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103 Pamala Ct 95-1312, 95-1473, 95-1472, 95-1486 New SFHA SUBDIVISION: ZONE DATE CONTRACTOR PERMIT # I.J tl LOT NO. I , LOCK: JOB .T 1 ADDRESS d-' - -- - - PHONE # LS 1- / 05< COSTS 22, 4/c2 . C SECTION: Q LOCATION f%/%1`''lii c SQUARE FEET: l Z D FEE $ - c OWNER MODEL: STATE NO. Co OCCUPANCY CLASS: ADDRESS [ - PHONE # PLUMBING CONTRACTORS FEE S ADDRESS PHONE # ELECTRICAL CONTRACTOR / r/= 4:21A FEE $ ADDRESS PHONE # I CHANICAL CONTRACTORS FEE $ ADDRESS PHONE # INSPECTIONS TYPE DATE OK REJECT By MISCELLANEOUS CONTRACTOR FEE $ ENERGY SECT. EPI: ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS FINISHED FLOOR : NATION REQUIREMENTS CERTIFICATE OF OCCUPANCYy HI ECTURAL APPROVAL DATE: ISSUED # I DATE: _ FINAL DATE vt MISCELLANEOUS CONTRACTOR FEE $ ENERGY SECT. EPI: ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS FINISHED FLOOR : NATION REQUIREMENTS CERTIFICATE OF OCCUPANCYy HI ECTURAL APPROVAL DATE: ISSUED # I DATE: _ FINAL DATE vt LDPM 'OFFICIAL DATE ADDRESS: /0. The Building Department has prepared a certificate of occupancy for the above locationandisrequestingafinalinspectionbyyourdepartment. After your inspection, please come to the Building Department to sign -off on theCertificateofOccupancy, or submit a certificate of occupancy addendum if it has beendenied. Your prompt attention will be appreciated. Thank you. Distributon: Engineering Fire Public Works Utilities Zoning A%'IvC"c:J r a 46e /of S lAr Jx7 tov d c.tT UCG j .,p`s.-rC ci/i'zrr y[a Gl r s yry `v cc.,re_ A CITY OF SANFORD, FLORIDA PERMIT NO. 1 DATE 3 " "` THE UNDERSIGNED HEREBY APPLIES FOR PERMIT TO INSTALL THE FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNER'S NAME Mann4 4)^,i ADDRESS OF JOB 4aj-a 2 Zla3 P , MECHANICAL CONTR. __ Mrix-olOcL RESIDENTIAL COMMERCIAL Subject to rules and regulations of Sanford mechanical code. NATURE OF WORK V INPUT OUTPUT - APPLICATION r sir®ur,a v r..a...ws LW a.__.w COMPETENCY'D NO. J r 1V aronda Homes MARONDA HOMES, mc. AF FLARIDA 377 Maitland Ave., Suite 112 Altamonte Springs, FL 32701 (407) 831-4039 Letter of Authorization I hereby name and appoints to apply and pick up permits at Buildi g Department for work to be performed at lot - in Street Address (if available) Thank you, Gregory M. Furner n'AC.865 HVAC Department Supervisor MARONDA HOMES INC., OF FLORIDA Sworn to and subscribed before me this_ day of Notary Public, Sthfe 61 Florida MICHELE L. THOMPSON @FV My Comm Exp. 3/07/98 Bonded B' Service Ins a No. CC353473 paw,* i i 1995. CITY OR SANFORD, FLORIDA PERMIT NO - DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING PLUMBING WOV: n OWNER'S NAME f T IP Ir- L-w' ADDRESS OF JOB Q" .Z m PLUMBIWG CONTR.tIr"-+" Res. AZ Comm. Subject to rules and regulations of Sanford plumbing code. Residential: Number Amount Alteration, Addition, Repair EEIINewResidential: One Water Closet_ Additional Water Closet{ Commercial: Fixtures. Floor Drain, Trap Sewer Water Piping Gas Piping Factory-builf housing Mobile Home, licat"ion Fee Minimum