBS Address- / f/ 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 I. New coustrnction or existing New _ 2, Single family or multi -family Single family _ 3. Number of units, if rnulti-family I 4_ Number of Bedrooms 6 _ 5_ Is this a worst case'? Yes 6. Conditioned floor area (ft') 3515 ft' 7. Glass area & type a. Clear - single pane 354.0 ft' _ b. Clear - double pane 0.0 ft, e. Tint/ocher SHGC - single pane 0.0 W d- Tint/other SHGC - double pane 0.0 ft' 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 170.0(p) ft b. Raised Wood, Adjacent R=t 1.0, 516.0ft2 _ c. N/A 9. Wall types a - Concrete, lilt Insul, Exterior R-4.2, 1060.0 ft' b. Frame, Wood, Adjacent R=11.0, 78.0 11' _ c. Frame, Wood, Exterior R=I L0, 1510,0 ft' d. NIA m e. N/A 10. Ceiling types a. Under Attic R=30.0, 2040.0 ft' b. NIA c. NIA IL Ducts a_ Sup: Unc, Ret_ Unc_ AIL Garage Sup. R=6.0, 1.0 ft All,— latzii)r Sup. R=6 0, 1.0 it 12, Cooling systems a_ Central Unit Cap: 30.0 kBtu/hr SEER:13,05 _ b_ Central Unit Cap: 36.0 k8tu/hr _ SEER: 13.05 T c. N/A 13. Heating systems a. Electric treat Pump Cap: 30.0 kBtu/hr HSPF:8.00 _ b_ Electric Heat Pump Cap: 36.0 kBtulhr IESPF:7,70 _ c. N/A 14, not water systems a- Electric Resistance Cap: 50.0 gallons FF: 0.86 -- b. NIA c. Conservation credits HR-Ileat recovery, Solar DIIP-Dedicated heat pump) 15, RVAC credits CF-Ceiling fair, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, Mz_ n-Mwtizoau hcaang,j Glass/Floor Area: 0.10 Total as -built points, 44364 Total base points: 50435 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: 7:%tl 9 I hereby certify that this building, as designed, is in compliance with the ll BUILDINGOFFICIAL: SATE: Energ ug (Version- FLRCSB v3.2) FOkM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details BASE AS -BUILT GLASS TYPESSFA8XConditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points A8 35115.0 25.78 16311 Single, Clear S 1-0 162 16,0 44.6E 0.99 7173 Single, Clear E 1,0 162 32.0 31 1.00 1891,2 Single, Clear S 1.0 16.2 32,0 44,66 0.99 1420.6 Single, Clear E 1,0 MO 40,0 59.31 1.00 2364.0 Single, Clear N 1.0 16.2 32-0 27.9E 1.00 891.3 Single, Clear W 1.0 16.2 32.0 53.47 1,00 1705.6 Single, Clear W 1,0 9.2 32.0 53.47 0.99 1701.0 Single, Clear S 1.0 6,2 MO 44.66 0.95 680.8 Single, Clear S 1.0 6.2 MO 44,66 0.95 680.8 Single, Clear E 1.0 6.2 MO 59,31 0.97 9219 Single, Clear E 1,0 6,2 32.0 59.31 0.97 1847.8 Single, Clear N 1,0 4.2 10.0 27.96 0.94 264,0 Single, Clear W 1.0 62 32,0 53.47 0.97 1665,9 Single, Clear W 1.0 6.2 16.0 53.47 0.97 832.9 As -Built Total: 354.0 17580.3 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 78.0 0.70 54,6 Concrete, Int Insul, Exterior 4.2 1060.0 1.16 1229,6 Exterior 2570.0 1.90 48810 Frame, Wood, Adjacent 11.0 78,0 0.70 54,6 Frame, Wood, Exterior 111'0 1510.0 1.90 2869.0 Base Total: 2648.O 4937.6 As -Built Total: 2648.0 4153.2 D 0OOR0TY`PES Area X BSPM Points Type Area X SPM Points Adjacent 18,0 1.60 28. T8Adjacent Mn Insulated 18,0 1.60 28.8 Exterior 20.0 4.80 96,0 Exterior Insulated 20,0 4.80 96.0 Base Total: 38.0 1124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 2040.0 2.13 4345,2 Under Attic 30,0 2040.0 2.13 X 1,00 4345.2 Base Total: 2040.0 43451 As -Built Total: 2040.0 4345.2 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Stab 170.0(p) 31.8 5406.0 Slab -On -Grade Edge Insulation 0.0 170.0(p 31.90 54210 Raised 5116.0 3,43 1769.9 Raised Wood, Adjacent 1111.0 516.0 1.80 928.8 B_ase Total: 7175.9 As -Built Total: 686.0 449421 EnergyGauge@ DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCS6 v3.2 i PERMIT #: AS -BUILT INFILTRATION Area X BSPM = Points Area X SPIVI Points 3515,0 3515,0 1431 502993 Summer Base Points: M 68842.4m Summer As -Built Points: 72009.0 TotalSummer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 72009,0 0.455 1.087 x 1. 150 x 1.00) 0,261 1 MO 10156.8 72009,0 0,545 1,087 x 1,150 x 0.90) 0.261 1.000 121882 68842.4 0.4266 29368.2 72009.0 1.00 1.188 0.261 1.000 22345.1 EnerqyGaugeT14 DCA Forin 60OA-2001 EnergyGauqeVF1aRES'2001 FLRCSB v3.2 ADDR ES S: PERMIT #: BASE AS -BUILT GLASS TYPES A8 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Points 18 3515.0 5.86 3707.6 Single, Clear S 1.0 16,2 16.0 7.73 1.00 1213 Single, Clear E 1.0 16,2 32.0 9.96 1.00 319.6 Single, Clear S 1.0 16-2 32,0 7.73 1.00 246,7 Single, Clear E 1.0 18,0 40.0 9.9E 1.00 399A Single, Clear N 1-0 16,2 32,0 12,32 1-00 394-0 Single, Clear W 1.0 16,2 32.0 10.74 1M 343.6 Single, Clear W 1.0 9,2 32.0 1034 1.00 343.5 Single, Clear S 1,0 6.2 16.0 7,73 1.01 124.4 Single, Clear 3 1.0 62 16.0 7.73 1.01 124.4 Single, Clear E 1.0 6.2 16.0 9.9E 1,01 1601 Single, Clear E 1.0 6.2 32.0 9,96 1.01 321.4 Single, Clear N 1.0 4.2 10.0 12-32 1,00 122.8 Single, Clear W 1.0 6.2 32.0 10,74 1.00 344.4 Single, Clear W 1.0 62 16.0 10-74 1.00 172.2 As -Built Total: 354.0 3540.3 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 78,0 1.80 140A Concrete, Int Insul, Exterior 4,2 1060,0 126 3455.6 Exterior 2570,0 2.00 5140,0 Frame, Wood, Adjacent 11.0 78.0 1,80 140.4 Frame, Wood, Exterior 11.0 1510.0 2.00 30M0 Base Total: 2648.0 5280.4 As -Built Total: 2648.0 6616.0 DC OR TYPES Area X BWPM Points Type Area X WPM Points Adjacent MO 4.00 72,0 Adjacent insulated 18.0 4.00 72.0 Exterior 20-0 5.10 102,0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174,0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM Points Under Attic 2040.0 0.64 1305.6 Under Attic 30,0 2040,0 0,64 X 1,00 1305.6 Base Total: 2040.0 1305.6 As -Built Total-, 2040.0 1305.6 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 170.0(p) 1 .91 323.0 Slab -On -Grade Edge Insulation 0.0 170.0(p 2.50 425.0 Raised 516.0 0.20 103.2 Raised Wood, Adjacent 11.0 5%0 1.80 928.8 Base Total: 426.2 As -Built Total: 686.0 1353.8 EnergyGauge@ DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3,2 FORM 60OA-2001 AS -BUILT Area X BWPM Points"i Area X WPM Points 3515,0 -0,28 984,2 3515,0 0.28 842 -9 Winter Base Points: 9057..j Winter As -Built Points: 12005.5 Total Winter X System Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x IDSM x AHIJ) 12005.5 0A55 1 .078 x 1 .160 x 1.00) 0,427 t000 2794.8 12005,5 O545 1.078 x 1 160 x 0.92) 0-443 1-000 3484.4 9057.2 0.6274 56825 12005.5 1.00 1.200 0.436 1.000 6277.0 FORM 60OA-2001 III 1 111 pq !III 1;1 11, IF 10111 1111 111111 11171111 III IIIII III NO I PERMIT #: 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 6 2564.00 15384.0 0 OM 6 1 M 262363 1.00 15741.8 As -Built Total: 15741.8 CODE COMPLIANCE STATUS Y-11 .1 AS -BUILT Cooling Heating + Hot Water Total oling + C'0'( Heating + Hot Water Total Points Points Points Points Points Points Points Points 29368 5683 15384 50435 22345 6277 15742 44364 0, U, D W-E Residential Whole Building Performance Method A - Details ADDRESS: PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION CHECK Exterior Windows & Doors 6061,ABCAA Maximum:.3 cfm/s .ft. window area" .5 cfm/s .ft. door else. Exterior & Adjacent Walls 606,1.ABC,12,1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa 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 Floors 606A,ABC,1,2_2 Penetrations/openings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the erimeter enetrations and seams_ Ceilings 606,1,ABC.12_3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the arimeter at enetratipns and seams. Recessed Lighting Fixtures 606_1.ABC.1.2A 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 s pee tested. Mqfti-sto Houses 606.1.ABC,1.2,5 Air barrier on erimeter of floor cavilV between floors. Additional Infiltration refits 606,1.ABCA,3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. Water Heaters 612.1 Comply with efficiency requirements in Table 6-12, Switch or clearly marked circuit Jbreaker le must b Externalrovided. Exteal or built-in heat trjqr cuto Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal 5nower neaps 1612.1 Water flow must be restricted to no mare than minute at 80 PSIG. Air Distribution Systems 610A All ducts, fittings, mechanical equipment be mechanically attached, sealed, insulated, and installed irk accordance Whil 016 CA4elia of SICMAJOI I 0 3 Ducts in unconditioned attics: R-6 min. insulation, HVAC Controls 607.1 Se crate readil accessible manual or automatic thermostat far each s stem. Insulation 604.1, 602A Ceilings -Min, R-19, Common walls -Frame R-1 1 or CBS R-3 both sides. Common ceiling & floors R-1 1, ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESS'nMATED ENERGY PERFORMANCE SCORE* = 85.6 The higher the score, the more etficient the home. I _ New construction or existing New 2. Single family or multi -family Single family 1 Number ofunits, if multi -family I 4- Number of Bedrooms 6 5- Is this a worst case? yes 6- Conditioned floor area (ft') 3515 ft' 7. Glass area & type a_ Clear - single pane 354-0 ft' b. Clear - double pane 0-0 ft, c- Tint/other SIIGC - single pane 0-0 It, d. Tiattother SHGC - double pane 0.0 ft' 8- Floor types a. Stab -On -Grade Edge Insulation R=,,,O,O, 170.0(p) It b- Raised Wood, Adjacent R=I L0, 516.0ft' c. N/A 9. Wall types a. Concrete, [fit Insul, Exterior R-4-2, 1060.0 ft' b- Frame, Wood, Adjacent R,— I L0, 78 -0 ft2 c, Frame, Wood, Exterior R- I L0, 1510.0 ft' fl. NIA c- NIA 10. Ceiling types a- Under Attic R=30.0, 2040-0 ft' b. NIA c- NIA 11. Ducts a- Sup: Une, Ket: Unc- AlL Garage Sup. R=6.0, L0 ft Sup: Unc- Rev 5up. i 12. Cooling systems a- Central Unit b- Central Unit c. N/A 13, Heating systems a, Electric [[eat Pump b- Electric [feat Pump c, N/A 14- Hot water system,-, a, Electric Resistance b- N/A c. Conservation credits FIR - Heat recovery, Solar DlIP- Dedicated heat pump) IS, IIVAC credits CF-( veiling fan, CV -Cross ventilation, IF - Whole house fan, PT - Programmable, Thermostat, RB- Attic radiant barrier, M_ C_Mwi',:60-aLC'ooring, MZ- H-Multizoue treating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection- Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date. MAR 19 2003 Address of New Home:/ tf/ BRISTOL FOREST TR.City[FL Zip: LAKEJ40M0E132W Cap: 30-0 kBtu/hr SEER: 13,05 Cap: 36-0 kBtu/hr SEEK: t3.05 Cap: 30.0 kBtu/bu FISPF: 8.00 Cap: 36-0 kB(u/br UISPF: 7,70 Cap: 50,0 gallons EF: 0,86 47 A10TE: 7he home's estimated energy performance score is only available through the FLAIRES computerprogram. This isiW a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPAIDOE EnergyStarwdesignation), your home may qualifyforenergy efficiency mortgage (EEAI) incentives ifyou obtain a Florida Energy Gauge Rating, Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at wwwfisec.ucfedufor information and a list of certifiedRaters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of CommunityAffairs at 8501487-1824, EnergyGaugeO ( Version: FI,RCSB v3-2) RIGHT-J LOAD AND EQUIPMENT SUMMARY njr Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Winter Design Conditions OuNdedb 38 'F Inside db 70 'F Design TD 32 'F lmmmmsm= Buk" heat loss 461-13 B4,h Ventilation air 0 Cfrn Ventilation air loss 0 Btijh DesM heat load 46173 Btuh MMRZM Meltiod Simplified ConshK*)n quality Average Replaces 0 Heatin Coolin Area (ft) 33M Vole rne (ffa) 28120 28120 Air cha Mr 0,70 OAO Equiv. AM(am) 328 187 MAe Na Trade Na Na Efficiency Na Heating input Heaft ou"A 0 Bluh Hw ' teraprise 0 'F Actunal teating fan 0 CfM Heating air flow factor 0,000 dh~ Space tl-ierrnostat Na Inforhibltkkn Outside db 93 'F lrode db 75 'F Design TD 18 'F Daily range M Relative hun-tidiiy 50 % Moisture difference 43 g0b Structure 35939 B1uh Ventilation 1980 Btuh DesW tempetature swM 3.0 'F Use ht- dbb n Rate/ swing multiplier R98 ToW sens. equip. bad 37161 B(uh Intwial gains 2300 Bluh Ventilation 2949 Btth Infiltration 5528 Bbh ToW latent equip, load 10777 BtLh Total it load Req. W= i at 0.70% SHR capacity47938 4A Btuh ton Cooling Equipment Summary Mae Na Trade n/a Na Na Efficiency Na Sensil* cooling 0 Bbh Latent cooling 0 Btuh Touv 0 Bhjh Actual ing fain 0 Cfrn Coofing air flow factor R000 drn/Bkh Load semble heat rafio, 0 % Ri* xt oWdied by AC CAto meet ag reWrernertts of Manual J 7th Ed. VV1°" 19htS(:>ft Right -Suite Residential- 5,5_06 RSR26014 2002-Apr-04 10:16:47 E:\ Fi(es\AFox & Jacobs 20021351413514-rsu Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House 1ppp DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01 109 COMMERCE STREET, LAKE MARY, 1`1. 