Commercial Permit: $25.V1 Total Maier Mvmwr COMPETENCY CARD NO C - 2 1V aronda Homes MARONDA HOMES, INC. OF FLORIDA 377 Maitland Ave., Suite 112 Altamonte Spring#, FL 32701 (407) 831.4039 Letter of Authorization I hereby name and appoint to apply and pick up permits at l d Building [department for work to be performed at lot in Street Address (if available) Thank you, Bruce E. Hawkesworth CFCO53329 Plumbing Department Supervisor MARONDA HOMES INC., OF FLORIDA V9 Sworn to and subscribed before me this day of , 1995. t- Notary Public, State of lo`Tida WW L 1HOMM orx Comm Epp. 3/07/98 Sv ee Inswwc No. X73 CITY OF SANFORD FLORIDA PERMIT NO „ "G "" t C .— DATE—. THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: OWNER'S NAME+' e . 0*—"A ADDRESS OF JOB / ze,, lE!o ELEC. CONTR 1**4+ 0,4 4fkPWW Residential Non-residential Subject to rules and regulations of the city and national electric codes. Number AMOUNT Alters ion Addition Repair Change f Sgryice Residential Commercial Mobile Home Factory Built Housing New Residential 0-100 Amp Service 101-200 Amp Sorye 201.Am an a ove New Commercial p ervice AAplicat on. Fee I TOTAL I 7d . By signing this application 1 am stating I will be incompliance with the NEC including Article 110, Section 110 4 and 110 10, Building Official Matter Eleefri¢an STATE COMPETENCY NO. Ma -onda Homes MARONAA IIOURS, INC. OF FLORIDA k 377 Maitland Ave., Suite 112 AltamonteSprings, FL 32701 LETTER OF AUTHORIZATION I hereby name and appoint apply and obtain permits in work to be performed on Ic Thank you, Jeff Masterson ECO001440 Electrical Department Supervisor MARONDA HOMES INC., OF FLORIDA 407) 8314039 C Sworn to and subscribed before me this day of , 1995. Notary Public, St g f !florid 1: E L. THOMPSON Comm UP. 3/07/98 Pus c'g4T3 OF a } 1 FWta PLOr PLAN FOR: MARONDA HOMES, INC, Eac.;,-riofv 1x=>-r 272 P ." AL-Ar CaAV-- 5 SC04 W1D#V PLA7•BooK 4'7 PAGE(SI -4'6 PUBUC RECORDS OF--5 °" f'f'l(t"'K:A%-- COUNTY, FLDR/DA. NOT P L-A-1 TMC) - CAS PEM PIA-" OF P/>h9ALA- C.AK`a Prof GcOV- 4-/, I-COL46.) 4b,GX' m M 4.0 ' rw N c lV GONG• E/ 5.eo Q Q 30, oci V Q M : 0 DAcTvN "a 3 -z.) WW i rN a, x I+, cof c. SL.A 8 ID 4. 0* 0 8 i Z Z o Cor•1G. ' R N PRIvE lo•O "urr whsom tT 4C,G1L N PAMALA c G uR"T" NOTES .I.Bct' 5W 52"w. 1, Plot Pion Only: Lot, has not been etoYed In the field. 2, Bearinye are eased on the 91Ny'(rlU10JQ OF PAWALA eouPy' VIIA14 M, of • 'rtiS2 W. A11131' Ar ONS: 3. 1 htro*y certify that this rc. rotor3Orrf(URVAVURE 1'r. IYANI M' IAN NCY Plot Plan was made under my r%it. vpil r1oN tft1lrnnNlEd i r e- 11 d nc t. .vrNr er to.IrouNo t ArvAr Ononmeetstheminimum technical standard! tlr CINH10 ' ' 1: 110M. CIRMO BEARING FLOOD CERTIFICATION a! / B1 forth by the Florida p. A. • RAOM. Ie:IrAICENFRAL ANGLE) tENIFRUNE Baeeli On the Federal Emefge nCy Management AOBney flood Insurance 800rd of Professional Land IMM. trwwrfr roto map, the property 3110 shown Surveyor In Chapter 61 017-fr An: 1 %, ANIu1NnIr1lNwnrHn IANb SINIYEYUII hereon DOES NOT LIE w11Aln the Florida Administrative Cede