32746-620_6 Phone: (407) 831-2665 11 111 1111111 Mot 1. Writer Infiltration AVF 0.70 ach x 28120 ft3 x 0.0167 328 cfm Isolated zones = 0 Cfrn TICI = 328 cfm 2 Winter infiltration load 1.1 x 328 Cfrn x 32 'F Writer TD 11548 Btuh 3, ter' HTM 11548 Bhjh 392 ft2 Total window 29.5 Btuh/fV and door area Fa=4T,TTM_.'V&MMW= MIIJMMHM• 1. Summer hfiltration AVF 0.40 ach x 28120 ft3 x 0.0167 187 cfm Wlated zones = 0 cfm Total = 187 cfm 2 Summer infiltration load 1.1 x 187 Cfrn x 18 'F SLnywTD 3712 Btuh 3, Summer Iriftation HW 3712 Btuli 392 ft2 Total window = 9.5 Btuhffl2 and door am Procedure C - Latent Infiltration Gain 0.68 x43 grAb rrioistAiff. x 187 cfm = 5528 Btuh 1. Sensible si2ing " Sera-* ventilation load 11 x 100 ctm, vent SensiW load for structure (Line 19) Sum of ventlation and structure loads Rating and temperature swing multiplier EquiptTient si7jrxj kW - serak 2 Latent Sizing " Latent ventilation load 0.68 x 100 cfm vent Inteff Akvtcls = 230 Btuh Infilliahon load from Procedure C Equipment sdnq load - blent Construction Quality is: a x 18 'F Sumn-a TD 1980 Bb-h 35939 Btuh 37919 BtLih x R98 37161 Btuh x 43 grAb moistdff, 2949 Btih x 10 people + 2300 Bkh 5528 BtLh 10777 Btuh No. of Fireplaces is: 0 Printout wbW by ACCA to med all wqxements of Manual J 71h Ed, WrightSCAt Right -Suite Residential— 5,5,06 RSR26014 2002-Apr-04 10:16:47 EAFileslffox & Jacobs 20021351413514.rsr Page 1 T® WINDOW DATA DEL AIR TIN ,AIR CONDITIONING,R Jab; 3514 8,29.01 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S 0 N A S 0 0 w C w S N K I A L 0 T H V G N H v v H H N H D y R L A W R A H L G C R R G T A A W L Z E M D G Z L 0 x y T m R R LDY BDRM6 a n S a C n 0 d 1 1 90 to 1.0 11,0 5.2 30A 16D U WIC/BTH2 FAMILY a n e a C n 0 d 1 1 90 1.0 1D 11.0 52 54A 32.0 0.0 a n S a C n 0 d 1 1 90 1'0 1.0 11,0 5.2 30A 32.0 0.0 NOOK/KITCHEN b n e a C n 0 d 1 1 90 to 1.0 11.0 7.0 54.4 40.0 0.0 DINING/LIVING n n a C n 0 d 1 1 90 1'0 1,0 11.0 52 20.4 32,0 U n w a C n 0 d 1 1 90 1.0 1.0 11.0 52 54A 32D OD BDRM2 n w C C n 0 d 1 1 90 1.0 1D 4D 52 54A 32.0 0.0 BDRM3 n S G C n 0 d 1 1 90 1.0 1'0 1.0 52 30A 16.0 13,5 BTH31WIC BDRM4 n S C C n 0 d 1 1 90 to 1,0 1,0 5.2 30A 16.0 13.5 BTH4 BDRM5 n e C C n 0 d 1 1 90 1'0 1.0 tO 52 54.4 16.0 0.0 VVrl9htS(:)ft Right -Site Residential- 5-5.06 RSR26014 2002-Apr-04 W16A7 kdx EAFiles\ffox & Jacobs 2002\3514k3514-rsr Page 1 zf.W n e C C n 0 d 1 1 90 U 1.0 U 5.2 54A 32,0 RO Si BTHNVIC n n C C n 0 d 1 1 90 1,0 1.0 tO 3.2 204 10.0 RO GAMERM n w C C n 0 d 1 1 90 1.0 1.0 1.0 5,2 54.4 32.0 0.0 n w C C n 0 d 1 1 90 U 1.0 1.0 5.2 54.4 16.0 0,0 VVrf(jhtSClift Right -Suite Residential- 5-5-06 RSR26014 2002-Apr-04 10:16:47 E:\Files\f\Fox & Jacobs 2()02k351413514xSr Page 2 IGtff ORKSHEET n re O%e DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01 109 COMMERCE STREET LAKE MARY FL 32748one: I 2 3 4 5 tom. Namdm= LeriffidepowdM Roorn6nensions Cekw caxt apfim TYPECF CST HTM EWOSUFE Na Htq Clg aGrossa M 4.( ZI bBp—d b 13C K 1,2 VV* " c 12C 2_ t dpartli— d Of Of f U Ofq3T Enke Home 38M ft 0 fl he*)od d AM Lcadpk4 M H4 c 12CA 9C 1680 C C wwl 170.0 It 8,0 It d n Alm Loodw) OF) ft C19 m 0 ZONE2 21(10 it 8.0 ft d n Ama Lmd OF) Htq C)q 0 0 1680 Afea Ckj W*,XssbdADGm" a IC — 314 116M 9m 170 m b C 311 - 4( 1478 r14440 1478 0 0 He*V C 9C 3V - C 0 0 0 0 d 0, 0 00 0 0 e of C 0 0 0 f Of 0 C 7 VAiJum NoM 20.4 ff, 14C8 32 ff)3 N wiss dD= NEW 0. 0 0 0 0 C-klg EAV 54A IX21 1W 123 SE/SW Ro C 0 Sol) 30. 1609 48 14T, 5 Horz 0-0 0 0 0 0 8 Other do= a 11A 127 3E 717 484 3BI 717 484 0 0 b 11A 18.12-7 0 0 0 C a 0 0 c 0.1 0-01NEt 0 0 0 C 0 0 9 a 14B A. Zl 1060 48PA 2183 100D 4884 2183 0 epmod b 13C 3 1 A 246 91 78 A6 91 0 A 4vmta)j G lx z t 1510 4349 2935 0 0 1510 d 0 Of C 0 0, 0 0 o e OC ff C 0 0 0 0 0 0 f OX 0, C 0 0 0 0 0 0 10 Ceilings a 16G i'l 1. 2040 2154 2827 0 0 2040 2154 m b Of Of 0 0 0 0 0 0 V 0 0 0 0 0 0 0 d Of OX 0 0 0 C 0 0 0 C e Of Of 0 0 0 C 0 0 0 f Of 0 0 0 C 11 Floors 22A 25-C, Of' 170 4406 0 170 4406 0 0 0 04obi rmn b 19G 11 01 a 516 586 0 0 0 516 586 c Of Ofc 0 0 0 0 0 0 is iS4 d Of of, 0 0 0 0 0 0 forae 0.( 0.0 0 0 0 C 0 0 0 floors) f 0. Q0 0 0 0 C 0 0 0 12 k9ba" a 29, 9,5 392 11548 3712 222 65C 2102 170 5008 1610 13 11+12 41975 299D5 18380 Lesstralsfer 0 0 HeatM nxisti1xition 0 C 0 14 Drict loss 101/1 4196 101/1 23M 104 ims 1/1 15 ToU kiss = 13+14 46173 29 8 16 kt gain& POO* @ 3CO V 300D 7 210D AppL @ 120D 2 1800 2 1890 0 I 17 ot RSH 9*v--7+&+12+16 32M 16142 Lessekw"Woku 0 0 Less transfer 0 Cookq redstribubon 0 18 Duct gain IM I iffi3l 11 1614 19 ToW RSH q*v=(17+18)-FLF 100 35939 1,00 lalf 1,0() 17751 A_ 021 Pmlmt caded by ACCA tD mW A requiterrmts of MarW J 7th Ed. 4& Right -Suite Residential- 5. .06 RSR26014 2002-Apr-04 1016:47 EAFiles\AFox & Jacobs 2002\3514\3514xsv Page 1 Mark Quan Sj PI -kit Left OH Right Qki EngineeringF3514FLFT1IH1001805041040000j:, 7L__ CENTEX, *MASTER* 3514 A-B-C SO 1-4-0 SO 1-4-0 2x4 C 2x3 2x3 2x3 2x33x5 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 3x3AIKMSl00St1tovan1r F 2x3 W IV , X, z BD S2 DD Fr HR 2x3 2x3 2x3 2x3 2x3 2x3 2;2x3 2x3 ,,2r.3 3x52.3 2x3 2x3 but- ALL PLATES AM LOCK20 See Joint C FOX WYpical Gable Plate S;Lze and Placement Sole: 0.334" = 1' Robbins Engineering, Inc./online plu_q, Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) M@1ST M@2ND REFER TO ROBBINS ENG. GENERAL RUN DATE: 3-14-03 Y-AA 07 0 T 182 176 NOTES AND SYMBOLS SHEET FOR AA -CC 07 0 T 176 179 ADDITIONAL SPECIFICATIONS. CS1 SIZE LUMBER 1.15FB CC-EE 07 0 T 179 170 TOP .09 4X 2 SP-#2 1892 EE-GG 08 0 T 170 206 NOTES: BTM .00 4X 2 SP-#2 1892 GG-E 08 0 T 206 9 1. TRUSSES MANUFACTURED BY - WBS .03 4X 2 SP-#3 1078 BOTTOM CHORDS East Coast Lumber EXCEPTIONS: B-i 00 01, 2. EMPIRICAL ANALOG IS USED. F-E 2 4X 2 SP-#3 1078 J-L 00 0 T 0 0i LUMBER STRESS INCREASE: .0% L-N 00 0 T 0 0!, FABRICATOR NOTES: REPETITIVE MEMBER INCREASES: N-P 00 01. EAST COAST LUMBER & SUPPLY 1,FB 15.0% FT 0% FC 0% P-R 00 0 T 0 J.C. WEBER P.E.#17455 R-T 00 0 0 5285 ST. LUCIE BLVD. LATERAL BRACING: T-V 00 h_r-'0 0 T 0 0 FORT PIERCE FL. 34946 TOP CHORD - CONTINUOUS V_X 00 0 T 0 0 2. ! ! ! CAUTION!!! READ ,HIP-91 BTM CHORD - CONTINUOUS X-Z 00 0 T 0 0 SUMMARY SHEET" BEFORE CABLE STUDS ARE CONSIDERED Z-BB 00 0 T 0 0 HANDLING , INSTALLING & NON-STRUCTURAL. ALL BRACING BB-S2 00 0 T 0 0 BRACING TRUSSES. FOR HORIZONTAL WIND LOADS ARE S2-DD 00 0 T 0 0 3. SEE ATTACKED DETAIL SHEET THE RESPONSIBILITY OF THE DD-FF 00 0 T 0 0 FOR: I - JACK NAILS, BUILDING DESIGNER, FF-HE 00 0 T 0 0 2-TBRACE. 3-BEARING BLOCK. TRUSS SPACING - 24.0 IN, HH-F 00 0 T 0 0 4. DESIGNER: TJR WEBS LOADING LIVE DEAD (PSF) B-A = 60 C J-1 = 151 C TOP CHD 40.0 10.0 L-K = 129 C N-N = 135 C BTM CHD .0 5.0 P-0 = 133 C R-Q = 136 C TOTAI, 40.0 15.0 55,0 T-S = 126 C V-U = III C X-W = 126 C Z-Y = 136 C SUPPORT CRITERIA BB -AA= 133 C DD-CC= 135 C CONTINUOUS BETWEEN JNTS B & F FF-EB= 131 C:,,UHH-GG-- 0 146 Q F-E = 64 C MEMBR CS1 P(LBS) M01ST N@2ND DL+LL DEFL - Fn TOP CHORDS LL DEFL = .001, <,BRG-SPAN 360 A -I .09 0 T 2 -222 SPAN/DEFL (DL+LL) =-0991'°"- I-K .09 0 T 222 -166 K-M .07 0 T 166 -181 M-Sl .07 0 T 181 36 SI-O .07 0 T -36 -175 O-Q .07 0 T 175 -182 Q-S .07 0 T 182 -158 S_U .06 0 T 158 -122 U_W .06 0 T 122 -158 W-Y .07 0 T 158 -182 Robbins Engineering, Im,10njim Pins- 0 1996-2002 Version 13,0,009 Engineering - Por"It 3114103 5:53:03 PM Page 1 Job Mark Quan TYPe SPan Pl-Hl Left OH Right 1:H EngineeHng11r3!1iii FT.101 I I M100 240108 10400 0 0 CENTEX *MASTER* 3514 A-B-C HO 1-4-0 HO 1-4-0 2x4 c 3x5 230 2x3 2x3 2x3 2x3 2x3 2x3 2x3S12x3 3r2x3 2X3 2X3 2x3 2x3 2x3 2X3 2x3 3x30QSUwcyAAccERGG11XKM00GE 1-4-0 2x3 i L PY P R T X 'B 3x3 2x3 2x3 2.3 2.3 2.3 2.3 32x32.3 2 2X3 2.3 2x3 2.3 2.3 2.3 2x3 2.3 52 3xS Za- 24 1-8 ALL PLATES ARE LOCX20 SOO JOint C Per TYPicAl Gable Plate Size and Placeaent Scale. 0.258" « 1' Online Plus -- Version 13.0.009 RUN DATE3-14-03 CS1 SIZE LUMBER 1. 15FB TOP . 10 4X 2 SP-#2 1892 13TM . 00 4X 2 SP-#2 1892 WBS . 03 4X 2 SP-#3 1078 EXCEPTIONS: F- E 2 4X 2 SP-#3 1078 LUMBER STRESS INCREASE: 10% REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% Fc .0% L& TERAL BRACING: TOP CHORD - CONTINUOUS B= d CHORD - CONTINUOUS GABLE, STUDS ARE CONSIDERED NON- STRUCTURAL. ALL BRACING FOR HORIZONTAL WIND LOADS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. TRUSS SPACING - 24.0 IN. LOADING LIVE DEAD (PSF) TOP CHD 40.0 10.0 BTH CHD .0 5O TOTAL 40.0 15.0 55.0 SUPPORT CRITERIA CONTINUOUS BETWEEN JNTS B & F MEMBR CSI P(LBS) M@IST M@ 2ND TOP CHORDS A - I 10 0 T 2 237 I- K 10 0 T 237 162 K- M 07 0 T 162 181 M- 0 07 0 T 181 176 O- Q 07 0 T , 176 178 Q® S 07 0 T 178 176 S_ U 07 0 T 176 181 U- SI 07 0 T 181 94 Si- w 07 0 T 94 163 Robbins Engineering, inc./Online Plus" MEMBR CSI P(LBS) M@IST M(@2ND DL+LL DEFL = .001, IN 00-E W- Y .07 0 'T 163 -137, LL DE FL = .00" < BRG-SPAN/360 Y- AA .07 0 T_ -137':, -163 SPAN/DR(DL+LL) = 999 AA - CC .07 0 'pf-181 CC- EE .07 0 REFER TO ROBBING G. GENERAL EE- GG .07 0 Tv)o-,47,, -178 NO I TES AND SYMBOLS SHEET FOR GG- II .07 0 T " 178 -176 ADDITIONAL SPECIFICATIONS. II- KK .07 0 T 176 -I82 KK- MK ,07 0 T 182 -159 NOTES: MM- 00 .10 0 T 159 -251 1. TRUSSES MANUFACTURED BY - 00- E .10 0 T 251 -9 East Coast Lumber BOTTOM CHORDS 2. EMPIRICAL ANALOG IS USED. B- J .00 0 T 0 0 J- L .00 0 T 0 0 FABRICATOR NOTES: L- N .00 0 T 0 0 1. EAST COAST LUMBER & SUPPLY N- P .00 0 T 0 0 J.C. WEBER P.E.#17455 P_ R .00 0 T 0 0 5285 ST. LUCIE BLVD, R- T .00 0 T 0 0 FORT PIERCE FL. 34946 T- V '00 0 T 0 0 2. !!!CAUTION!!! READ "RIB-91 V_ x .00 0 T 0 0 SUMMARY SHEET" BEFORE X- Z .00 0 T 0 0 HANDLING , INSTALLING Z- BB .00 0 T 0 0 BRACING TRUSSES. BB- S2 .00 -r_L 7 _,, 9 SEE ATTACHED DETAIL SHEET S2- DD ,00 O'T FOR: I -JACK NAILS. DD- FF .00 0 T R70 -j fiq 2-TBRACE. 3-BEARING BLOCK. FF- HH 00 0 T 6 4. DESIGNER: TJR HH- JJ 00 0 0 JJ_ LL 100 () ivo 0 I., LL- NN .00 0 T 0 0 NN- PP .00 0 T 0 0 PP- F .00 0 T 0 0 WZBS B- A - 63 C J-1 = 156 C L- K = 128 C N-M = 135 C P- 0 = 133 C R-Q = 134 C T- S ® 133 C V-U = 135 C X- W = 128 C Z-Y = 118 C BB - AA= 128 C DD-CC= 135 C FF- EE= 133 C HE-GG= 134 C JJ- 11= 133 C LL-KK= 136 C NN- MM= 127 C PP-00= 160 C F- E = 72 C - Robbins Engineering, Inc,/Online Plus' 0 19W2002 Version 13.0.009 Engineering - Portraft 3114103 3:05 PM Pogek 1 T 0) Job 35,14FL mark I FT2 Quart 8 Type M150 Span Or3BL:64OS P1-H1 Left OH Right OH 5 10400, o 0 Engineering N= * MSTER* 3514 A-B-C So 1- 4-0 TC1 SO 1-4-0 2x4 G 4x4 4x4 3x5 3x3 3x3 2x3 2x3 3x3 3x3 4x4 4x6 E aS2TUACvwv1-4- 0 F 2X3 IT H R Q P X) 0 S1 N M 3x3 4x6 4x4 3x3 3x3 3x3 3x3 3x64x4 4x6 Co Diagonal: 1-3-0 W: 308 R., 1010 W; 400 R: 1017 ALL P1ATZS- ARE-1;0C"0-- See Joint H For Typical hate iii'a, andPlacement 7 0. 334" 1' Robbins Engineering, Inc,/Online Plus - Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) MIST M@ZND REFER TO ROBBINS ENG. GENERAL RUN DATE: 3-14-03 V_w 34 3419 C 172 -423 NOTES AND SY14BOLS SHEET FOR W_x 42 2513 C 423 -799 ADDITIONAL SPECIFICATIONS. CSI SIZE LUMBER 1.15FB X-1 34 1014 C 799 -9 TOP .43 4X 2 SP-#2 1892 BOTTOM CHORDS NOTES: BTM .92 4X 2 SP-#2 1892 F-R 01 0 T 0 0 1. TRUSSES MANUFACTURED BY - WBS .544X2SP-#3 1078 R-Q 47 1877 T 0 -2 East Coast Lumber EXCEPTIONS: Q_ P 76 3061 T 2 53 2. EMPIRICAL ANALOG IS USED. IT -I 2 4X 2 SP-#3 1078 P-B, 87 3615 T -53 51 3. PROVIDE 2X6 CONTINUOUS LUMBER STRESS INCREASE: .0% B-D 92 3753 T -51 86 STRONGRACKS (ON EDGE) AT REPETITIVE MEMBER INCREASES. D-0 88 3626 T -86 45 EVERY 120". FASTEN TO EACH FB 15.0% FT .0-W FC .0% O-Si 76 3083 T -45 63 TRUSS W/ 3-16d NAILS. si-H 74 3083 T -63 2 i LATERAL BRACING: N-M 48 1916 T -2 -5 FABRICATOR NOTES: TOP CHORD - CONTINUOUS M_j 01 0 T 5 0 1. EAST COAST LUMBER & SUPPLY BTM CHORD - CONTINUOUS WEBS J.C. WEBER P.E,#17455 GABLE STUDS ARE CONSIDERED F-E = 1004 C -1321,,T 5285 ST. LUCIE BLVD. NON-STRUCTURAL. ALL BRACING R-S = 1260 C 843"t-' FORT PIERCE FL. 34946 FOR HORIZONTAL WIND LOADS ARE Q-T = 804 C 2. !!!CAUTION!!! READ "RIB-91 THE RESPONSIBILITY OF THE P-U = 377 C U=BA--Ili*24i"T SUMMARY SHEET" BEFORE iiUILDING DESIGNER. B-A = 155 C C HANDLING , INSTALLING & TRUSS SPACING - 24. 0 IN. D-V = 206 T V-0 = 367 C BRACING TRUSSES, O-W = 467 T W-N = 793 C 3. SEE ATTACHED DETAIL SHEET LOADING LIVE DEAD ( PSF) N-X = 831 T X-M = 1254 C FOR: 1-JACK NXILS. TOP CHD 40. 0 10.0 M-I = 1350 T J-I = 1010 C 2-TBRACE. 3-BEARING BLOCK. BTM CHD .0 5.0 4. DESIGNER: TJR TOTAL 40.0 15.0 55.0 DL+LL DE FL = 3911 IN A-C LL DEFL 2911 BRG-SPAN/360 SUPPORT CRITERIA SPAN/ DE (DL+LL) 561 JT REACT WIDTH JT REACT WIDTH LBS IN-Sx LBS IN-SX F 1010 3- 8 1 1017 4- 0 MEMBR CSI P( LBS) MIST M@2ND TOP CHORDS E- S .33 972 C 2 -774 S-S2 .40 2483 C 774 220 S2-T .29 2483 C -220 -433 T-U .34 3402 C 433 -162 U-A .28 3753 C 162 -222 643 ArC .43 3753 C 222 -175 Cry .26 3753 C 175 -172 12 4; Robbins Engineering, lnc. lDnbna Plus- 0 1996-2002 Version 13.0.009 Engineering - Porimit 3114/03 5:53:07 V Page 1 Job mark Quan Type Span' Pl-H1 Left OH Right ciH Engineering FT2.1 9 M150 240108 10400 0 0 COFTET *MASTER* 3514 A-B-C HO 1-4-0 so 1-4-0 er v Cq 00 0 cr TC1 Cr 0 0 2x4 G 3x5 3x3 4x4 4x4 3X3 3x3 3x3 3x3S2 4x4 4X6 5x6FF 3x3 2x3 3x6EAABBACccDDEE0MnitT 1-4-0 2x3 H 4X6 3x4 3x3 2x3 2x3 3x3 '3;0 '32t5`' Wx4 T 3x6 3x3 2x3 3x3 Co on 5X6 C W308 W:308 W:400 R937 R:1655 R: 226 U. 135 24-1- 8- ALL PLATE$ ARE LOCK20 See Joint H For Typical Gable Plate Size and Placwwnt Scale: 0, 258" = T Robbins Engineering, Inc./Online Plus"` Online Plus -- Version 13.0.009 LOAD CASE #2 UNBALANCED LOAD MEMBR CSI P(LBS) MOIST M@2ND RUN DATE. 3-14-03 LUMER STRESS INCREASE: OP6 Y-BB = 718 C BB-X - 327 T PLATE STRESS INCREASE. 01 X-A = 286 C B-A = 53 C CSI SIZELUMBERI.ISFB LOADING LIVE DEAD (PSF) D-C = 115 T C-W - 373 C TOP ,744X2SP-#2 1892 TOP CUD 40.0 10.0 W-CC = 296 T CC-V - 625 C BTM .934X2SP-#2 1892 BTM CHD 0 5.0 V-DD = 663 T DD-U = 1049 C i WBS . 49 4X 2 SP-#3 1078 TOTAL 40.0 15.0 55.0 U-BE = 1088 T EE-T = 1403 C EXCEPTIONS: EXCEPTIONS- T-Q = 1084 T R-Q = 1145 C R_Q24X2SP-#3 1078 E-Q 0 10.0 R-FF = 486 C FF-S = 556 T J-1 SAME AS R-Q SUPPORT CRITERIA',, SM = 788 C N-M = 275 T REPETITIVE MEMBER INCREASES: ITT TYPE HORZ -' T WH IDT 151C P-I = 454 C FB 15. 0% FT .0% rc .0% LBS LBS IN`-4SX -4) J-1 = 222 T F PIN 0', 242' 9 V'Txut'ATERAL BRACING: R HORZ RLR 01-172V5, 3' `,$:- DL+LL DETL = .351, IN BB -A TOP CHORD - CONTINUOUS J HORZ RLR 0', 226 4-0 LL DE FL = .2511 < BRG-SPAN/360 BTM CHORD - CONTINUOUS SPAN/DEFL (DL+LL) - 837 GABLE STUDS ARE CONSIDERED NON-STRUCTURAL. ALL BRACING MEMBR CSI P(LBS) MOIST M@ 2ND REFER TO ROBBINS ENG. GENERAL FOR HORIZONTALWINDLOADSARETOPCHORDSNOTESANDSYMBOLSSHEETFORTHERESPONSIBILITY OF THE E-AA 30 891 C 2 722 ADDITIONAL SPECIFICATIONS. BUILDING DESIGNER. AA -BB 37 2257 C 722 671 TRUSS SPACING - 24.0 IN, BB -A 48 3008 C 671 316 NOTES: A-C 39 3230 C 316 435 1. TRUSSES MANUFACTURED BY - STANDARD LOADING C-CC 33 3037 C 435 309 East Coast Lumber LUMBER STRESS INCREASE .0% CC-S2 30 2460 c 309 306 2. EMPIRICAL ANALOG IS USED, PLATE STRESS INCREASE; .0% S2-DD 35 2460 C -306 657 3. UNBALANCED LOADS CHECKED LOADING LIVE DEAD (PSF) DD-EE 29 1250 C 657 474 UNBLN LD FAC = 1.00, .00). TOP CHD 40.0 10,0 EE-Q 35 667 T 477 354 4, PROVIDE 2X6 CONTINUOUS BTM CHD . 0 5.0 Q-FF 41 1178 T 354 144 STRONGBACKS (ON EDGE) AT TOTAL 40.0 15.0 55.0 FF-M 74 722 T -356 1231 EVERY 120". FASTEN TO EACH SUPPORT CRITERIA M-0 62 333 T 1231 1111 TRUSS W/ 3-16d NAILS. JT REACT WIDTH JT REACT WIDTH 0-1 52 333 T -1111 1 5. FASTEN TRUSS TO BRG J LBS IN- SX LBS IN-SX BOTTOM CHORDS FOR 135 LBS OF UPLIFT, 927 3- 8 R 1655 3- 8 F-Z 02 0 T 0 12 WHILE PERMITTING NO UPWARD J 71 4- 0 Z_Y 44 1718 T IQ 14 MOVEMENT OF WALL OR BRG. Y_x 67 2773 T -14 37 LOAD CASE # 1 UNBALANCED LOAD X-B 93 323(Y T 7 438 FABRICATOR NOTES: LUMBER STRESS INCREASE: .06 B-D 93 3230 T Y 8 374:,, 1. EAST COAST LUMBER & SUPPLY PLATE STRESS INCREASE: ,0% D-W 91 3230 T J.C. WEBER P.E.#17455 ADING LIVE DEAD (PSF) W-V 73 2899 T 5285 ST. LUCIE BLVD, P CHD 40.0 10.0 BTM CHD v -SI 49 1993 2 7 4 FORTPIERCE FL. 34946 0 5. 0 S1_U 49 1993 T 33 CAUTION!!! READ "HIB-92 TOTAL 40. 0 15.0 55.0 U-T 14 479 T 33 19 SUMIAARY SHEET" BEFORE EXCEPTIONS: T-R 15 1178 C 22 284 HANDLING , INSTALLING & Q-1 . 0 10.0 R-S 13 962 C 284 282 BRACING TRUSSES. SUPPORT CRITERIAS-N 513 333 C -295 1441 3. SEE ATTACHED DETAIL SHEET JT TYPE HORZ VERT WIDTH N-P 59 333 C 1441 1220 FOR: 1-JACK NAILS. LISS LBS IN-SX P-J 49 0 T -1137 0 2-TBRACE. 3-BEARING BLOCK. F PIN 0 937 3- 8 WEBS 4. DESIGNER: TJR R HORZ RLR 0 1383 3- 8 F-E = 931 C E-Z - 1211 T i HORZ RLR 0 -135 4- 0 Z -AA - 1151 C AA-Y = 750 T Robbins Engineering, Inc./Online Plus- 0 19W2002 Version 13.0.009 Engineering Portrait 3/14/03 6:53:10 PM Page 1 Quan Ty e Sp'an P_1_-__H__1_ Left OH Right OH --"7ngine =j!,"gn 2 M150 150412 10400 0 CWE.XM* bMOkSTMER * 3 5M14 1-4-0 gro 2x4 4x4 3x4 3x3 3sc3 3x4 E R C T F 2X3 a 42 0 D N M 3x3 4x4 3x3 3x3 2x3 2x3 3x3 5x4 Common Diagonal: 1-3-0 w z308 71 R: 843 W:400 A: 950 15-4-12 ALL PLATES AaE LOCK20 See Joint H For Typical Gable Plat® Sir® and Placement Scale: 0.395" = 1' Online Plus -- Version 13.0.009 RUN DATE: 3-14-03 CSI SIZE LUMBER 1.15 TPP 56 4X 2 SP-#2 189 jISTM 99 4X 2 SP-#2 189 WBS .44 4X 2 SP-#3 107 EXCEPTIONS: J_I 2 4X 2 SP-#3 107 LUMBER STRESS INCREASE, '0 1REPETITIVEMEMBERINCREASE FB 15.0% FT 10% PC .0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS GABLE STUDS ARE CONSIDERED NON-STRUCTURAL, ALL BRACING FOR HORIZONTAL WIND LOADS THE RESPONSIBILITY OF THE BUILDING DESIGNER. TRUSS SPACING - 24.0 IN. LOADING LIVE DEAD (PSF) TOP CHD 40.0 10.0 BTM CHO .0 5.0 TOTAL 40.0 15.0 55.07" SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-Sx LBS IN-SX F 843 3- 8 J 850 4- 0 Robbins Engineering, Inc./Online Plus, MEMBR CSI P(LBS) M@IST M@2ND F-Q 01 1:0,,,T- _,,O Q-P 39 1516 T "25 P-0 62 2392 T _439 O- B 99 2550 T ri 66 I, 6,6 B- D 99 2550 T0_ 912 D-N 96 2550 Tyr 196 N-M 44 1544 T -196 78 M_J 03 0 T 78 0 WEBS F- E 838 C E-Q = 1072 T Q-R 1012 C R-P = 621 T P-S 598 C S-0 = 173 T O-A 44 C B-A = 128 C D-C 159 T C-N = 742 C 14-T 592 T T-M = 998 C M-1 1101 T J-1 = 847 C DL+LL DEFL = .3011 IN S-A LL DEFL = 2211 < BRG-SPAN/360 SPAN/DEFL ( DL+LL) = 609 MEMER, CSI P(LBS) M@IST M@2ND TOP CHORDS E-R 29 789 C 2 694 R-S 39 1962 C 694 814 S-A 52 2516 C 814 152 A-C 56 2550 C -152 1117 C-T 52 1969 C 1117 740 T-I 31 827 C 740 9 BOTTOM CHORDS Robbins Engineering, Inc.10raine Plus" 0 1 9W2002 version 13.0.009 Engineering - Portrait 3114103 5:53:12 PM Page 1 39 NOTES: TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG is USED. 3. PROVIDE 2X6 CONTINUOUS STRONGBACKS (ON EDGE) AT EVERY 120". FASTEN TO RA TRUSS W/ 3-16d NAILS. I FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 READ ,HIB- 91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES, 3. SEE ATTACHED DETAIL SHEET FOR. I - JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER. TJR 35;=;FL CENT= *MAS' SO 1-4-0 T9i__ 2x4 C 2x3 A 1-4-0 B 2x3 F 7 3514 A-B-C Quan Type Span PI-Hl Left OH Right OH I M100 2.00308 10400 0 0 UE= 2x3 2x3 2x3 2x3 3x52x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x31xM0S10SUyAArrWRnn - - - G W v z EN, DO S2 rF MR ji LL 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 2x3 3x5 2x3 2x3 2x3 2x3 20-3-8 m ---------- ALL PL&TES AM LOCK20 See Tolnt C For Typloal QZle -platen' "Ti-ze "end placem,,t Scale: 0.305" Robbing Engineering, Plus - Online Plus -- Version 13.0.009 MEMBR CSI P (LBS), X@ 1ST M@2ND REFER TO ROBBINS EKG. GENERAL RUN DATE: 3-14-03 EE-GG 07 0 T 176 180 NOTES AND SYMBOLS SHEET FOR GG-II 07 0 T 180 166 ADDITIONAL SPECIFICATIONS. CSI SIZE LUMBER 1.15FB II- KK 09 0 T 166 222 TOP 09 4X 2 SP-#2 1892 KK_E 09 0 T 222 2 NOTES: BTH .00 4X 2 SP-#2 1892 BOTTOM CHORDS I. TRUSSES MANUFACTURED BY - WBTS 03 4X 2 SP-#3 1078 B-i 00 0 T 0 0 East Coast Lumber LUMBER STRESS INCREASE: .0% J-L 00 0 T 0 0 2. FIWIRICAL ANALOG IS USED. REPETITIVE MEMBER INCREASES: L-N 00 0 T 0 0 FB 15.0% FT .0% PC .0% N-P RQ 0 T 0 0 FABRICATOR NOTES: P-R a0 0 T 0 0 I. EAST COAST LUMBER & SUPPLY LATERAL BRACING. R-T 00 0 T 0 0 J.C. WEBER P.E.#17455 TOP CHORD - CONTINUOUS T-V 00 0 T 0 0 5285 ST. LUCIE BLVD. BTM CHORD - CONTINUOUS V-Z 00 0 T 0 0 FORT PIERCE FL. 34946 GABLE STUDS ARE CONSIDERED Z-BB 00 0 T 0 0 2. ! ! !CAUTION!!! READ ,HIB-91 NON-STRUCTURAL. ALL BRACING BB-DD 00 0 T 0 0 SUMMARY SHEET" BEFORE FOR HORIZONTAL WIND LOADS ARE DD-S2 00 0 T 0 0 HANDLING , INSTALLING & THE RESPONSIBILITY OF THE S2-Fr 00 0 T 0 0 BRACING TRUSSES. BUILDING DESIGNER. FF_HH 00 6lis, 6 3. SEE ATTACKED DETAIL SHEET TRUSS SPACING - 24.0 IN, HH-JJ 00 0 FOR: I -JACK NAILS. JJ-LL 00 0 2-TBRACE. 3-BEARING BLOCK. LOADING LIVE DEAD (PSF) LL-F 00 0 T Q 0 4. DESIGNER: TJR TOP CUD 40.0 10.0 WEBS M@ 1p" BTX CHU .0 5.0 B-A = 60 C J-I = 151 C TOTAL 40.0 15.0 55.0 L-K = 129 C N-M = 135 C P-0 = 133 C R-Q = 135 C SUPPORT CRITERIA T-S = 131 C V-U = 145 C CONTINUOUS BETWEEN JNTS B & F Z-Y = 145 C BB -AA= 131 C DD-CC= 135 C FF-EE= 133 C HH-GG= 135 C JJ-11= 129 C MEMBR CSI P(LBS) MIST M@2ND LL-KK= 151 C F-E 60 C TOP CHORDS A -I .09 0 T 2 -222 DL+LL DE FL = 00" IN A-1 I-K .09 0 T 222 -166 LL DE FL 0001 < BRG-SPAN/360 K-M .07 0 T 166 -180 SPAN/DEFL DL+LL) 999 M-0 .07 0 T 180 -176 O-Sl .07 0 T 176 56 SI-Q .07 0 T -56 -179 Q_S, .07 0 T 179 -169 S_U .08 0 T 169 -208 U_y .08 0 T 208 -208 Y-AA .08 0 T 208 -169 AA -CC .07 0 T 169 -179 CC-EE .07 0 T 179 -176 Robbins Engineering, ]nQ/OnRne Pius- 0 1996.2002 Version 13.0-009 Engineering - Porwea 3/14103 5:63:14PM,RR"'i TOb mark Quan Type Spy - 'PI -HI Left OH Ril gh13111Engineering I 3514FLFT8 11 M'150 20030810400 0 0 NASTER* 3514 A-B-C 7-- HO 1- 4-0 Ho 1-4-0 2x4 G 4x6 4x6 3x4 3x3 2x3 3x3 3x3 3x5 3x4 4x6 4x6 E TuvACwS2xyIKMFM 4x6 4x43x6 W:368 R:1116 i 2x3 jj X0ML3x33x3 2x3 ..3x3 3x3 4x4 4x6 Common Diagonal: W: 400 1116 20- 3- 8-- A,LL PL&TES ARE LOCK20 See Joint H For Typical Gable plate Size and placement Online Plus -- Version 13.0.009 MUN DATE: 3-14-03 CS1 SIZE LUMBER 1.15 TOP .57 4X 2 SP-#2 189 BTM 84 4X 2 SP-SS 360 WBS .59 4X 2 SP-#3 107 EXCEPTIONS: F- S 4X 2 SP-#2 189 S-R R-SI SAME AS F-S LUMBER STRESS INCREASE: .0 REPETITIVE MEMBER INCREASES: 15.0% FT .0% BRACING; TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS GABLE STUDS ARE CONSIDERED NON-STRUCTURAL. ALL BRACING FOR HORIZONTAL WIND LOADS THE RESPONSIBILITY OF THE BUILDING DESIGNER. TRUSS SPACING - 24,0 IN, LOADING LIVE DEAD (PSF) TOP CHD 40.0 10.0 BTM CHD 0 5.0 TOTAL 40. 0 15.0 55.0 6'= Robbins Engineering, Inc./Online Plus- MFJdBR CSI P(LBS) M@lST M@ 2ND REFERTO ROBBINS ENG. GENERAL W-S2 51 3943 C 418 465 NOTES AND SYMBOLS SHEET FOR S2-X 52 3943 C 465 510 ADDITIONAL SPECIFICATIONS. X-Y 42 2816 C 510 751 Y-I 32 1085 C 751 2 NOTES: BOTTOM CHORDS I. TRUSSES MANUFACTURED BY - F-S 01 0 T 0 6 East Coast Lumber S-R 52 2098 T 6 1 2, EMPIRICAL ANALOG IS USED. R-SI 84 3508 T 1 70 3. PROVIDE 2X6 CONTINUOUS SI-Q 45 3508 T 70 101 STRONGBACKS (ON EDGE) AT Q-B 54 43!4 T I.PI_ 7100 12011 FASTEN TO EACH B-D 62 4585 T 10.0 w3 44 TRUSS W/ 3-16d NAILS. D-P 62 4585 T 3441' 6i P-0 55 4359 'T 67, 71 FABRICATOR NOTES: O-N 45 3507 T 471 12 1. EAST COAST LUMBER & SUPPLY N-M 27 2098 T_,,,-!'-12 8 J.C. WEBER P.E.#17455 M_J 01 0 T 8 0 5285 ST. LUCIE BLVD, WEBS FORT PIERCE FL. 34946 F-E = 1109 C E-S 1474 T 2, !!!CAUTION!!! READ "HIB-91 S-T = 1410 C T-R 1002 T SUMM1ARY SHEET" BEFORE R-U = 961 C U-Q 600 T HANDLING , INSTALLING & Q-v = 578 C V-B 321 T BRACING TRUSSES. B-A = 176 C D-C 28 C 3. SEE ATTACHED DETAIL SHEET C-P = 172 C P-W 211 T FOR: 1-JACK NAILS. W-0 = 578 C O-X 608 T 2-TBRACE. 3-BEARING BLOCK. X-N = 961 C N-Y 999 T 4. DESIGNER: TJR Y-M = 1410 C M-1 1474 T J-I = 1109 C SUPPORT CRITERIA DL+LL DE FL = .5511 AT CJT REACT WIDTH JT REACT WIDTH LL DEFL = .4011 < BRG-SPAN/360 LBS IN_SX LBS IN-SX SPAN/DE (DL+LL) 442 F 1116 3- 8 J 1116 4- 0 MENBR CSI P(LBS) M@IST M@2ND TOP CHORDS E-T 32 1085 C 2 739 T-U 42 2818 C 739 538 U-V 51 3939 C 538 311 V-A 44 4585 C 311 334 A-C 57 4585 C 334 64 C_w 55 4478 C 64 418 Robbins Engineering, Inc./Onftne Plus 0 12002 Version 13.0.009 Engineering - Pa 3114/03 5:53:16 PM Page 1 Quart Type Span PI-Hl Left OH Right OH Engineefing 4 M150 200512 10400 0 0 1 HO 1-4-0 HO 1-4-0TC111-1-8 2-0®0 20-6 A0-6' 2x4 G 4X6 4x6 3x4 3x5 3x3 2x3 3x3 3x4 4x6 4X6ETUS2vA N A w D D P, 0 S2 N M 4x6 4x4 3x3 3x3 2x3 3x3 3x3 3x6 4x4 4x6 1 pq i Common Diagonal: 1-3-0 1 W:308 R;1122 ALL KATES A= LOCK20 See Toint U For Typical Gable Plate Size and Placement A Online Plus -- Version 13,0,009 1 RUN DATE. 3-14-03 CS1 SIZE LUMBER 1.15 TOP .55 4X 2 SP-#2 189 BTM .86 4X 2 SP-SS 360 kBS .61 4X 2 SP-#3 107 EXCEPTIONS: SI-N 4X 2 SP-#2 189 N-M M-J SAME AS SI-S J-1 2 4X 2 SP-#3 107 LUMBER STRESS INCREASE; .0 REPETITIVE MEMBER INCREASEZ: FB 15.0% FT .0% FC 0%1 W&TERAL BRACING - TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS GABLE STUDS ARE CONSIDERED NON-STRUCTURAL, ALL BRACING FOR HORIZONTAL WIND LOADS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. TRUSS SPACING - 24.0 IN. LOADING LIVE DEAD (PSF) TOP CHU 40.0 Mo BTX CHD .0 5.0 MPTAL 40.0 15.0 55.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-Sx LBS IN-SX F 1122 3- 8 J 1129 4- 0 Robbins Engineering, Inc,/Online Plus' MEMER CSI P(LBS) MIST M@2ND C_w .46 4538 C 35 -439 W-X .50 4000 C 439 -496 X-Y .43 2874 C 496 -772 Y-1 .33 1141 C 772 -9 BOTTOM CHOpY F- S .01 o 12 S_ R .27 2112 1~ -1 R- Q .45 3536 T p 112 Q- B .55 4397 T -112 -139 B- D .64 4640 T 139 399 D- P .64 4640 T -399 58 P- 0 .55 4417 T -58 75 O_ S1 .45 3563 T -75 81 SI- N B6 3563 T -81 11 N- M .54 2157 T -11 -1 M_ j 01 0 T 1 0 WEBS F- E = 1115 C E-S = 1484 T S- T = 1420 C T-R = 1012 T R- U = 970 C U-Q = 608 T Q- V = 590 C V-B = 338 T B- A = 182 C D-C = 37 C C- P = 161 C P-W = 208 T W- 0 = 580 C O-X = 609 T X- N = 959 C,-;N Y 997,T Y- M = 1414 C M-I J- 1 = 1122 C DL+ LL DELL 5 7IY,,--AT - R7 LLDEFL = .411, <,BRG-'SPAN/360 SPAN/ DEFL (DL+LL) = 433 MEMR CSI P(LBS) MIST M@2ND TOP CHORDS E- T .32 1092 C 2 -743 T- U .42 2839 C 743 -540 U- S2 .52 3973 C 540 519 S2_ V .52 3973 C -519 -302 V- A .46 4640 C 302 -375 A- C .55 4640 C 375 -35 Robbins Engineering, Inc-lonline Prus- 0 1996-2002 Version 13.0,G09 Engineering - Portrait 3/14103 5:53:19 PM Page 1 I' ll, a Z * % Z Z x 71, WA00 R. 1129 NOTES - 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. FavIPIRICAL ANALOG IS USED. 3. PROVIDE 2X6 CONTINUOUS STRONGBACKS ( ON EDGE) AT EVERY 120". FASTEN TO EACH TRUSS W/ 3-16d NAILS. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J. C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!! CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: I -JACK NAILS. 2- TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Quan Tvpe Span PI -HI Left OH Right OH Rffigzzaizi N HO 1-4-0 TC -1- He 1-4-0 1-5-3 2x4 G 4x4 3x4 3x3 3x5 3x3 2x3 2x3 4x4 4x4 5X8 2x3 3X6EUVS2WACXvMn - I 2x3 K 13 D Q S1 P N 04x43x33x33x34x44x43x54x63x34x6 CD: 1-3-0 CD: 1-3-0 W:308 W:308 R; 834 R:1813 CD: 2-5-4 q `i Online Plus -- Version 13.0.009 RUN DATE, 3-14-03 CST SIZE LUMBER 1. 