r N. r1M' T. Nw11N' N AlEMd' NT 100 year flood hazard area pursuant to .Seellon 472•.027' Fiorl; da Stolufes','._::• Lies In zone "C" 1202890o40C CommunityPanelNo. Elovatloni Ooied oii Nlilionol MAP REW$eV Dal.: l-l(0 bsodetie. Vertical 'Datum 'of t92l. S. NOT A''SU'R.VEY 07 " AY E ZINC. JGO SOUTH COUNYY ROAD 4ll, LONGWOOD Pr•LOR/OA .32730-.5499 7- ELEPHONE`: (467) 950-9000 II r Dote: 4--4- 95 SCALE. f =20 95- ( 7/3 410,11— ROUTING MEMO s4M pt_R'S JFFICE MAYOR a CITY CLERK REC./PARKS DIR. CITY MANAGER SECRETARY POLICE CHIEF FINANCE DIRECTOR FIRE CHIEF PERSONNEL DIRECTOR COM. DEVELOP. DIR. PLANNING/DEVELOP. DIR. CIVIL ENGINEER PUBLIC WORKS DIRECTOR BUILDING OFFICIAL UTILITY DIRECTOR CITY ATTORNEY ACTION: 4. Please Call Me 8. Note and Return 12, Re Our Conversation 1. Your Information 5. Please Handle 9. Signature 13. Your Comments or 2. Approval 6. As Requested 10. OK "As Is" Recommendations 3. Please See Me 7. Please File 11. See "Remarks" 14. Read and Pass On REGARDING: (Attached 0 PLEASE RESPOND NO LATER THAN: FROM DATE i 4-13-85 ;11:16AM ;LAW OFFICES ORLANDO -CITY OF SANFORD INC91 to APB 491 CITY OF $A FO April 13, 1995 Mr. William Simmons-- City Manager City of Sanford P.O. Box 1788 Sanford, FL 32772 Dear. Mr. Simmons: x As rm our conversation today, the entrance wall and completedpermitby number 28, 19 5-1226 for Pamala Oaks will be started no later than April 28, P Please issue the permits for Maronda Homes to start two sales models immediately. your courtesy and consideration in this matter is greatly appreciated. Sincerely, c , Dav-'hd Feinberg b=bW*nWn MW1 ar 0.1 CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS PERMIT NUMBER .fi=aLd %S tl-fo rd37-7'7-3 Q S--Zf Total Contract Price of Job Total Sq. Ft. ZU Describe Work Type of Construction Flood Prone (YES) (NO) Number of Stories Number of Dwellings Zoning Occupancy: Residential Commercial Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER TITLE HOLDER ADDRESS CITY BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS CITY MORTGAGE LENDER ADDRESS CITY WAM27" NEW OTHER THAN OWNER) ST ZIP STATE ZIP STATE ZIP CONTRACTOR J0 a 4 aj PHONE NUMBERCZJn /- 44D39 ADDRESS ST. LICENSE NUMBER CITY A&M 021'e- STATE ZIP 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, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE 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 government entities such as water management districts, state agencies, or feder gencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OW OF THE I PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. 3 S igoat-u* DaxSiSijr*tu e(of Contr cto& Date^ r- c-1 mg R A r Name Tike TaPrint C s Name V 0 4 L Mt4 04 Sign t re'ary 0 Date Signature of Notax*,J DatJ 0 CQ c ims"Oki 1HOUP0. comm UP. IAII98 CMM,EXP, 4AIA8 MOLAR IV sofa hs d Z 10 4 r. ft'0*000 0 04 9 0 Application Approved BY: t ew 7/J-5- 0 Z > 1 FEES: Building iiadqe/1 d g Police 91, 4Fire" M Open Space RoAf Impact A cation 0 44 r. 0 DATE 4 0 PERMIT VALIDATION: CHECK CASH BYQ to to 4) 1 1 11-4 4J " a) Qj 0 > ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) Z P4 E- I THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE Property Address I PAMALA 3 PAMALA OAKS 3 PAMALA OAKS 4 PAMALA OAKS 5 PAMALA OAKS b PAMALA OAKS 7 PAMALA OAKS 8 PAMALA OAKS 9 PAMALA OAKS 10 PAI°IALA OAF'••.S 1.1. PAMALA OAKS 12 PAMALA OAKS 1.3 PAMALA OAKS 14 PAMALA OAKS IS PAMALA OAKS 16 PAMALA OAKS 1.7 PAMAL.