15F,*, TOP .90 4X 2 SP-#2 1892 BTM 59 4X 2 SP-SS 3608 WBS .56 4X 2 SP-#3 1078 EXCEPTIONS- SI-P1892 P-N N-0 O-J SAME AS SI-P N-M 2 4X 2 SP-#3 1078 J-1 SAM AS N-14 REPETITIVE MEMBER INCREASES; LATERAL BRACING: TOP CHORD - CONTINUOUS 9 17 W; 400 R , 28 U; 530 ALL PLATES ARE LOCX20 See acrint 9 For Typioal Gable,Plate S;Lze and Plaoement Scale: 0.302" Robbins Engineering,, ; ln"/16 ltne Plu LOAD CASE #2 UNBALAUd=tOAD LUMBER STRESS INCREASE- 0% PLATE STRESS INCREASE: .0% LOADING LIVE DEAD (PSF) TOP CHD 40,0 100 BTM CHD .0 5.0 TOTAL 40.0 15.0 55.0 EXCEPTIONS; E-M .0 10.0 SUPPORT CRITERIA ITT TYPE HORZ VERT WIDTH LBS LSS 114-SX F PIN 0 226 3- 8 N HORZ RLR 0 628 3- 8 j HORZ RLR 0 28 4- 0 SIM CHORD - CONTINUOUS KMMMR CST P(LBS) MIST M@2ND GABLE STUDS ARE CONSIDERED TOP CHORDSNON-STRUCTURAL. ALL BRACING E-U 32 783 C 2 -780 FOR HORIZONTAL WIND LOADS ARE U®V 37 1921 C 780 -480 THE RESPONSIBILITY OF THE v-32 29 2506 C 480 342 BUILDING DESIGNER. S2-W 37 2506 C,__nAA2,_."76S0TRUSSSPACING - 24.0 IN. W-A 69 2305 C 1,1,4,7,7,,,, A-C 90 2305 C 1,4, QSTANDARD LOADING IUMBER C_X 88 2305 CSTRESSINCREASE: .0% X-Y 34 1062 C i PLATE STRESS INCREASE: .0% Y-M 44 480 T 88,,-608 LOADING LIVE DEAD (PSF) M-Z 39 750 T 25TOPCHT) 40.0 10.0 2-1 26 750 T BT14 CUD .0 5,0 BOTTOM CHORDS TOTAL 40.0 15.0 55.0 P®T 01 0 T 0 -35 SUPPORT CRITERIA T-S 21 1501 T 35 85 JT TYPE HORZ VERT WIDTH S_R 35 2334 T 85 -328 LBS LBS IN-SX R-B 59 2580 T 328 1316PIN08333® 8 B-D 55 2305 T 1316 -1292 N HORS RLR 0 1813 3- 8 P-Q 48 1726 T 1292 297jHORZRLR0 -394 4- 0 Q-S1 12 445 T 297 249 SI-P 20 445 T 249 -121 LOAD CASE #1 UNBALANCED LOAD P-N 11 1519 C 118 -181LUMBERSTRESSINCREASE, .0% N-0 19 1519 C 1131 0 PLATE STRESS INCREASE: .0% 0-1 02 0 T 0 0 LOADING LIVE DEAD (PSF) WEBS TOP CHD 40.0 10.0 F-E 830 C E-T 1064 TBTKCHD .0 5.0 T-U 1000 C U-S 585 TTOTAL40,0 15.0 55.0 S-V 575 C V-R 239 T EXCEPTIONS: R-w 104 C W-B 385 C M-1 .0 10.0 B-A 126 T D-C 441 C SUPPORT CRITERIA D-x 855 T X-Q 927 CJTTYPEHORZVERTWIDTHQ-Y 861 T Y-P 1275 CLBSLEEIN-SX P-M 1389 T NAM 17 6 C F PIN 0 834 3 8 M-0 1084 T N HORZ RLR 0 1680 3- 8 0-1 935 C 0-1 ZT HORZ RLR 0 -530 4- 0 t Roq" Engineering, Inc Online Plus" 0 1996-2002 Version 13.0.009 Engineering Portmit 3114103 5:53:2Q PWRA I j! DL+LL DEFL - .3611 IN R-B LL DEFL - .2511 < BRG-SPAN/360 SPAN/DEFL (DL+XL) - 692 F i i NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. UNBALANCED LOADS CHECKED UNBLN LD FAC = 1.00, .00 4. PROVIDE 2X6 CONTINUOUS STRONGBACKS (ON EDGE) AT EVERY 120". FASTEN TRUSS W/ 3-16d LS 5FASTEN TRUSS T RG J FOR 530 LBS OF LIFT, WHILE PERMITT G 0 U MOVEMENT OF OR BR FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J. C. WEBER P.E#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL, 34946 REJW 11HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES, 3. SEE ATTACHED DETAIL SHEET FOR: I -,TACK NAILS, 2- TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR j job mark Quan Type Spa 1aP1Rl Left OH Right OH Engineering 35141 LFT124M1501701042`10400 0 0 CENT *MASTER* 3514 A-B-C HO 1- 4-0 TC 1 1-1-8 HO 1- 4-0 2x4 G 3x5 4x4 4x4 S2 3x3 3x3 2x3 2x3 3x3 4x4 4x6 E RSTAI - F 2x3 R: 937 4x6 3x4 3x3 13x3 3x3 3x53X41 4x6 Common ALL PLATES ARE LOCK20 See Joint R For Typical Gable Plate Size and Placement IT 3x3 W. 400 Rz 944 WEM30E9 Robbins Engineering, Inc,/ Online Plus" OnlinG Plus -- Version13,0.009 MENMR CSI P(LBS) M@lST M@ 2ND REFER TO ROBBINS ENG, GENERAL RON DATE: 3-14-03 A-C 67 3141 C -797 1261 NOTES AND SYMBOLS SHEET FOR C_U 65 3141 C 1261 127 ADDITIONAL SPECIFICATIONS, CSI SIZE LUMBER 1.15FB U-V 43 2257 C 127 878 TOP 67 4X 2 SP-#2 1892 V_I 37 938 C 8*78 9 NOTES: BTM .72 4X 2 SP-SS 3608 BOTTOM CHORDS I, TRUSSES MANUFACTURED BY - NBS .50 4X2SP-#3 1078 F-Q 00 0 T 0 18 East Coast Lumber EXCEPTIONS: Q-p 23 1720 T 28 55 2. EbWIRICAL ANALOG IS USED. S1_N 4X 2 SP42 1892 P-0 37 2764 T -55 170 3. PROVIDE 2X6 CONTINUOUS N-M M- J SAME AS S1-N O-B 55 3229 T 170 793 STRONO BACKS (ON EDGE) ATJ_I 2 4X 2 SP-#3 1078 B-D 54 3141 T -793 723 EVERY 120". FASTEN TO EACH LUMBER STRESS INCREASE: .0% D-S1 48 2 7 Ti7,,, T 72 189 USS W/ 3-168 NAILS. REPETITIVE H01BER INCREASES, SI- N 72 2777 t. a88 FB 15.0% FT . 0% PC .094 N-M 49 1758 T FABRICATOR NOTES: M_J 03 0 T 0 1. EAST COAST LUMBER & SUPPLY LATERAL BRACING: J.C. WEBER P.E.#17455 TOP CHORD - CONTINUOUS F- E = 932 C E-9,-" 1214 T 5285 ST. LUCIE BLVD. BTM CHORD - CONTINUOUS Q- R = 1150 C 737 T FORT PIERCE FL. 34946 GABLE STUDS ARE CONSIDERED P-S = 716 C S-0 = 371 T 2. !!!CAUTION!!! READ "HID-91 NON-STRUCTURAL. ALL BRACING O-T = 278 C T-B = 123 C SUMMARY SHEET" BEFORE FOR HORIZONTAL WIND LOADS ARE B-A = 13 T D-C = 332 C HANDLING , INSTALLING THE RESPONSIBILITY OF THE D-U = 579 T U-N = 723 C BRACING TRUSSES. BUILDING DESIGNER. N-V = 696 T V-M = 1140 C 3. SEE ATTACHED DETAIL SHEET TRUSS SPACING - 24,0 IN. M-I = 1249 T J-1 = 941 C FOR: I -JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. LOADINGLIVE DEAD (PSF) DL+ LL DErL = 36" IN O-B 4. DESIGNER: TJR TOP CHD 40.0 10, 0 LL DEFL 2611 < BRG-SPAN/360 BTMiCHD .0 5,0 SPAN/ DEFL (DL+LL) = 575 TOTAL 40.0 15.0 55.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LDS IN-SX LBS IN- SX P 937 3- 8 a 944 4- 0 j_,M1UABR CSI P(LBS) M@1ST M@2ND TOP CHORDS T E-R . 32 893 C 2 -767 R-S2 .39 2250 C 767 -135 g S2-S .27 2250 C 135 -502 S-T .35 3030 C 502 -542 T-A .47 3141 C 542 797 Robbins Engineering, Ina,/Online Plus- 0 199&2002 Version 13,0.009 Engineering - PortmIt 3114/03 5:53:23 PM Page 1 Job 3514FL Mark FTil;3 R* 3514 A-B-C Quan TYPO Span PI -HI Left OH Right OH I M100 131108 10400 0 0 WE= 1-4-0 4- 2x3 2X3 2x3 2x3 2x3 2x3 2x3 2x3 2X3 2x3 2x3 2x3M0VS, w y AA EG L TY P 1'- T v x Z BB H 22x32x32x32x32x32x32x32x32va - U SC7__ ALL PLATES ARE LOCK20 SOO Joint C For Typical Gable Plate Size and Placemont Scale: 0,434" = T Robbins Engineering, Inc./Online Plus - Online Plus -- Version 13.o.009 M=1dBR CSI P(LBS) MIST M@2ND REFER TO ROBBINS ENG. GENERALRUNDATE: 3-14-03 BOTTOM CHORDS NOTES AND SYMBOLS SHEET FOR B-J 00 0 T 0 0 ADDITIONAL SPECIFICATIONS, CSI SIZE LUMBER 1.15FB J-L 00 0 T 0 0 TOP .09 4X 2 SP-#2 1892 L-N 00 '0 T 0 0 NOTES: BTM .00 4X 2 SP-#2 1892 N-P 00 0 T°, - 0, TRUSSES MANUFACTURED By - NBS .03 4X 2 SP-#3 1078 P-R 00 0 T 'u 0 East Coast LumberLUMBERSTRESSINCREASE: .0% R-T 00 0 T O 0 2. EMPIRICAL ANALOG IS USED, REPETITIVE MEMBER INCREASES: T-V 00 0 T,- 0 0 FB 15.0% FT .0% FC .0% V_x Til0 000 -'-f"r- 0 FABRICATOR NOTES: X_ Z 00 0 T, 0 0 1, FAST COAST LUMBER & SUPPLY LATERALBRACING. E-BB 00 0 T 0 0 J.C. WEBER P.E.#17455 TOPCHORD - CONTINUOUS BB-F 00 0 T 0 0 5285 ST. LUCIE BLVD, BTM CHORD - CONTINUOUS WEBS FORT PIERCE FL. 34946 GABLE STUDS ARE CONSIDERED B-A = 60 C J4-1 z, 151 C 2. ! ! !CAUTION! ! ! READ 11HIB-91 NON-STRUCTURAL. ALL BRACING L-K = 130 C N-M = 134 C SUMMARY SHEET" BEFORE FORHORIZONTALWINDLOADSAREP-0 = 139 C R-Q = 88 C HANDLING , INSTALLING THERESPONSIBILITYOFTHET-S = 88 C V-U = 139 C BRACING TRUSSES. BUILDING DESIGNER. X-W = 134 C Z-Y = 130 C 3. SEE ATTACHED DETAIL SHEET TRUSSSPACING - 24.0 IN. BB -AA= 151 C F-E = 60 C FOR: I -JACK NAILS. 2- TBRACE 3-BEARING BLOCK, LOADING LIVE DEAD (.PSF) DL+LL DE = .00" IN AA-E C DESIGNER: TJR TOP CHD 40.0 10.0 LL DEFL = .001, < BRG-SPAN/360 BTX CED .0 5.0 SPAN/DEFL (DULL) = 999 TOTAL 40.0 15.0 55.0 SUPPORT CRITERIA CONTINUOUS BETWEEN JNTS B & F 0 kigMBRCSIP(LBS) M@lST M@2ND TOP CHORDS T ri A - I .09 0 T 2 -222 I- K .09 0 T 222 -167 K- M .07 0 T 167 -177 M- 0 .08 0 T 177 -191 O- Q ,08 0 T 191 -119 Q- S .05 0 T 119 -119 S® U .08 0 T 119 -191 U_ w .08 0 T 191 -177 W- Y .07 0 T 177 -167 Y- AA .09 0 T 167 -222 AA- E .09 0 T 222 -2 Robbins Engineering, Inc,/Online Plus- a 1996-2002 Version 13-0.009 Engineering - Portrait 3114/03 5:53:24 PM Page 1 Job Mark Quan e San P2-H1 Left OH Right OH Engineering 35,14FLFT14 1 1-n50131108 10400 0 0 CENWX * MASTER*- 3514 A-_B-C HO 1-4-0 HO 1-4-0 2x4 G 4x4 3x4 3x3 3x3 2X3 2.3 4.4 1=- 4®0 2x3 3X3 3x3 4x4 4x4 Common Diagonal: 1-3-0 W. 308 I R: 767 W:308 R; 767 ALL PL&TES ARE L0CK20 See Joint H For TYPiCAI Gable Plate Size and Placement Robbins Engineering,.-jnc./0i14jne pIns, Scale: 0,434" - 1' R__ CSI__PJLBSM21ST W@2ND REFER TO ROBBINSGENERAT DATE: 3- 14-03 CS1 SIZE LUMBER 1.15 TOP .58 4X 2 SP-SS 360 BTM 57 4X 2 SP-SS 360 WBS 41 4X 2 SP-#3 107 LUMBER STRESS INCREASE: .0 REPETITIVE MEMBER INCREASES: FB 15. 0% FT .0% PC .0%] LATERAL BRACING - TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS GABLE STUDS ARE CONSIDERED NON-STRUCTURAL, ALL BRACING FOR HORIZONTAL WIND LOADS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. TRUSS SPACING - 24O IN. LOADING LIVE DEAD (PSF) OP CHD 40.0 10.0 CHD 0 5.0 TOTAL 40O 15.0 55.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WID LES IN- SX LES IN- F 767 3- 8 J 767 3-1 MEMBR CSI P(LBS) MIST M@2ND TOP CHORDS E-Q 17 711 C 2 786 Q-R 19 1711 C 786 463 R-S 23 2166 C 463 760 S-A 44 1779 C 760 1913 A-C 58 1779 C 1913 2527 C-T 57 1779 C 2527 98 T-I 14 676 C 98 2 RnlplprNm r1% TnvT%v P-0 19 1361 T_ 44 91 ADDITIONAL SPECIFICATIONS, O-V 33 2057 T -91 393 N-B 57 2167 T 393 1495 NOTES; B-D 57 1779 T -1495 1708 1. TRUSSES MANUFACTURED BY - D-M 50 1164 T 1708 488 East Coast Lumber M_j 10 0 T -488 0 2. EMPIRICAL ANALOG IS USED. WEBS 3. PROVIDE 2X6 CONTINUOUS F-E 764 C E-P = 967 T STRONGBACKS (ON EDGE) AT P-Q 904 C Q-0 = 488 T EVERY 120". FASTEN TO EACH O-R 482 C R-N = 152 T TRUSS W/ 3-16d NAILS. N-S 2 C S-B = 540 C B-A 201 T D-C = 552 C FABRICATOR NOTES: D-T 1018 T T-M = 891 C I. EAST COAST LUMBER & SUPPLY M-1 919 T J-1 = 730 C J.C. VEBER P.E.#17455 5285 ST. LUCIE BLVD. DL+LL DErL = 3111 IN X-B FORT PIERCE FL. 34946 LL DEFL = .21" < BRG-SPAN/360 2. CAUTION!!! READ "HIB-91 SPAN/DEFL '(DL+ TIL) -1-15 3 5- SUMMARY SHEET" BEFORE HANDLING , INSTALLING Y BRACING TRUSSES. M` I S Is 4 4101, 3. SEEATTACHEDDETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK, 4. DESIGNER: TJR Robbins Engineering, lnc,10nljne Plus- C) I 9W2002 version 13,0.009Engineenng - Por"It 3114103 5:63:26 PWfibirl- job Mark Quern Type Engineering3514;FL FTI;5 6 M:L50 1905o4,ui"104,00, 0 0ENTER *MASTER* 3514 A_B-C HO 1-4-0 HO 1-4-0 2x3 G 5x4 4x4 3x4 3x5 3x3 2x3 2x3 3x3 3x4 4x4 4X6ESTS2UAr11 7- 1-4-D i 2x3 F, 1 1 W:308 R: 1065 w s xs 1) 0 $1 N M4X64x43x33x33x33x33x64x44x6 Common Diagonal: 1-3-0 ALL PLATrS_AAX LOCK20 See Joint H For Typical Gable Plate Size and Placement W; 400 R: 1072 Robbins Engineering, Inc./online plus - Online Plus -- Version 13.0.009 MEMBR CSI P(LBS) M@IST M@2ND REFER TO ROBBINS G. GENERALRUNDATE: 3-14-03 A-C 46 4177 C 32 328 NOTES AND SYMBOLS SHEET FOR C-V 38 4177 C 328 346 ADDITIONAL SPECIFICATIONS. CSI SIZE LUMBER I . 15FB V-W 47 3696 C 346 526 TOP .50 4X 2 SP-#2 1892 W_X 42 2692 C 526 770 NOTES: BTM .82 4X 2 SP-SS 3608 X-1 33 1076 C 770 9 1. TRUSSES MANUFACTURED BY - WBS .57 4X 2 SP-#3 1078 BOTTOM CHORDS East Coast LumberEXCEPTIONS: F-R 01 0 T 0 2 2. EMPIRICAL ANALOG IS USED, SI-N 4X 2 SP-#2 1892 R-Q 26 1991 T -2 20 3. PROVIDE 2X6 CONTINUOUS N-M M-i SANE AS si-N Q-P 42 3298 T -20 27 STRONGBACKS (ON EDGE) ATJ-1 2 4X 2 SP-#3 1078 P-B 52 4036 T -17 174 EVERY 120". FASTEN TO EACHLUMBERSTRESSINCREASE: .0% B-D 53 4177 T -174 25 TRUSS W/ 3-16d NAILS. REPETITIVE MEMBER INCREASES. D-0 50 4053 T 25 84 FB 15.0% FT .0% FC .0% O-Si 43 3322 T,- -84 139 FABRICATOR NOTES: SI-N 82 3322 T 1. EAST COAST L014BER & SUPPLYLATERALBRACING: N-M 51 2033 T ti, J.C. WEBER P.E.#17455 11,TOP CHORD - CONTINUOUS M_j 01 0 I 3n 0 5285 ST. LUCIE BLVD. t_tiBTM CHORD - CONTINUOUS WEBS 4,5 FORT PIERCE FL,,34946 GABLE STUDS ARE CONSIDERED F-E = 1059 C E-aww, 1400 T 2. !!!CAUTION!!! READ IIHXB-91 NON-STRUCTURAL. ALL BRACING R-S = 1337 C S-Q = 927 T SUMMARY SHEET" BEFOREFORHORIZONTALWINDLOADSAREQ-T = 892 C T-P = 535 T HANDLING , INSTALLINGTHERESPONSIBILITYOFTHEP-U = 492 C U-B = 197 T BRACING TRUSSES. BUILDING DESIGNER. B-A = 128 C D-C = 151 C 3. SEE ATTACHED DETAIL SHEETTRUSSSPACING - 24.0 IN. D-V = 222 T V-0 = 49S C FOR: I - JACK NAILS. O-W = 520 T W-N = 877 C 2-TBRACE. 3-BEARING BLOCK. LOADINGLIVEDEAD (PSF) N-X - 917 T X-M - 1332 C 4. DESIGNER: TJR TOP CHD 40.0 10.0 M-1 = 1432 T J-1 = 1065 C BTM CHD .0 5.0 TOTAL 40.0 15.0 55.0 DL+LL DE FL = 4611 IN A-C LL DEFL 3411 BRG-SPAN/360 SUPPORT CRITERIA SPAN/DE (DL+LL) = 505 JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX P 1065 3- 8 1 1072 4- 0 MEMER CSI P(LBS) WIST M@2ND TOP CHORDS E- s .32 1030 C 2 -750 T . 41 2657 C 750 -529 T- S2 .40 3683 C 529 -99 S2- U .46 3683 C 99 -373 U- A .50 4177 C 373 -32 Robbins Engineering, Invonline Plus- a 19w2002 Version 13A009 Engineering - Portrait 3M4103 5:53:29 PM Page 1 Quan Ty e SiDan Fil-HI Left OH Right OH I M100 50108 10400 0 Uo= SO 1-4-0 zc -I 2x4 C 2x3 1-4-0 G 2x3 2x3 2x3 2x3 2x3 2x3 2.3 ALL PLATES ARE LOCK20 See Joint C For Typical Gable Plate Size and Placement Scale: 0.818" = I' Robbins Engineering, Inc,/Online Plus - Online Plus -- Version 13.0,009 MEMBR CSI P(LBS) M@ 1ST M@2ND RUN DATE. 3-14-03 L-14 .00 0 T 0 0 REFER TO ROBBINS ERG, GENERAL N-F .00 0 T' O 0 NOTES AND SYMBOLS SHEET FOR CSI SIZE LUMBER 1.15FB WEBS ADDITIONAL TOP .08 4X 2 SP-#2 1892 B-A = SPECIFICATIONS. t 60 C J-1 146 C BTM .00 4X 2 SF-#2 1892 L-K = 101 C N7-M 146 C NOTES: WBS .03 4X 2 SF-#3 1078 F-E = 60 C 1, TRUSSES MANUFACTURED BY - LUMBER STRE ' SS INCREASE. .0% East Coast Lumber REPETITIVE MEMBER INCREASES., DL+LL DEFL = .001, IN M-E 2, EMPIRICAL ANALOG IS USED. FB 15.0% PT .0% PC .0% LL DE FL = .0011 < BRG-SPAN/360 SPAN/DE (DL+LL) 999 FABRICATOR NOTES: LATERAL BRACING: I. EAST COAST LUMBER & SUPPLy TOP CHORD - CONTINUOUS J.C. WEBER P.E.#17455BTXCHORD - CONTINUOUS 5285 ST. LUCIE BLVD. GABLE STUDS AIRE CONSIDERED FORT PIERCE FL. 34946 NON-STRUCTURAz. ALL BRACING 2. ! ! ! CAUTION! ! ! READ "HIB-91 FOR HORIZONTAL WIND LOADS ARE SUMMARY SHEET" BEFORE THE RESPONSIBILITY OF THE HANDLING , INSTALLING & BUILDING DESIGNER, BRACING TRUSSES. TRUSS SPACING - 24.0 IN. 3, SEE ATTACHED DETAIL SHEET LOADING LIVE DEAD (PSF) FOR: I - JACK NAILS. 2-TBRACE. 3-BXARING BLOCK. TOPCHD40.0 10.0 4. DESIGNER: TJR STMCHD '0 5.0 TOTAL 40.0 15.0 55.0 SUPPORT CRITERIA 1 4 6 PqNTINUOUSBETWEENJUTSB & F MEMBR CSI P(LBS) M@lST M@2ND TOP CHORDS A - I .08 0 T 2 -210 I- K .08 0 T 210 -100 X- M .08 0 T 100 -210 08 0 T 210 -2 BOTTOM CHORDS B- J .00 0 T 0 0 J- L .00 0 T 0 0 Robbins Engineering, inwoniine Pius TM v iqw2002 version 13.0.009 Engineering - Portrait 3114103 5:53:30 Pig Page 1 job Mark Quan Ty 13e Span PI-Hl Left OH Right OH P P 1 J51; 4;FL Moak G1 5 1 - 2P SP 190612 10400 0 0 CENMX *M&STZR* 3514 A-B-C Engineering 0% T_ 1-4®0 A 2x4i W: 308 R.2606 L y _0 - 404 5x6 3X8 1x4 IX4 1 si 0 p 5x6 5x6 3X8 7X8 2x I W:308 R; 2583 Robbins Engineering, Inc.10nline Plus - Online Plus -- Version 13.0,009 MEMBR CSI P(LBS) M@1ST M@2ND REFER TO ROBBINS EKG. GENERALRUNDATE: 3-14-03 BOTTOM CHORDS NOTES AND SYMBOLS SHEET FOR A-H .06 0 T 1 502 ADDITIONAL SPECIFICATIONS. H-H .63 3812 T -502 1497 2-PLY TRUSS M-N .85 5697 T -1497 1129 NOTES: N-S2 .59 3865 T -1129 975 1. TRUSSES MANUFACTURED By - S2-E .57 3865 T -975 703 East Coast Lumber CSI SIZE LUMBER FB E-D .08 0 T -703 0 2. EMPIRICAL ANALOG IS USED. TOP .97 2X 4 SP-SS 2850 WEBS 3. PREVENT TRUSS ROTATION ATBTM .85 2X 4 SP-SS 2850 A-B = 1281 C B-H = 3959 T ALL HEARING LOCATIONS. WBS .92 2X 4 SP-#3 850 H-I = 1043 C I-M = 1926 T 4, PROVIDE DRAINAGE TO k EXCEPTIONS-, M-0 = 414 C N-P = 389 C PREVENT WATER PONDING. A-B 2X 6 SP-#2 1250 N-L = 1878 T E-L = 1036 C 5. 2 COMPLETE TRUSSES REQUIRED, B-H 2X 4 SP-#2 1500 E-C = 4005 T D-C = 1266 C FASTEN TRUSSES TOGETHER W/ E-C SAME AS B-H 10d NAILS AS EACH LA isLUMBERSTRESSINCREASE: .0% DL+LL DEFL - .72 1_ IN_M-N APPLIED,STAGGERED AS FOLLOWS LL DE FL = .5211 < ERG-SPAN/2U 1_- MEMBER ROWS SPACING(IN) LA TERAL BRACING: CHORD SPAN/DEFL (DL+LL) . , , #6 ', It "; TOP CHD 1 9.0 7OP - CONTINUOUS BTX CED 1 12.0BTMCHORD - CONTINUOUS WEBS 2 4.0TRUSSSPACING - 24.0 IN. PLUS CLUSTERS OF NAILS IF SHOWN. LOADING LIVE DEAD (PSF) TOP CHI) 40.0 10.0 FABRICATOR NOTES: BTM CHD .0 5.0 1. EAST COAST LUMBER & SUPPLY TOTAL 40.0 15.0 55.0 J.C. WEBER P.E.#17455EXCEPTIONS: 5285 ST. LUCIE BLVD. B-C 97e3 31.2 FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ "HIB-91SUPPORTCRITERIASUMMARYSHEET" BEFORE JT REACT WIDTH JT REACT WIDTH HANDLING , INSTALLING LBS IN -SR LBS IN -SE BRACING TRUSSES. A 2606 3- 8 D 2583 3- 8 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK, MEAABER FORCES - EACH PLY 4, DESIGNER: TJR MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS 42 3812 C 40 -2544 of -S1 .76 5697 C 2544 2002 AI - 0 97 5697 C -2002 -604 53 5697 C 604 -521 P-L .85 5697 C 521 -2237 L-C .39 3865 C 2237 -16 Robbins Engineering, Inc.tOnfine Plus^ 0 19W2002 Version 13.0.009 Engineering Partraft 311=3 8:20:38 AM Page 1 Quan Type Span PI-Hl Left OH Right OH Engineering I Sp 61008 3 1- 0- 0 0 1 I HO 3-14 2-0-8 1x4 1x4 ME ALL PLATES ARE LOCK20 Scale: 0-757" - I' Robbins Engineering, Inc. /Onlin6,P.Jus, Online Plus -- Version 13,0.009 REFER TO ROBBINS ENG. GENERAL RUN DATE: 3-14-03 NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. CS1 SIZE LUMBER 1.15PB TOP .10 2X 4 SP-#2 1720 NOTES: BTM: .08 2X 4 SP42 1720 1. TRUSSES MANUFACTURED BY - WBS .04 2X 4 SP-#3 980 East Coast Lumber REPETITIVE MEMBER INCREASES: 2. EMPIRICAL ANALOG IS USED. FB 15.0% FT 0_% FC 0% 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A LATERAL BRACING: MAIN WIND -FORCE RES SYSTEM[ TOP CHORD - CONTINUOUS FOR EXTERIOR ZONE LOCATION BTM CHORD - CONTINUOUS WIND SPEED - 110 MPH TRUSS SPACING - 24.0 IN. MEAN ROOF HEIGHT - 151 EXPOSURE CATEGORY - B STANDARD LOADING OCCUPANCY FACTOR - 1.00 LUMBER STRESS INCREASE: 25.0% ENCLOSED BUILDING. PLATE STRESS INCREASE: 25,0% TC DEAD LOAD = 5.0 PSF LOADING LIVE DEAD (PSF) BC DEAD LOAD = 5.0 PSF TOP CHD 20.0 7,0 4. ANCHOR TRUSS FOR A TOTAL BTM CHD .0 10.0 HORIZONTAL LOAD OF 113 S. TOTAL 20.0 17.0 37.0 5. FASTEN TRUSS TO BRG A SUPPORT CRITERIA FOR 103 LBS OF UPLIFT, CONTINUOUS BETWEEN JNTS A & C WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. L LEFT RIGHT 6. FASTEN TRUSS TO BRG E HEEL DIN - 4SX FOR 155 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MEMBR CSI P(LBS) M@IST X@2ND MOVEMENT OF WALL OR BRG. TOP CHORDS A-D .10 67 C 97 268 FABRICATOR NOTES- D-F .09 43 C -268 6 1. EAST COAST LUMBER & SUPPLY F-B .01 34 C -6 2 J.C. WE13ER P.E.#17455 BOTTOM CHORDS 5285 ST. LUCIE BLVD. A-E .08 29 C 257 120 FORT PIERCE FL, 34946 E-G .04 29 C -120 -42 2. CAUTION!!! READ ,RIB-91 G-C .01 29 C 42 0 SUMMARY SHEET" BEFORE WEBS HANDLING , INSTALLING & C-B .04 29 C 0 0 BRACING TRUSSES. E-D 176 C G-F 56 C 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS, DL+LL DEFL 0 1 11 IN A-D 2-TBRACE. 3-BEARING BLOCE. LL DE FL = .01" < BRG-SPAN/240 4. DESIGNER: TJR SPAN/ DE (DL+LL) = 999 Romins Engineering, imiontine P[us- a 1996-2002 Version 13,0.009 Engineering - Portrait W5/03 9:12:06 AM Page 1 Job Mark Quan Type span PI-n—Left OH Right OH 3514C M4A s0 0 EE—M= 3514- 3514CP So 3-14 HO 2-0-8 2x3 2-0-8 m IN W: 800 KGR R: 321 R: 246 Ve 137 U: 93 ALL PLATES AIRE LOCK20 Online Plus -- Version 13.0,009 RUK DATE - 3-14-03 CS1 SIZE LUMBER 115FB TOP .41 2X 4 SP-#2 1720 BTM .30 2X 4 SP-#2 1720 was .05 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN, STANDARD LOADING LUMBER STRESS INCREASE: 25.0 PLATE STRESS INCREASE: 25.0 LOADING LIVE DEAD (PST) TOP CHU 20,0 7.0 BTM CHD .0 10.0 TOTA1 20O 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WID LBS IN-SX LBS IN - A 321 8- 0 C 246 3-1 LEFT RIGHT HEEL OIN - 4SX MEMBR CSI P(LBS) MIST X@2ND TOP CHORDS A-D ,40 55 C -480 -758 D-B .41 48 C 758 2 BOTTOM CHORDS A-C .30 29 C 932 -1 WEBS C-B O5 164 C 0 0 DL+LL DEFL = 1811 AT D BRG-SPAN/240 SPAN/DEFL (DL+LL) = 447 Robbins Engineering, Inc,/Online Plus" mm= I NOTES: I. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USFX. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MA114 WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 15, EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PST BC DEAD LOAD = 5.O PST 4. ANCHOR TRUSS FOR A TOTAL Win HORIZONTAL LOAD OF 113 S. 5 FOR 137 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6FASTEN TRUSS TO BEG C FOR 93 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J- C, WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. ! ! ! CAUTION!! ! REJ&D "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING BRACING TRUSSES. 3, SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2- TBRACE. 3-BF.ARINGBLOCK. 4. DESIGNER: TJR T; Robbins Engineering, Inc./Online PlwqTM V 1996-2002 Version 13.0.009 Engineering - Portrait 311SM3 9:12:07 AM Page 1 Job IF Mark Quan Tyi e spig, Left OH Right ()111 EngineeringM4B2SP902,68- 3 1- 0- 0 0 CEW=X 3514- 3514CP HO 3-14 mr 1 1 -n-n HO 2-7-8 NMI 2-7-8 77 W: 800 HGR Rz 408 R: 333 U: 166 U; 125 ALL PL&TES ARE LOCK20 Scale: O.598" Robbins Engineering, Inc./Online Plus" Online Plus -- Version 13.0.009 REFER TO ROBBINS ZNG. GENERALRUNDATE: 3-14-03 NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. CS1 SIZE LUMBER 1,15FB TOP .25 2X 4 SP-#2 1720 NOTES: BTM .34 2X 4 SP42 1720 1. TRUSSES MANUFACTURED BY - WBS .24 2X 4 SP-#3 980 East Coast LumberREPETITIVEMEMBERINCREASES: 2. EMPIRICAL ANALOG IS USED. FB 15.0% FT .0% FC .0% 3. WIND LOADS - ANSI/ASCE 7-9B TRUSS IS DESIGNED AS AILATERALBRACING: MA -IN WIND -FORCE RES SYSTEMTOPCHORD - CONTINUOUS FOR EXTERIOR ZONE LOCATIONBTMCHORD - CONTINUOUS WIND SPEED - 110 MPHTRUSSSPACING - 24.0 IN. MEAN ROOF HEIGHT - 15' EXPOSURE CATEGORY - BSTANDARDLOADINGOCCUPANCYFACTOR - 1.00 LUMBER STRESS INCREASE: 25.0% ENCLOSED BUILDING. PLATE STRESS INCREASE: 25.0% TC DEAD LOAD = 5.0 PSFLOADINGLIVEDEAD (PSF) BC DEAD LOAD = 5.0 PSFTOPCHD20.0 7,0 4, ANCHOR TRUSS FOR A TOTALBTMCHD .0 10.0 HORIZONTAL LOAD OF 150 S. TOTAL 20.0 17.0 37.0 5. FASTEN TRUSS TO BRG ASUPPORTCRITERIAFOR166LBSOFUPLIFT, JT REACT WIDTH JT REACT WIDTH WHILE PERMITTING NO UPWARD LBS IN-SS IN-SX MOVEMENT OF WALL OR BRG_ A4088- 0 C 333 3- 8 6. FASTEN TRUSS TO BRG C FOR 125 LBS OF UPLIFT, LEFT RIGHT WHILE PEP14ITTING NO UPWARD HEELOIN - 4SX MOVEMENT OF WALL OR G. MFaxMR CS1 P(LBS) M@lST M@2ND FABRICATOR NOTES: TOP CHORDS 1. LAST COAST LUMBER & SUPPLY A-E .25 557 C -1355 -1625 J.C. WEBER P.E.#17455 E-B .25 55 C -262 2 5285 ST. LUCIE BLVD. BOTTOMCHORDSFORTPIERCEFL. 34946 i . 34 555 T 833 -2 2. !!!CAUTION!!! READ "HIB-91 WEBS SUMMARY SHEET" BEFORE C- B .07 85 C 0 0 HANDLING r INSTALLING & E-C 582 C BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET DL+LL DE FL = .1811 IN A-C FOR: 1-JACK NAILS. LL DEFL = .011, < BRG-SPAN/240 2-TBRACE, 3-BEARING BLOCK, SPAN/DE ( DL+LL) = 617 4. DESIGNER: TJR Robbins Engineering, Inc.10dine Pius' 0 1996-2002Vemon 13.0.0W Engineering - Portrait 3/15=9:12:08AM Page 1 Type Span P1-H1 Left OH Right OH Engineering HIPP 400000 5 1- 0- 0 1- 0_ 0 1 R; 1541 U: 479 1541 U; 479 Online Plus -- Version 13.0.009 RUN DATE. 3-12-03 CSI SIZE LUMBER I 015FBTOP .53 2X 4 SP-#2 172 STM .80 2X 4 SP-#2 1720 WBS .37 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: FM 15.0% FT .0% LATERAL BRACING - TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS ONE BRACE - J-P E-K TRUSS SPACING - 24,0 IN STANDARD LOADING LUMBER STRESS INCREASE: 25.0 PLATE STRESS INCREASE: 25.0, LOADING LIVE DEAD (PSF) TOP CHO 20.0 7.0 BTM CHD 0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDI LBS IN-SX LBS IN-' A 1541 3- 8 D 1541 3- LEFT RIGHT HEEL OIN - 4SX OIN 4,c MEMBR CSI P(LBS) M@1ST M@2b TOP CHORDS A -I .53 3107 C 1119 I-S4 .37 2889 C 1872 - J 41 2825 C 5 -2 E 2013 C 2189 -7- B-C .21 1853 C 1109 -11E C_K .37 2015 C 821 -21( K-S3 .41 2825 C 2165 - S3-L .37 2888 C 9 -18E L-D .53 3107 C 1881 -11C BOTTOM CHORDS A-H 80 2871 T 831 -17 H-Sl 71 2376 T 1776 101 SI-F .61 2376 T -1017 -114 F-E .53 1851 T 1143 -12! 40-0-0 ALL PLATES ARE LOCK20 Robbinzq Engineering, Inc./Online Plus- MEMBR CSI P(LBS) M@IST M@2ND E-S2 .63 2376 T 1251 984 S2-G .70 2376 T -984 _ 1747 G-D .80 2871 T 1747 -840 WEBS I-H = 343 C H-J J-F = 701 C F-B B-E = 124 C 9 C 344 C DL+LL LL DEFL = 2111 < BR& SPAN/240 SPAN/DEFL (DL+LL) = 999 497 T 566 T 66 T 96 T S T 61M Lqtwo-*Q TRUSSES MhNUFACTURED BY - East Coast Lumber EMPIRICAL ANALOG IS USED. WIND LOADS - ANSI/ASCE 7-9K' TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYS FOR _XXTER-r, -LO CA TI WIND SPEED 110 MPH 0 MEAN ROOF HEIGHT - 15' EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAM LOAD = 5.0 PS BC DEAD LOAD = 5.0 PS 4. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 165 LB SS1E 5FASTEN TRUSS TO BRG A FOR 479 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ERG. 6. FASTEN TRUSS TO BRG D FOR 479 LBS OF UPLIrT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPP J. C. WEBER P.E,#17455 5285 ST. LUCIE BLVD, FORT PIERCE FL. 34946 2. !!! CAUTION!!! READ "HIB- SUMMARY SHEET" BEFORE HANDLING , INSTALLING BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEE FOR: I -JACK NAILS. 2- TBRACE. 3-BEARING LO 4B DESIGNER: TJR I Robbins Engineering, Inc./Online Plus- 0 1996-2002 Version 13,0.009 Engineering - Portrait 3112/03 5:03:12 PM Page I Ty e Sgan P1-H3. Left OH Right OH Engineering HIPP 400000 5 1- 0- 0 1- 0- 0 7-5-1 HO 4-1 HO 4-1 0 ;, - - 0 4x8 4xG 7% r R:1541 R;1541 U; 500 U; 500 Online Plus -- Version 13.0.00,1 RUN DATE. 3-12-03 CSI SIZE LUMBER 1.15FB TOP1720 BTM .73 2X 4 SP-#2 1720 MS .62 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES. FB 15.0% FT 0% STANDARD LOADING LUMBER STRESS INCIZEASE: 25. Oq PLATE STRESS INCREASE: 25.0 LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17,0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDI LBS IN-SX LBS IN-S A 1541 3- 8 D 1541 3- LEFT RIGHT HEEL OIN - 4SX OIN 4E MEMBR CSI P(LBS) M@IST M@21S TOP CHORDS 3149 C 1204 -13C I-S4 .34 2953 C 1302 6E S4-J 33 2896 C -688 -15S J-B .29 2200 C 1595 -11C B-C .30 2029 C 1379 -14C C-K 29 2201 C 1130 -15E K-S3 .33 2896 C 1587 6E S3-L .34 2952 C -688 -13C L-D 39 3148 C 1305 -12C BOTTOM CHORDS A-H .73 2906 T 864 -124 H-Sl .65 2481 T 1248 8C SI-F .60 2481 T -803 -9! F-E .52 2028 T 950 -9E E-S2 .61 2481 T 987 7E S2-G .65 2481 ALL PIATES ARE LOCK20 Scale: 0.162" = T Robbins Engineering, inc./Online Phis- MEMBR CSI P(LBS)'M@lST M@2ND G-D .72 2906 T - -1238 ' --867 WEBS 4xc, I-H = 297 C H-j 430 T J-F = 606 C F - la_,.541 T B-E = 116 T E-C' 541 T E-K = 605 C K-G 430 T G-L = 297 C DL+LL DEFL LL DEFL = .211, < BRG-SPAN/240 SPAN/DEFL (DL+LL) = 999 wyOgg141-'ZMymmuow14apItow4 NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 151 EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD - 50 PSF BC DEAD LOAD = 5.0 PSF 4. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 149 LBS. 5FASTEN TRUSS TO BRG A FOR 500 LBS OF UPLIFT, 41HILE PERMITTING NO UPWARD MOVEMENT OF 'WALL OR BRG. r6. FASTEN TRUSS TO BRG D FOR 500 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG FABRICATOR NOTES- 1EAST COAST LMMER & SUPPLY J-C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 CAUTION!!! READ 1,HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1- JACK NAILS. 2-TBRACE. 3-BEARING O BLCK. 4, DESIGNER: TJR Robbins Engineering, Inc./Online Plus- 0 19W2002 Version 13,0.009 Engineering - Portmit,3112103 5:03:15 PM Page 1 Job Mark Quan Type S&n PI -HI Left PH Right OH Engineering3514ARFR1HIF2HIPP40000051- 0- 0 1- 0- 0 CENT2X 3514- 3514 HO 4-1 HO 4-1 15-0-0 10-0-0 4x6 3x4 4x6 B C 5 F- 3x4 3x4 L3xg 2x4 S4 3x6 S3 2x46-7-1 1 MM 3x8 A 3x81 Fi si F E S2 G 3x4 3x64xB MW;308 4x83x6 3x4 V:308 R;1541 R:1541 U: 519 o 0, 11 1 ALL PLATES AFM LOCK20 Scale: 0. 162" 1' Robbins Engineering, Inc./Onllpe Pliisl Online Plus -- Version 13.0,009 MEMER CSI P(LBS) M@IST M@2ND REFER TO ROBBINS ENG. GENERAL RUN DATE: 3-12-03 BOTTOM CHORDS NOTES AND SYMBOLS SHEET FOR A-H 613 2931 T 942 531 ADDITIONAL SPECIFICATIONS. CSI SIZE LUMBER 1.15FB H-SI 60 2589 T 531 785 TOP .30 2X 4 SP-#2 1720 SI-P 73 2589 T 785 1687 NOTES- BTM .73 2X 4 SP-#2 1720 F-E 68 2316 T 1687 1687 1. TRUSSES MANUFACTURED BY - WBS .41 2X 4 SP-#3 980 E-S2 73 2589 T 1687 785 East Coast Lumber REPETITIVE MEMBER INCREASES: S2-G 60 2589 T 785 531 2. EMPIRICAL ANALOG IS USED. FB 15.0% FT .0% PC .0% G-D 68 2931 T 531 943 3. WIND LOADS - ANSI/ASCE 7-98 WEBS TRUSS IS DESIGNED AS A LATERAL BRACING: I-H = 246 C H-J = 339 T MAIN WIND -FORCE RES SYSTEM TOP CHORD - CONTINUOUS J-F = 513 C F-B = 665 T FOR EXTERIOR ZONE LOCATION BTM CHORD - CONTINUOUS F-K ® 210 T K-E = 210 T WIND SPEED - 110 MPH ONE BRACE - F-K K-E E-C = 665 T E-L = 513 C bdEAN ROOF HEIGHT - 151 TRUSS SPACING - 24.0 IN. L-G = 339 T G-M = 246 C EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 STANDARD LOADING DL+LL DEFL 5511"IN- F-2 ENCLOSED BUILDING. UMBER STRESS INCREASE: 25.0% LL DEFL = .2111 TC DEAD LOAD = 5.0 PSFr'PLATE STRESS INCREASE: 25,0% SPAN/DE (DL+LL)y o868 BC DEAD LOAD = 5.0 PSF LOADING LIVE DEAD (PSF) 4. ANCHOR TRUSS FOR A TOTAL TOP CHD 20.0 7.0 HORIZONTAL LOAD OF 132 S. BTM CHD .0 10,0 TOTAL MO 17.0 37O SUPPORT CRITERIA JT REACT WIDTH JT REACT WID LBS IN-SX LBS IN - A 1541 3- B D 1541 3-1 LEFT RIGHTAHEELOIN - 4SX OIN - 4 5. FASTEN TRUSS TO BRG A FOR 519 LBS OF UPZIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. FASTEN TRUSS TO BRG D FOR 519 LBS OF UPLIFT, WHILE PERMITTING NO UPVMRD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES. MEMBR CSI P(LBS) MOIST M@ 2ND 1. EAST COAST LUMBER & SUPPLY TOP CHORDS J.C. WEBER P.E.#17455 A -I 30 3179 C 1207 759 5285 ST. LUCIE BLVD. I-S4 29 3007 C 759 859 FORT PIERCE FL. 34946 S4-13 28 2957 C -859 1246 2. CAUTION! ! ! READ 11HIB-91 T-B 26 2395 C 1246 724 SUMMARY SHEET" BEFORE B_K 24 2208 C 1035 1270 HANDLING , INSTALLING & K-C 24 2208 C 1270 1035 BRACING TRUSSES. 26 2395 C 725 1246 3. SEE ATTACHED DETAIL SHEET L7S3 28 2957 C 1246 859 FOR: 1-JACK NAILS. 0-H 29 3007 C -859 759 2--TBRACE. 3-BEARING BLOCK. M- D 30 3179 C 759 1207 4. DESIGNER: TJR Robbins Engineering, Imlonline Pins- 0 1996-2002 Version 13,0.009 Engineering - Portreft 3112103 Job Mark Quan Type SpAnP1-H1 Left OH Right ClHii Engineering 1113514ARFRH1,11 2 HIPP 400000 5 1- 0- 0 1- 0- 0 CENTP. X 3514- 3514ARFR ffl 0 0H 5- 9-1 W: 308 2x4 3x43x6 4X8 3x63x4 2x4 W 308 R: 1541 R.1541 U: 536 U; 536 40- 0-0 ALL PLATES AM LOCZ20 Scale: 0. 162" = I' 4XB 2x4 4x9 B K C 91011MM Online Plus -- Version 13.0.009 RUN DATE-. 3-12-03 CS1 SIZE LUMBER 1.15ET41 TOP 47 2X 4 SP-#2 172 BTM . 68 2X 4 SP-#2 172 WBS . 52 2X 4 SP-#3 98 REPETITIVE MEMBER INCREASES FB 15.0% FT 0% PC .01*1 LATERAL BRACING: j-- 4TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS 4 RUSSSPACING - 24O IN STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7,0 BT14 CHU .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 1541 3- B D 1541 3- 8 LEFT RIGHT REEL OIN - 4SX OIN 4SX MEMBR CST P(LBS) MIST M@2ND TOP CHORDS A- i .44 3144 C 1559 -2010 41 2579 C 2010 -1067 B71 K .47 2722 C 220B -2573 KC . 47 2722 C 2573 -2208 C-L . 41 2579 C 1067 -2010 L-D . 44 3144 C 2010 -1559 BOTTOM CHORDS A -I . 65 2904 T 502 -354 I-F . 68 2904 T 354 -919 F-Si . 58 2375 T 919 -188 SI-H . 57 2375 T 18B -843 Robbins Engineering, Inc./Online Plus- MRIMR CSI P(LBS) M@IST M@2ND H-S2 . 57 2375 T 843 -188 S2-E . 58 2375 T IBS -919 E_Q . 68 2904 T 919 -354 G-D . 65 2904 T 354 -502 WEBS I- j = 115 T J-F = 584 C F-B = 387 T B-H = 433 T H-K = 3R3 C H-C = 433 T E-C = 387 T E-L' = 584 C G-L = 115 T DL+LL DEFL 49--------- - LLDEFL = .241, < ORG-!SPAN/240 SPAN/DEFL (DL+ LL) '':973 G-, SPAV NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYS FOR EXTERIOR ZONE LOCATIO WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 151 EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1. 00 ENCLOSED BUILDING. TC DEAD LOAD = 50 PS BC DEAD LOAD 4. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 115 LB 5. FASTEN TRUSS TO BRG A FOR 536 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. FASTEN TRUSS TO BRG D FOR 536 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J,C. WEBER P.E.#17455 5285 ST. LUCIE BLVD, FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ " RIB-91 I SUMMARY SHEET" BEFORE HANDLING , INSTALLING BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR; 1-JACK MAILS. 2-TBRACE. 3- BEARING BLOCK, 4. DESIGNER: TJR Robbins Engineering, InodOnline Plus' 0 1996-2002 Version 13.0.009 Engineering - Portraft 3/12103 5M:18 PM Page 1 Quan Typ e Sp . an Pl-HI Left OH Right OH 2 HIPP 400000 5 1- 0- 0 1- 0- 0 I- 3514ARFR HO 4-1 HO 4-1 TC! 8-0-0 4x6 3x4 3x6 3x4 4x6 a 1 93-" _ - I - J C R;1541 R:1541 U: 550 U. 550 Online Plus -- Version 13.0.009 RUN DATE: 3-12-03 CS1 SIZE LUMBER 1 15 TOP .38 2X 4 SP-#2 172 PTM .86 2X 4 SP-#2 172 WHS 44 2X 4 SP-#3 98 REPETITIVE MEMINCREASES: BERLATERAL BRACING. TOP CHORD - CONTINUOUS BTM OR - CONTINUOUS ONE BRACE - F-I J-E TRUSS SPACING - 24.0 IN. STANDARD LOADING LU1MR STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7O BTM CHD .0 100 TOTAL 20.0 17.0 37O SUPPORT CRITERIA IT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 1541 3- 8 D 1541 3- 8 VIE LEFT RIGHT HEEL OIN - 4SX OIN - 4SX 40- 0-0- ----- - -- +- 11 I - Robbins Engineering, lnc./Online Plus- MEMBR, CSI P (LBS) M@IST M12M 1870 SI_G 86 3105 T -1027 - 0 G- S2 .86 3104, T1, 1870 1027 S2- E .85 3104 V-1027 -1840 E- D 82 2905 T -18 4D - 1119 WEB H- F = 323 C 812 T F- I 83 ___119 T = 7CI119T J4 783 C C-E = 812 T E-K 323 C DL+LL DEFL = 58" IN S1-G LL DEFL = . 3011 < BRG-SPAN/240 SPAN/DEFL ( DL+LL) = 832 MEMBR CSI P(LBS) MIST M@2ND TOP CHORDS A-H 38 3147 C 947 1136 H-B 27 2846 C 1136 1289 B-I 34 2450 C 1233 1828 I-S3 37 3168 C 1828 577 S3-J 37 3168 C 577 1828 IT-C 34 2449 C 1828 1233 C_K 27 2846 C 1289 1136 K-D 38 3147 C 1136 946 BOTTOM CHORDS A-F 82 2906 T 1119 1840 F-S1 85 3105 T 1840 1027 Robbins Engineering, Inc./Online Plus' 0 1 N6-2002 Version 13,0.009 Engineering - Portrait 3112/03 5:03:20 PM Page 1 NOTES -. 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND - FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 15, EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD - 5,0 PSF BC DEAD LOAD 4. FASTEN TRUSS TO BRG A FOR 550 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRIG. 5. FASTEN TRUSS TO BRG D O. 550 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES; 1. EAST COAST LUMBER & SUPPLY J.0WEBER P.E,#17455 52B5 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! RrAD " RIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: I -JACK NAILS, 2-TBRACE. 3- BEARING BLOCK. 4. DESIGNER: TJR Job mark 3514ARFA HI C CENT9X 3514- 3514ARFR Left OH PUght OH 1- 0- X 1- 0 _ 0 4x6 3x4 3x6 3x4 4x6 B L I S3 j C I RzI541 RZ1541 U: 562 TJ; 562 40-0-0 ALL FX.&Ti; ARE 6 6 Scale: 0.162" ® 1' Online Plus -- Version 13.0.009 RERT DATE: 3-12-03 CS1 SIZE LUMBER 1.15 TOP .60 2X 4 SP-#2 172 BTM .97 2X 4 SP-#2 172 WBS .44, 2X 4 SP-#3 98 REPETITIVE MEMBER I14CREASES: FB LATERAL BRACING. TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS ONE BRACE - F-I J-E TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0 PLATE STRESS INCREASE: 25.0 LOADING LIVE DEAD (PSF) P CHD 20.0 7.0 ATM CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WID LBS IN-SX LBS IN - A 1541 3- 8 D 1541 3-1 LEFT RIGHT REEL OIN 4SX OIN - 4SX MEMR CSI P(LBS) M@16T M@ 2NID TOP CHORDS A-H 32 3180 C 894 286 H-B 28 2907 C 286 1085 B-L 43 2910 C 1941 1212 L-I 60 2910 C 1212 2778 I-S3 57 3852 C 2778 1025 S3-J 57 3852 C 1025 2778 J_C 60 2910 C 2778 1941 Robbins Engineering, lnc./Onlino Pus- MEMR CS1 P(LBS)rM@lST I - X@2ND REFER TO ROBBINS ENG. GENERAL F-SI 97 3758 T, 1793 1082 NOTES AND SYMBOLS SHEET FOR S1_G 97 3758 T -1082 -1803 ADDITIONAL SPECIFICATIONS. G-S2 97 3758 T 1803 1082 S2-Z 97 3758 T -1082 -1793 NOTES: E-D 81 2931 T 1793 -1255 1. TRUSSES MANUFACTURED BY - WEBS East Coast Lumber H-F 261 C B-F = 826 T 2, EMPIRICAL ANALOG IS USED, F-I 985 C I-G = 138 T 3. WIND LOADS - ANSI/ASCE 7-98 G-j 138 T J-E = 985 C TRUSS IS DESIGNED AS A E-C = 826 T E-K = 261 C IN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION DL+LL DE FL = .7011 IN G-S2 WIND SPEED - 110 MPH LL DE FL = .381, < BRG-SPAN/240 MEAN ROOF HEIGHT - 151 SPAN/DE (DL+LL) 683 EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5,0 PSF BC DEAD LOAD = 5,0 PSF FASTEN TRUSS TO ERG A FOR 562 LBS OF UPLIFT, WHILE PERMITTING No UPVUdRM MOVEMENT OF WALL OR BRG. 5. FASTEN TRUSS TO BRG D FOR 562 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD, FORT PIERCE FL. 34946 2. ! ! ! CAUTION! ! ! READ "RIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING BRACING TRUSSES, 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-,TBRACE. 3-BEARING BLOCK. C_K .28 2907 C 1084 -286 4. DESIGNER: TJR X-D .32 3180 C 286 -895 BOTTOM CHORDS F .81 2931 T 1254 -1793 Rob is Engineering, Inc,/Onfine Plus- 0 1996-2002 Version 13.0.009 Engineering Portrait 3112163 5:03:22 Pki N*0 "A' Quan Type Span -Pl--Hl Left OR Right OR 1*2P HIPP 400000 5 1- 0- 0 1- 0- 0 HO 4-1 NO 4-1 C, TC 114 1 26-0-0 1 7-0-0 4xS 3x4 3x4 3x6 2x4 3x4 4xS N 0 S3 P Q C 3-3-1 2X4 4X41 4'X'4 5x 6 4x 41Wz308 ,5x6 4x4 4x4 2x4 W:308 R:3255 R:3255 896 U: 896 all, 40-0-0 -- - ALL PLATES ARE LOCK20 Scale: 0.162" = 1 Robbins Engineering, Inc./Online Plus - Online Plus -- version 13.0.009 NE! -SR CHI P(LBS) M@IST M@2ND REFER TO ROBBINS G. GENERALRUNDATE: 3-12-03 Q-C 73 5074 C 944 2692 NOTES AND SYMBOLS SHEET FOR C_R 41 3804 C -1386 95 ADDITIONAL SPECIFICATIONS, R-D 35 3776 c 95 235 2-PLY TRUSS BOTTOM CHORDS NOTES- A-L 70 3488 T -501 2751 1. TRUSSES bWUFACTURED BY - L-F 70 3488 T -2751 1163 East Coast Lumber CS1 SIZE LUMBER FB F-K 57 3498 T 1163 1059 2. EMPIRICAL ANALOG IS USED. TOP .80 2X 4 SP-#2 1500 K-S1 82 5069 T -1059 1664 3. WIND LOADS - ANSI/ASCE 7-98 BTM .93 2X 6 SP-#2 1250 S1_J 82 5069 T -1664 497 TRUSS IS DESIGNED AS AWBS .57 2X 4 SP-#3 850 J-1 93 5863 T -497 1045 MAIN WIND -FORCE RES SYSTEM I-S2 84 5074 T -1045 1759 FOR EXTERIOR ZONE LOCATIONLATERALBRACING: S2-H 83 5074 T -1759 927 WIND SPEED - 110 MPH TOP CHORD - CONTINUOUS H-E 56 3497 T -927 1125 MEAN ROOF HEIGHT - 15, BTM CHORD - CONTINUOUS E-G 70 3489 T 1125 2745 EXPOSURE CATEGORY - 13TRUSSSPACING - 24.0 IN, G-D 70 3489 T -2-745- 499 OCCUPANCY FACTOR - 1.00 WEBS ENCLOSED BUILDING, UNIFORM LOADING L-M = 142 C M F 12 T TC DEAD LOAD - 5.0 PSF LUMBER STRESS INCREASE: 25,0% F-B = 473 T B-K i7ise"t BC DEAD LOAD - 510 PSFPLATESTRESSINCREASE: 25,0% K-N = 724 C N-J 911 T 4. PREVENT TRUSS ROTATION AT UNI. LDG LIVE DEAD PSF) J-0 = 312 C 0-1 ALL BEARING LOCATIONS. TOI- CHD 20.0 7.0 I-P - 316 C I-Q 883 T 5. FASTEN TRUSS TO BRG A BTM CHD .0 10.0 H-Q = 713 C H-C 1769 T FOR 896 LBS OF UPLIFT, TOTAL 20.0 17.0 37.0 E-C - 470 T E-R 1.5 T WHILE PERMITTING NO UPWARD G-R = 140 C MOVEMENT OF WALL OR BRG. GIRDER LOADING 6. FASTEN TRUSS TO BRG D LUNMER STRESS INCREASE; 25.0% DL+LL DEFL - 1.041, IN S3-P FOR 896 LBS OF UPLIFT, PLATE STRESS INCREASE: 25.0% LL DEFL - .5511 < BRG-SPAN/240 WHILE PERMITTING NO UPWARD GRD. LDG. LIVE DEAD PLF) SPAN/DEFL (DULL) 461 MOVEMENT OF WALL OR BRG. TOP CHD 40.0 14.0 7. GIRDER CONDITION: BTM CHD .0 20.0 STEP DOWN HIP GIRDER WITH TOTAL 40.0 34.0 74.0 KING -JACKS. EXCEPTIONS: OPEN FACE COMMON JACKS, B-C 90.0 31.6 GIRDER SETBACK 7.00 Et. F-E '0 45.0 S. 2 COMPLETE TRUSSES REQUIRED. CONCENTRATED LOADS (LBS) FASTEN TRUSSES TOGETHER W/ F 280 (LIVE) 10d NAILS AS EACH LAYER IS F 237 (DEAD) APPLIED,STAGGERED AS FOLLOWS E 280 (LIVE) MEMBER ROWS SPACING(IN) E 237 (DEAD) TOP CHD 1 12.0 SUPPORT CRITERIA BTM CHD 2 12.0 JT REACT WIDTH JT REACT WIDTH WEBS 1 4.0 LBS IN-SX LES IN-SX PLUS CLUSTERS OF NAILS IF A 3255 3- 8 D 3255 3- 8 SHOWN. 2,145 LEFT RIGHT FABRICATOR NOTES: HEEL DIN - 4SX DIN 4SX 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455DERFORCES - EACH PLY 92". 71 5285 ST. LUCIE BLVD. R CSI P(LBS) M@IST M@2ND FORT PIERCE FL. 34946 TOP CHORDS 2. I!ICAUTION!!! READ ,HiB-gi A-M .35 3775 C -235 92 SUMMARY SHEET" BEFOREM-B .41 3806 C 92 1372 HANDLING , INSTALLINGB-N .73 5069 C 2692 912 BRACING TRUSSES, N-0 .77 5863 C 912 1384 3. SEE ATTACHED DETAIL SHEETO-S3 58 5843 C 1384 704 FOR: I -JACK NAILS, S3_P .67 5843 C -704 1243 2-TB E. 3-BEARING BLOCK. P-Q .80 5843 C 1243 944 4. DESIGNER: TJR Robbins Engineering, InclOnfine Plus- 0 1996-2002 Version 13.0.009 Engineering - Povtralt 3112/03 5:03:24 PM Page 1 Quan Type Sj an PI -HI Left OH Right OH HIPP 400000RCMEMEX3514- 3514ja5 i_ LEM mmum 5x16 51 3x4 L IF 2x4 4x4 5x6 S3 4x6 4x4 4x4 2x4 4x4 #4x6 7x12 NAA 0 v X F Q C x j S z I H 4xS S1 4x6 4X4 4x4 S2 4xS 20G-RHS-6x10 20G-RHS-6x10 Im M EM M 3x4 5XI D 6 2x4l W: 30B R:3232 U * 1168 EXCEPT AS SHOWN ALL PLATES ARE LOCK20, # = PLATE SELECTED IN PLATE MONITOR Scale: 0. 162" = I' Online Plus -- version 13.0.009 RUN DATE: 3-12-03 CSI SIZE LUMBER FB TOP .87 2X 6 SP-#2 1250 BTM 92 2X 6 SP-SS 2550 1 WEIS .78 2X 4 SP-#3 850 EXCEPTIONS: A-M 2X 4 SP-#2 1500 M-B C-R R-D SAME AS A-M SANE AS A-M 1i . w1w 41 ! 1=41I IN ==111i" STANDARD LOADING LUMBER STRESS INCREASE: 25.0 PLATE STRESS INCREASE: 25.0 LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 EXCEPTIONS- Y- Z 351 39.9 CONCENTRATED LOADS (LBS) W 300 (LIVE) W 255 (DEAD) E 327 (LIVE) 278 ( DEAD) PORT CRITERIA TYPE HORZ VERT WIDI Las LBS IN -El A PIN 0 2353 3- 1) HORZ RLR 0 3232 3-1 LEFT RIGHT HEEL OIN - 4SX OIN MEMER CSI P(LBS) WIST M@ 2b TOP CHORDS A- M .48 5304 C -89 3E 5394 B- N .54 7938 C 1203 -2E N- AA .67 10072 C 281 9C AA- 0 71 10072 C -902 8111 O- V .59 10666 C -878 18E V- S3 .63 11033 C -1883 211 Robbins Engineering, Inc./Online Plus' MFXBR CSI P(LBS) MIST X@2ND S3- X 63 11033 C -2113 1998 X- P 63 11033 C -199B 1:1ts b 6 610 Q- C 69 10251 1217 C_ R 74 7755 C_iI217, 732 R- D 82 7451,C,,-73Z 178 BOTTOM RORDS A- L 49 4894 T,k-132 5 3552 L- F 49 4894 T 5 52 950 F- K 39 5036 T 950 921 K- SI 63 7939 T -921 1915 S1_ j 64 7939 T -1915 1786 J_ S 77 10072 T -1788 1514 S- W 88 10666 T -1514 3297 W- Y 92 11252 T -3298 1750 Y- 1 85 11252 T -1750 579 I- S2 90 10251 T 579 3587 S2- H 86 10251 T -3587 2256 H_ z 65 7237 T 2256 765 Z_ E 61 7237 T -765 2508 E- G 70 6873 T 2508 5436 G- D 70 6873 T -5436 1492 WEBS L- M - 127 C M-F = 163 T F- B = 161 T B-K = 32B4 T K- N = 1447 C N-J = 2429 T 1080 T S- V = 755 C- 795 T I- P = 97 T I Q 1121 4 jT802CHE- C = 941 T G- R = 271 C DL+ LL DEFL 1.4111 IN W-Y LL DErL 7811 < BRG-SPAN/240 DL+ LL HORZ 2911 AT D SPAN/ DEFL DL+LL) = 341 NOTES ; 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2., EMPIRICAL ANALOG IS USED. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEEDMPH MEAN ROOF HEIGHT - 15' EXPOSURE CATEGORY - B OCCUPANCY FACTOR ENCLOSED BUILDING. TC DEAD LOAD = 5,0 PSF BC DEAD LOAD 4BUILDING DESIGNER IS RESPONSIBLE FOR ADEQUATE DESIGN OF TRUSS TO ERG PLATE CONNECTION WHICH ALLOWS .29 INCHES OF HORZ. MOVEMENT AT JOINT D 5PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. 6. FASTEN TRUSS TO BRG A POP, 858 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 7. FASTEN TRUSS TO BRG D FOR1168 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 17ABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ " HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: I -JACK NAILS. 2-TBRACE. 3- BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc./ Online Plus' 0 1996-2002 Version 13,0,009 Engineering - Portrait 3112/03 5:D3:26 PM Page 1 Job Mark Quan Type Span Pl-HI Left OH Right OH Engineerinq 3514ARFR GE3 0 1- 0- 0 CENTtX 3514- 3514ARFR k9olum 10-4- 5x4 B Online Plus -_ Version 13,0,009 DL+LL DEFL O 11 IN -B REFER TO ROBBINS ENG. GraWatAL RUN DATE: 3-12-03 LL DEFL < BRG-SPAN/240 NOTES AND SYMBOLS SHEET FOR SPAN/DEFL (DL+LL) = 999 ADDITIONAL SPECIFICATIONS. CS1 SIZE LUMBER 1.15FB TOP .04 2X 4 SP-#2 1720 BTM .03 2X 4 SP-#2 1720 WBS .03 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: 15. 0% FT ot PC . OP6 LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN, STANDARD LOADING LUMBER STRESS INCREASE: 25,0% PLATE STRESS INCREASE: 25,0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7,0 BTM CUD '0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA CONTINUOUS BETWEEN JNTS A LEFT RIGHT ywF REEL DIN - 4SX DIN 437E 4liiOR CSI P(LBS) M@IST M@2ND TOP CHORDS A-D .04 85 C 85 228 D-F 04 63 T -79 82 F-H .03 87 T -82 B7 H_j .04 111 T -87 60 J_B .04 133 T -60 89 B-M '04 127 T -72 169 M-0 .04 84 T -169 179 Q_Q .03 47 T -86 78 Q-S .04 23 T _78 96 S-C .04 44 C -210 -35 BOTTOM CHORDS A-E .03 81 T 11 3 E-G .01 81 T -3 0 G-1 .01 81 T 0 0 I-K .01 81 T 0 0 E-L .01 81 T 0 0 L-N .01 81 T 0 -1 N-P '01 81 T 1 3 P_R .01 81 T -3 -14 R-T .02 81 T 14 52 T-C .03 81 T -52 -149 WEBS E-D - 116 C G-F = 107 C I-H = 108 C K-J = 114 C L-B - 89 C N-M 114 C P-0 = 100 C R-Q = 107 C T-S = 116 C Ro" a Engineering, Inc./Online Plus- 0 19W2002 Version 13.0,009 Engineering -Portrait 3112/03 6;032PM Page 1 NOTES: 1. TRUSSES mmurACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3WIND LOADS - ANSI/ASCV 7-98 TRUSS IS DESIGNED AS A MAIN WIND - FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 15, EXPOSURE CATEGORY - B OCCUPANCY FACTOR ENCLOSED BUILDING, TC DEAD LOAD BC DEAD LOAD - 5.0 PSF 4. FASTEN TRUSS TO ERG A FOR 99 LBS OF UPLIFT, WHILE PMU41TTIWG No UPWARD MOVEMENT OF WALL OR BRG. 5"-FASTEN TRUSS TO BRG C FOR 78 LES OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG 6FASTEN TRUSS TO ERG E FOR 117 LES OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 7, FASTEN TRUSS TO ERG G FOR 80 LES OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR EIRG. 8. FASTEN TRUSS TO BRG I FOR 90 LES OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG 9. FASTEN TRUSS TO ERG K FOR 91 LES OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 10FASTEN TRUSS To ERG N FOR 90 LES OF UPLIFT, WHILE PERMITTING NO UPWARD 1, dIOVEMENT OF WALL OR ERG. 11, FASTEN TRUSS TO BRG P FOR 90 LES OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ERG. 12, FASTEN TRUSS TO ERG R FOR 82 LES OF UPLIFT, WILE PERMITTING NO UPWARD MOVXMENT OF WALL OR ERG, liFASTEN TRUSS TO ERG T FOR 108 LES Or UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR ERG. I b Mark Quan Type sjaarx P1=1ET1 Left CH Rig, of 1 Engineering 14ARFR 3 TR 200V 5 1_-'0_ 0 0 9TtX 3514- 3514ARM HOC,4-1 HO 4-1 00 TC 10-4-0 10-4-0 5x4 B 4-7-12 EI 3X4 3x6 3x4 W: 368 W :'3 10 a R: 826 Rz 764 U: 273 U: 209 ALL PLATES AM LOCK20 Scale: 0,300" = 1' Robbins Engineering, Inc./Online Plus - Online Plus -- Version 13.0.009 DL+LL DEFL = .2711 IN Sl-D REFER TO ROBBINS ENG. GENERAL RUN DATE: 3-12-03 LL DEFL = .0511 < ERG-SPAN/240 NOTES AND SYMBOLS SHEET FOR SPAN/DE (DL+LL) 925 ADDITIONAL SPECIFICATIONS. CS1 SIZE LUMBER 1.15 TOP .21 2X 4 SP-#2 1720 NOTES: BTM .48 2X 4 SP-#2 1720 1. TRUSSES MANUFACTURED BY - WBS .22 2X 4 SP-#3 980 East Coast Lumber j REPETITIVE MEMBER INCREASES: 2. EMPIRICAL ANALOG IS USED. FB 15.0% FT .0% FC 0% 3. WIND LOADS - ANSI/ASCE 7-98 IS DESIGNED AS A LATERAL BRACING - TRUSS MAIN WIND -FORCE RES SYSTEM TOP CHORD - CONTINUOUS FOR EXTERIOR ZONE LOCATION BTM CHORD - CONTINUOUS WIND SPEED - 110 MPH TRUSS SPACING - 24.0 IN. MEAN ROOF HEIGHT - 151 o 'k, EXPOSURE CATEGORY B LOADING p OCCUPANCY FACTOR 1.00 LUMBER STRESS INCREASE: 25.0% ENCLOSED BUILDING. PLATE STRESS INCREASE: 25.0% TC DEAD LOAD = 5.0 PSF LOADING LIVE DEAD (PSF) BC DEAD LOAD = 5.0 PSF TOP CHD 20.0 7.0 4. ANCHOR TRUSS FOR A TOTAL BTM CHD .0 10.0 HORIZONTAL LOAD OF 104 LBS. TOTAL MO 17.0 37.0 5. FASTEN TRUSS TO 13RG A SUPPORT CRITERIA FOR 273 LBS OF UPLIFT, JT REACT WIDTH JT REACT WIDTH WHILE PERMITTING No UPWARD LES IN-SX LBS IN-SX MOVEMENT OF WALL OR BRG. A 826 3- 8 C 764 3- 8 6. FASTEN TRUSS TO BRG C FOR 209 LBS OF UPLIFT, LEFT RIGHT WHILE PERMITTING NO UPWARD HEEL OIN - 4SX OIN 4SX MOVEMENT OF WALL OR BRIG. MEMBR CST P(LBS) MIST M@2ND FABRICATOR NOTES: TOP CHORDS 1. EAST COAST LUMBER & SUPPLY A-r .20 1485 C 998 1083 J.C. WEBER P.E.#17455 F-B .21 1486 C 1083 975 5285 ST. LUCIE BLVD. B-G .21 1486 C 975 1083 FORT PIERCE FL. 34946 G-C .20 1485 C 1083 998 2. 0CAUTION!!! HEAD 11HIB-91 ORD BOTTOMCHSSUKxIARY SHEET"' BEFORE A- E .48 1371 T -292 1463 HANDLING , INSTALLING E- S1 .38 859 T 1463 261 BRACING TRUSSES. SI-D .38 859 T 261 1463 3. SEE ATTACHED DETAIL SHEET 48 1371 T 1463 292 JANAI FOR: 1-CK LS. WEBS 4", 2-TBRACE. 3-BEARING BLOCK. E-r = 265 C E-B = 676 T 4. DESIGNER: TJR B-D = 676 T D-G = 265 C Robbins Engineering. Inc./Online Plus- 0 19W2002 Version 13.0.009 Engineering -Portrait 311=3 5:03:28 PM Page 1 Job Mark I Quern Type Span PI-Hl Left OH Right OH Engineenng 3514AI?FR T3A 0 1- 0- 0 CENTU 3514- 3514ARFR 7- HO 4-1 H I 3x4 3x6 3x4 7 W: 308 W:308 R: 826 R: 826 U: 273 U: 271 20-8-0 ALL PLATES ARE LOCO Scale: 0.292" = 1' Online Plus -- Version 13.0.009 RUN DATE: 3-12-03 CS11 SIZE LUMBER 115Q TOP 21 2X 4 SP-#2 172 BTM 48 2X 4 SP-#2 172 WBS .22 2X 4 SP-#3 98 i tPETITIVE MEMBER INCREASES: FB 150% FT 10% FC .0%] LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.01% PLATE STRESS INCREASE: 25.01% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD 0 10.0 TOTAL 20O 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX A 826 3- 8 C 826 3- 8 Robbins Engineering, Inc./Online Plus, MEMBR CSI P(LBS) MIST M@2ND WEBS E-F = 265 C E-B = 676 T B-D = 676 T D-G = 265 C DLL LL DEFL 27 " IN SI-D LL DEFL 05 < :BRG-SPAN/2,40 SPAN/DE (DL+LL) = 925 LEFT RIGHT EL OIN - 4SX OIN 4SX by ixEMEIR CS1 P(LBS) MIST M@2ND Z, 5 TOP CHORDS A-r .20 1485 C 998 -1083 F-B .21 1486 C 1083 -975 B-G .21 1486 C 975 -1083 G-C .20 1485 C 1083 -998 BOTTOM CHORDS A-E .48 1371 T -292 -1463 E-SI .38 859 T 1463 -261 SI-D .38 859 T 261 -1463 D-C .48 1371 T 1463 292 Robbins Engineering, Inc,/Online Plus- 0 1996-2002 Version 13.0.009 Engineering - Portrait 3112103 5:0329 PM Page 1 KIN0) 0111, 411*01 ZNLAM &0U *M* abMIR'N NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7- TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYST FOR EXTERIOR ZONE LOCATIi WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 151 EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 50 P BC DEAD LOAD 4. FASTEN TRUSS TO BRIG A FOR 273 LBS OF UPLIFT, WHILE PERMITTING NO U MOVEMENT OF WALL OR BRIG. 5. FASTER TRUSS TO BRG C FOR 271 LBS OF UPLIFT, WHILE PERMITTING No MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST, LUCIE BLVD. FORT PIERCE FL. 34946 RIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: I -JACK NAILS. 2-TBR,CE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc.,Dbline Plus' Online Plus -- Version 13.0.009 DL+LL DE FL = .0511 IN F-C REFER TO ROBBINS ENG. GENERAL RUN DATE: 3-12-03 LL DE FL = .0311 < BRG-SPAN/240 NOTES AND SYMBOLS SHEET FOR LL DE FL (CANT) = .011' < C/120 ADDITIONAL SPECIFICATIONS, CS1 SIZE LUMBER FB SPAN/DE (DL+LL) m 999 TOP .33 2X 4 SP-#2 1500 NOTES: BTM .75 2X 6 SP-#2 1250 1. TRUSSES MANUFACTURED BY - WBS .15 2X 4 SP-#3 850 East Coast Lumber 2. EMPIRICAL ANALOG IS USED. LATERAL BRACING- 3: WIND LOADS - ANSI/ASCE 7-98 TOP CHORD - CONTINUOUS TRUSS IS DESIGNED AS A BTM CHORD - CONTINUOUS MIN WIND -FORCE RES SYSTEM TRUSS SPACING - 24.0 IN. FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH STANDARD LOADING MEAN ROOF HEIGHT - 151 LUMBER STRESS INCREASE: 25.0% EXPOSURE CATEGORY - B PLATE STRESS INCREASE: 25.0% OCCUPANCY FACTOR _ 1.00 LOADING LIVE DEAD (PSF) ENCLOSED BUILDING. TOP CED 20.0 7.0 TC DEAD LOAD = 5.0 PSF BTM CHD .0 10.0 aC DEAD LOAD = 5.0 PSF TOTAL 20,0 17,0 37.0 4. PREVENT TRUSS ROTATION AT EXCEPTIONS: ALL BEARING LOCATIONS. A-C 93.3 89.3 5. ANCHOR TRUSS FOR A TOTAL SUPPORT CRITERIA HORIZONTAL LOAD OF 212 S. XT REACT WIDTH JT REACT WIDTH 6. FASTEN TRUSS TO BRG F LBS IN-SX LBS IN-SX FOR 920 LBS OF UPLIFT, F 2249 3- 8 C 684 3- 8 WHILE PERMITTING NO UPWARD MCVEaaNT OF WALL OR BRG, LEFT RIGHT 7. FASTEN TRUSS TO BRG C HEEL 01N - 4SX FOR 229 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MEMBR CSI P(LBS) MIST M@2ND MOVEMENT or WALL OR ERG. TOP CHORDS A-E .33 511 T -47 1359 FABRICATOR NOTES: E-G .24 88 C -567 96 1. EAST COAST LUMBER & SUPPLY G-B .16 80 c 96 3 J.C. WEBER P.E.#17455 BOTTOM CHORDS 5285 ST. LUCIE BLVD. A-F .75 450 C -178 8787 FORT PIERCE FL, 34946 F-C 74 450 C 8787 46 2. CAUTION!!! READ "HIB-91 WEBS SUMMARY SHEET" BEFORE C-B .12 101 C 0 0 HANDLING , INSTALLING & F-E 546 C E-C 461 T BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robtiins Engineering, roc./Online Plus' 0 19%-2002 Version 13.0,009 Engineering - Portrait 3)12/03 5:03:31 PM Page 1 m Quan Ty e SO4;, P1-H1 Left OH Right OHjb 5 0 0351ZRFRIVL. SB 80000 NTE!X 3514- 3514ARFR 4-0-0 4-0-0 51 5x4 7— ALL PLATES ARE LOCK20 Robbins Engineering, Inc./Online Plus- Online Plus -- Version 13.0,009 RUN DATE; 3-12-03 CSI SIZE LUMBER 1.15 TOP .10 2X 4 SP-#2 172 BTM 09 2X 4 SP-#2 172 WBS 03 2X 4 SP-#3 98 REPETITIVE MEMBER INCREASES: LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN S,TANDARD LOADING R STRESS INCREASE: 25.0 TE STRESS INCREASE: 25.0 LOADING LIVE DEAD (PSF) TOP CHD 20O 7.0 BTU CHD 0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA CONTINUOUS BETWEEN JNTS LEFT RIGHT GIRD OIN - OSX OIN - 0SX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A-B .10 36 T -174 342 B-C .10 26 C 569 -558 BOTTOM CHORDS A-D .09 25 T -558 -279 D-C .09 25 T 279 558 WEBS D-B 205 C DL+LL DEFL = .02" IN A-B LL DE FL < BRG-SPAN/240 SPAN/DZFL (DL+LL) = 999 Robbins Engineering, Inc./Online Pius' a 1996-2002 version 13.0.009 Engineering - Portrait 3112J03 5:0322 PW age WE= i,i0910114183MOTM NOTES: 1 . TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE '7-9B TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEIjt FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 151 EXPOSURE CATEGORY OCCUPANCY FACTOR ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. FASTEN TRUSS TO BRG A FOR 64 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 5, FASTEN TRUSS TO BRG C FOR 68 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. FASTEN TRUSS TO ERG D FOR 117 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL, 34946 2. !JACAUTION! READ IIHIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING BRACING TRUSSES. 3SEE ATTACHED DETAIL SHEET FOR: 1-JACK SAILS. 2- TBRACE. 3-BEARING BLOCK. 4DESIGNER: TJR job Mark Qu n Tyke Spew .1-1-HI Left OH ght O I Engineering 3 1 1,iFVFR V4 1 VL. SB 40000 5 0 ; LCENTEX3514- 3514ARFR I i 5 I 5x4 10-0 w 3x4 3x4 B ALL PLATES ARE LOCK20 Scale: 0.943" - 1' Robbins Engineering, Inc./Online: Plus - Online Plus -- Version 13.0,009 REFER TO ROBBINS ENO. GENERAL RUN DATE: 3-12-03 NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. CSI SIZE LUMBER 1.15FB TOP .03 2X 4 SP-#2 1720 NOTES: B .04 2% 4 SP--#2 1720 1. TRUSSES MANUFACTURED BY - REPETITIVE MEMBER INCREASES: East Coast Lumber rFB 15.0% FT .0% FC .09 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - SI/ CE 7-99 LATERAL BRACING: TRUSS IS DESIGNED AS A TOP CHORD - CONTINUOUS MAIN -FORCE RES SYSTEM BTM CHORD - CONTINUOUS FOR EXTERIOR ZONE LOCATION TRUSS SPACING - 24.0 IN. WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 15' STANDARD LOADING EXPOSURE GORY - B LUMBER STRESS INCREASE: 25.0% OCCUPANCY FACTOR - 1.00 PLATE STRESS INCREASE: 25..0% ENCLOSED BUILDING. LOADING LIVE D (PSF) TC DEAD LOAD = 5.0 PSF TOP CHD 20.0 7.0 BIC DEAD LOAD = 5.0 PSF BTM C .0 10.0 4. FASTEN TRUSS TO BRG A TOTAL 20.0 17.0 37.0 FOR 60 LBS OF UPLIFT, SUPPORT CRITERIA WHILE PERMITTING NO UPWARD CONTINUOUS BETWEEN JNTS A & C MOVEMENT OF WALL OR BRG. 5. FASTEN TRUSS TO BRG C FT RIGHT FOR 60 LBS OF UPLIFT, GIRD OIN - OSX OIN - OSX WHILE PERMITTING NO UPWARD OF WALL OR BRG. MEMBR CSI P(LBS) WIST M@2ND M)OVEMENT TOP CHORDS FABRICATOR NOTES: F-B .03 152 C 81 -204 1, EAST COAST LUMBER & SUPPLY B-C .03 152 C 200 -91 J.C. WEBER P.E.#17455 BOTTOM CHORDS 5255 ST. LUCIE BLVD. A-C .04 142 T -61 E1 FORT PIERCE FL. 34946 WEBS 2. CAUTION!!! READ "HIB®91 SUMMARY SHEET" BEFORE DL+LL DEFL = .00" IN B-C HANDLING , INSTALLING & LL DEFL < BRG-SP /240 BRACING TRUSSES. SPAN/DEFL (DL+LL) = 999 3. SEE ATTACHED DETAIL SHEET FOR: I - JACK NAILS. Bobbins Engineering, Inc./Online PIusTM` +1g96-2Q02 Version 93.0. Engineering- Portrait 9J12/03 5:09:32 PM Page S 2-TB CE. 3- ING BLOCK. 4. DESIGNER: T reb Mark Quan Ty];e ' Span PI-H1 Left OH Right OH 3514ARFR MV4 I VLM.SB 40000 5 0 0 E_ ENTZX 3514- 3514ARFR Online Plus -- Version 13.0.00t jkUN DATE- 3-12-03 CS1 SIZE LUMBER 1.15FE TOP .14 2X 4 SP-#2 1720 BTM 09 2X 4 SP-#2 1720 WBS 02 2X 4 SP-#3 980 REPETITIVE MFMER INCREASES; FB 150% FT 0% FC .0% my ZAIRMIS M WAM" STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CHD .0 10.0 TOTAL MO 17.0 37.0 SUPPORT CRITERIA CONTINUOUS BETWEEN JNTS A & C LEFT RIGHT RD OIN - 0SX MEMBR CSI P(LBS) M@IST M@2ND TOP CHORDS A-D .14 41 C -448 -642 D-B .14 34 C 642 5 BOTTOM CHORDS A-C .09 0 T -617 0 WEBS C-B 99 C 4-0-0 51 2x3 Robbins Engineering, Inc./Online Plus' , REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-95 TRUSS IS DESIGNED AS A MAIN 'WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 151 EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.O PSF 4. FASTEN TRUSS TO BRG A FOR 58 LBS OF UPLIFT, WHILE PERMITTING NO UPVUkRD MOVEMENT OF WALL OR BRG. FAS72N TRUSS TO BRG C FOR 86 LBS OF UPLIFT, WHILE PERMITTING NO UPVTARD MOVEMENT OF WALL OR G. FABRICATOR NOTES; I. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL, 34946 2. !!!CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: I -JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, ImlOrdine PlusTM 0 1996-2002 Version 13-0,009 Engineering - Portrait 3112103 5:03:33 PM Piage 1 Job 3514ARFR CENTEX 3514- Mark Quan Tyl6q , S 2-HI Left OH Right OH Engineering MV2 1 SB 20000 5 0 0 9T HO 10-0 0 - _Qj 2x3 C 2x3 rB-N 10-0 3x4 Robbins Engineering, Inc./Online Plus" Online Plus -- Verslon 13,0009 DL+LL DEFL = 00" AT D REFER TO ROBBINS ENGGENERAL RUN DATE: 3-12-03 LL DEFL < BRG-SPAN/240 NOTES AND SYMBOLS SHEET FOR SPAN/DEFL ( DL+LL) = 999 ADDITIONAL SPECIFICATIONS. CSI SIZE LUMBER 115FR TOP 03 2X 4 SP-#2 1720 BTM 02 2X 4 SP-#2 1720 WBS 01 2X 4 SP-#3 980 REPETITIVE MEMBER INCREASES: LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0 PLATE STRESS INCREASE: 25.0 LOADING LIVE DEAD (PSF) TOP CHO 20.0 7.0 1,BTM CHD .0 10.0 TOTAL 20. 0 17.0 37O SUPPORT CRITERIA CONTINUOUS BETWEEN JNTS LEFT RIGHT GIRD OIN - 0SX MEMBIR CSI P(LBS) M@IST M@2ND TOP CHORDS A-D . 03 20 C -91 -128 D-B . 03 17 C 128 5 BOTTOM CHORDS A-C . 02 0 T -141 0 WEBS C- B 52 C NOTES: 1. TRUSSES MANUFACTURED BY - East. Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND - FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 151 EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF APE BC DEAD LOAD = 5.0 PSF FABRICATOR NOTES; IEAST COAST LUMBER & SUPP J.C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CAUTION!!! READ " HIB- SUMMARY SHEET" BEFORE HANDLING , INSTALLING BRACING TRUSSES. 3, SEE ATTACHED DETAIL $HER FOR: I -JACK NAILS. 2-TBRACE. 3- BEARING BLOC 4. DESIGNER: TJR I Re 4 ms Engineering, Inc,/Online Plus- 0 1996-2002 Version 13.0.009 Engineering - Portrait 3112103 5:03:34'om page 1 Quan Type Pi-Hl Left OH Right OH 18 ENDJO 70000 5 1- 0- 0 0NOX3514M--3514WIM7- mmmnw HO 4-1 HO 3-3-1 T I I W: 308 W; 08 R : 325 R 86 Uz 124 0- 0 7-0-0 ALL PLATES ARE LOCK20 Online Plus -- Version 13.0.009 RUN DATE: 3-12-03 CSI SIZE LUMBER 1,15FB TOPSP-# 2 1720 BTM . 34 2X 4 SP-#2 1720 REPETITIVE MEMBER INCREASES: FB 15.0% FT .0% FC .0% LATERAL BRACING: ITOP CHORD - CONTINUOUS RE TM CHORD - CONTINUOUS JSS SPACING STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.0 7.0 BTM CED .0 10.0 TOTAL 20.0 1*7. 0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-STA A 325 3- 8 B 167 0- 8 C 86 0- 8 LEFT RIGHT HEEL OIN - 4SX MENBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A- D .46 68 C -1196 -2055 D- B .47 56 C 2055 0 BOTTOM CHORDS A- C .34 0 T -1706 0 WEBS DL+ LL DEFL = ,261' AT D LL DE FL = .031, < BRG-SPAN/240 SPAN/ DE (DL+LL) = 323 Robbins Engineering, Inc./Online Plus - REFER TO ROBBINS EKG, GENERAL NOTES AND SYMOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES. 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH ME - AN ROOF HEIGHT - 151 EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1,00 ENCLOSED BUILDING, TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4, ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 151 S. 5. FASTEN TRUSS TO BRG A FOR 124 LBS OF UPLIFT, WHILE PERMITTING No UPWARD MOVEMENT OF WALL OR ERG. 6. FASTEN TRUSS TO BRG B FOR 126 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. FAST COAST LUMBER & SUPPLY U. C. WEBER P.E.#17455 5285 ST. LUCIE BLVD, FORT PIERCE FL. 34946 2. !!! CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES, 3. SEE ATTACHED DETAIL SHEET FOR: 1-.TACT{ NAILS, 2- TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, Inc,/Online Plus- 0 1996-2002 Version 13.0,006 Engineering - Portrait 3112M 5:03:36 PM Page 1 Online Plus -- Version 13.0.00$ RUN DATE: 3-12-03 CSI SIZE LUMBER 1.15 TOP .40 2X 4 SP-#2 172 BTM 29 2X 4 SP-#2 172 WBS 07 2X 4 SP-#3 98 REPETITIVE MEMBER INCREASES: FB 15,0% FT .0%05b] LATERAL BRACING - TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE. 25.0% PLATE STRESS INCREASE; 25.0% LOADING LIVE DEAD (PSF) TOP CHD 20.O 7.0 BTM CHD .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX E 494 3- 8 B 75 0- 8 C 10 0- 8 LEFT RIGHT HEEL OIN - 4SX 1-1EMBR CSI P(LBS) M@lST M@2ND TOP CHORDS A-F ,40 151 C 119 2082 F-G .39 55 C 2590 -814 G-B ,12 31 C -637 0 BOTTOM CHORDS A-E .29 156 T -162 976 E-C .29 0 T 1909 0 WEBS E-F 326 C Robbins Engineering, Inc./Online Plus- DL+LL DEFL - .1211 AT ,,A,, LL DEFL < BRG—SPAN/2401 LL DEFL (CANT) = .10—k C/120 SPAN/DEFL (DL+LL) 462 162 wol'"64140; NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 151 EXPOSURE CATEGORY - B OCCUPANCY FACTOR ENCLOSED BUILDING. TC DEAD LOAD = 5,0 PSF BC DEAD LOAD = 5.0 PSF 4. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 155 LBS 5. FASTEN TRUSS TO BRG E FOR 337 LBS OF UPLIFT, WHILE PER14ITTING NO UPWARD MOVEMENT Or WALL OR BRG. qi6. FASTEN TRUSS TO BRG B FOP. 62 LBS Or UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. RICATOR NOTES. 1EAST COAST LUMBER & SUPPLY J. C. WEBER P.E.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL, 34946 2!!! CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: I -JACK NAILS. 2- TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR Robbins Engineering, InQ/Online Plus- 0 1996-2002 Version 13AG09 Engineering - Portrait 3112/03 &M36 PM Page 1 Online PIUS -- Version 13.0.009 Robbins Engineering, lnc./()-;Iine Plus - RUN DATE: 3-12-03 CS1 SIZE LUMBER 1,15FB TOP .23 2X 4 SP-#2 1720 BTM .17 2X 4 SP-#2 1720 REPETITIVE MEMBER INCREASES: FB 15,0% FT .0% FC .0% LATERAL BRACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS TRUSS SPACING - 24.0 IN. STANDARD LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHI) 20.0 7.0 BTM CHI) .0 10.0 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA r. JT REACT WIDTH JT REACT WIDTH LES IN-SS IN -SAC A 252 3- 8 B 117 0- 8 C 61 0- 8 LEFT RIGHT HEEL OIN - 4SX MEMBR CSI P(LBS) MIST M@2ND TOP CHORDS A- D ,23 48 C -457 -1012 D- B .23 40 C 1012 0 BOTTOM CHORDS A- C .17 0 T -928 0 WEBS DL+ LL DE FL . 0 611 AT D LL DEFL - .01" < BRG-SPAN/240 SPAN/ DEFL (DL+LL) = 931 NOTES: 1. TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED 3WIND LOAD$ - ANSI/ASCE 7-9B TRUSS IS DESIGNED AS A MAIN WIND - FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH ME" ROOF HEIGHT - 151 EXPOSURE CATEGORY - B OCCUPANCY FACTOR ENCLOSED BUILDING. TC DEAD LOAD = 5O PSF BC DEAD LOAD 4. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 112 LBS. 5. FA- STEN TRUSSTO BRG A FOR 106 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. 6. FASTEN TRUSS TO BRG B FOR 89 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRIG. FABRICATOR NOTES: 1EAST COAST LUMBER & SUPPLY J.C. WEBER PE.#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. f!1CAUTION!!! READ "HIS-91 SU14MARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: I -JACK NAILS, 2-TBRACE. 3- BEARING BLOCK. 4DESIGNER: TJR Ooq( ps Engineering, Inc. 10nifine Plus- 0 1996-2002 Version 13.0.009 Engineering - Portrait 3112103 5:05:37 PM Page V, Online Plus -- Version 13.0.009 RUN DATE: 3-12-03 CS1 SIZE LUMBER I " TOP .08 2X 4 SP-#2 i72 BTM: 06 2X 4 SP-#2 172 REPETITIVE MEMBER INCREASES: LATERAL SPACING: TOP CHORD - CONTINUOUS BTM CHORD - CONTINUOUS VRUSS SPACING - 24O IN. STANDARD LOADINGLUMB1ERSTRESSINCREASE: 25O PLATE STRESS INCREASE: 25.0 LOADING LIVE DEAD (PSF) TOP CHD 20O 7.0 BTM CHD 0_ 100 TOTAL 20.0 17.0 37.0 SUPPORT CRITERIA ITT TYPE HORZ VERT WID LBS LBIS IN - A PIN -1 178 3- B HORZ RLR 0 68 0- C HORZ RLR 0 37 0- LEFT RIGHT HEEL OIN - 4SX MEMBR CSI P(LBS) M@IST M@2ND TOP CHORDS A-D .08 28 C -50 -333 D-B .08 23 C 333 0 BOTTOM CHORDS A-C .06 0 T -373 0 Tt WEBS Dt+LL DEFT, - .0111 AT T) LL DEFL = .0011 < BRG-SPAN/240 SPAN/DE (DL+LL) = 999 Robbins Engineering, Inc,/Online Plus- REFER TO ROBBINS ERG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: 1. TRUSSES MANUFACTURED By - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 15, EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1,00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. FASTEN TRUSS TO BRG A FOR 88 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRGe 5, FASTEN TRUSS TO BRIG B FOR 51 LBS OF UPLIFT, WHILE PER14ITTING No UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P,E,#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !A!CAUTION!!! READ "HIB-91 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: I - JACK HAILS. 2-TBRACE. 3-BEARING BLOCK. 4, DESIGNER: TJR Robbins Engineering, Inc,/Online Plus— 0 19W,2002 Version 13.0,009 Engineering - Portrait 3/12I03 5:03:38 PM Rage 1 Online Plus -- Version 13,0.009 RUN DATE: 3-12-03 CSI SIZE LUMBER TOP 01 2X 4 SP-#2 172 BTM 01 2X 4 SP-#2 172 REPETITIVE MEMBER INCREASES LATERAL BRACING - TOP CHORD - CONTINUOUS BTm CHORD - CONTINUOUS TRUSS SPACING - 24,0 IN STANDARD LOADING LUMBER STRESS INCREASE: 25.094 PLATE STRESS INCREASE: 25.0% LOADING LIVE DEAD (PSF) TOP CHO 20.0 7.0 BTM CHO .0 10.0 TOTAL 20.0 17.O 37.0 SUPPORT CRITERIA JT TYPE HORZ VERT WIDTH LBS LBS IN-SX A PIN ®1 105 3- 8 B HORZ RLR 0 18 0- 8 HORZ RLR 0 12 0- 8 LEFT RIGHT HEEL OIN - 4SX MEMBR CSI P(LBS) MIST 1M@2ND TOP CHORDS A-B .01 7 C 24 0 BOTTOM CHORDS A-C .01 0 T -39 0 WEBS Robbins Engineering, inc./online Plus- INOTES: 1, TRUSSES MANUFACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED. 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND -FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 151 EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 5.0 PSF BC DEAD LOAD = 5.0 PSF 4. FASTEN TRUSS TO BRG A FOR 70 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. FABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.C. WEBER P.E,#17455 5285 ST. LUCIE BLVD. FORT PIERCE FL. 34946 2. !!!CALTTION!!! READ "HIB-91 SUbZdARY SHEET" BEFORE HANDLING , INSTALLING BRACING TRUSSES. 3. SEE ATTACKED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 4. DESIGNER: TJR RoWins Engineering, Inc,/Onlne Plus- 0 18 2042 Version 13,0,009 Engineering - Portrait 3112M 15:03:39 PM Page 1 A Quan Type Span Pl-H1 Left OH Right OH Engineering 5 NO 91013 3.536 1- 5® 0 0 1 3-2-13 W: 415 HOR Ft: 331 R: 597U; 87 V: 166 i Online Plus -- Version 13.0.009 UN DATE: 3-12-03 CSI SIZE LUMBER FB TOP .45 2X 4 SP-#2 1500 BTM .64 2X 4 SP-#2 1500 WBS .37 2X 4 SP-#3 850 UNIFORM LOADING LUMBER STRESS INCREASE: 25.0% PLATE STRESS INCREASE: 25.0% UNILDG. LIVE DEAD (PSr) TOP CHD 20.0 7,0 BTM CHD .0 100 TOTAL 20.0 17.6 37.0 GIRDER LOADING LUMBER STRESS INCREASE. 25.0 PLATE STRESS INCREASE 25.0 GRD. LDG. LIVE DEAD (PLT TOP CHD 40.0 14.0 13TM CHD .0 20O TOTAL 40.0 34.0 74.0 EXCEPTIONS - LINEAR VARIATION ALONG A-B AT B 99.0 34.6 LINEAR VARIATION ALONG A-C AT A .0 0 49. 6 SUPPORT CRITERIA JT REACT WIDTH JT REACT WID LBS IN-SX LBS IN - A 331 4-15 C 597 3-1' LEFT RIGHT REEL ® ITT ® 2SX 9 - 10 - 13 P, AtRobbins Engineering, Inc./online Plus- ITAWACk CSI P(LBS) M@ISTKM@2ND TOP CHORDS A-D 42 710 C_71912 2555 BOTTOM CHORDS A-C 64 709 T 1801 6 WEBS D- C 749 C C-B 222 C DL+LL DEFL LL DEFL - . 0011 < BRG-SPAN/240 SPAN/DEFL ( DL+LL) = 390 w Scale: 0. 529" = 1' 1401=141= 0 441 r2LIMM"V,Wxoji..Ea!mnm IW&6-1y'Am-qg4p1, NOTES: I - TRUSSES KUMPACTURED BY - East Coast Lumber 2. EMPIRICAL ANALOG IS USED, 3. WIND LOADS - ANSI/ASCE 7-98 TRUSS IS DESIGNED AS A MAIN WIND - FORCE RES SYSTEM FOR EXTERIOR ZONE LOCATION WIND SPEED - 110 MPH MEAN ROOF HEIGHT - 151 EXPOSURE CATEGORY - B OCCUPANCY FACTOR - 1.00 ENCLOSED BUILDING. TC DEAD LOAD = 50 PSF BC DEAD LOAD = 5.0 PSF 4. FASTEN TRUSS TO BRG A FOR 87 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG, T_._FAS_ TXA TAUSS TO BRG C FOR 166 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG 6. GIRDER CONDITION: KING JACK GIRDER, TIE-IN JACKS ON TOP&BTM. GIRDER SETBACK 7.00 ft. WABRICATOR NOTES: 1. EAST COAST LUMBER & SUPPLY J.0WEBER P.E.#17455 5285 ST, LUCIE BLVD. FORT PIERCE FL. 3IM Ill 4946 2. !!!CAUTION!!! READ " HIB-91 SUbQ4ARY SHEET" BEFORE HANDLING , INSTALLING BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: I -JACK NAILS. 2-TBRACE. 3- BEARING BLOCK. 4. DESIGNER: TJR Pabbins Engineering, inc./ Online Plus- 0 1996-20022 Version 13,0,009 Engineering - Portrait 3/12103 5:03:40 PM Page I