() OAKS IS PAMALA OAKS 19 PAMALA OAKS F orward D )etail Count: *0 P:I PAD CURRENT ray Property Address l PAMALA OAKS 2 PAMALA OAKS 3 PAMALA OAKS 4 PAMALA OAKS 5 PAMALA OAKS 6 PAMALA OAKS) 9 PAMALA OAKS To Owner C1, 104 Sl SAUNDE:RS T1:JI"MY SALL 91 FE INE3F:RG DAVID Si F I INBE RG DAVID S1 FE_.:I:NE3E:=RG DAVID Sl F EINF'.:3E:RG DAVID S1 F'EINBErRG DAVID SI FEEwINE3ERG DAVID Sl FE<;I:NBERG DAVID Sl F'E:I:NBE:RG DAVID S1 FE INE3f;RG DAVID Sl F'E:.:]:NBERG DAVID S1 FE::INE3ERG DAVID SI, F'E:I:NE:IEFiG DAVID 51 FEINI"-.3f:RG DAVID Sl FE INBE»RG DAVID S1 FEINBERG DAVID Sl FE:::I:NBE::1' G DAVID S1 FE;INBEE RG DAVID Sl FE:::I:NBE::RG DAVID M )A:I:N MENU or C:E:X1T:l REAL ESTATE MASTER ADDRESS INQUIRY LIST TO fawner 51 F=Er:INBE RG DAVID 91. F EI:NBERG DAVID 51 FEEa:INE:3ERG DAVID S1 F'E,I:NBE•wRG DAVID S1. FE E:I:NBE RG DAVID SI FC:.:E:NBERG DAVID F )orward ( I:) )etail S1 FEr.I I lE3FwRG DAVID WAIN MENU or LF_:XI T a Parcel 3319 3i 512t )t )i 11 it hil(:) 3319 30512t)t:i0t 0010 3;;319 305.1r 00citic)c)4t) 331930512UU it 005() 3319305.1 'Oci0 tit b(..) 331930512 iUt)0 ) i7. 11 3319305124i0000080 33193051r_'tat UQU090 3319 3051r'0000t:100 331930512000tit)1 l o 33193051 20C>i)00.I.;_'td 331930512 ic)t)t)U1;_3(..) 93.1930512! i0000140 331930512000UU10 i 33193051200000160 331930512 ic:i000170 331N305120 i0OU11::10 3319305120000019(.) Replace; Dell? 02/24/0) Parcel 33193051; a0utiU020t. 331y3t: S 1::'t;t t.it.t.) c'..1. 3319305120tit)t)ti (: ) E3319305120Ut)t. 023tj 3319 3051=c)i)t:024() 3319 3t:a.I.r>t)t)t)citj,:'3}(_) F eplace, Count: *0 It 1V aronda Systems MARONDA SYSTEMS 4005 Maronda tray Sanford, FL 32771 (407) 321-0064 Fax (407) 321.3913 JOB #: 2_7 ADDRESS: MODEL AND OPTION CODE : dWcT-0A1 REQUESTING OFFICE: 0 tIL K). SUBDIVISION: ADDITIONAL ITEMS TO SHIP/ ADDITIONAL INSTRUCTIONS JHA-213 SPECIAL HANGERS SEAT PLATES 7[ NaHa6 c / Kff ze e 7? 11 MODEL U%rL%/V ELEVATION R OF BEDROOMS Al. # OF BATHS Z OPTIONS: VERSAILES BATH YES NO UTILITY ROOM YES NO SIDE LOAD GARAGE YES NO ADD ON YES NO ADD FEET VAULTS: LIVING ROOM DINING ROOM mrs-1 YE O FAMILY ROOM NO KITCHEN BREAKFAST ROOM y YES NO a GREAT ROOM I ES NO MASTER BEDROOM Y MASTER BATH YES NO FOYER YES NO PATIO YES NO ADDITIONAL CHANGES OR INSTRUCTIONS: I,----- -_ 1-8 — r 4-0 , 20-4 0-8 11 f l l I I lil l_I I I I I I I!®I l-1 1®ICI ICI I I I IIi/1 I I i t lom; I jl 11 JOB NUMBER* DALB DRAWN BY , c DATE:12-28-99 oS1S CUSTOMER: PITCH: 6/ 12 OH: P-0" JOB NAME; DALTON "B" BEARING: 8" LOAD; V# DEC-30-1994 08:40 MARONDA-SAWORD 407 321 3913 P.02 STANDARD GABLE_ END- DETAIL. WIND SPEED 110 MPH, MEAN ROOF HEI0HT OF 20 FT. e+ ds7cc N pIACONAL OR L-BRACING i RUS cS AT 24' O.C. REFER TO TABLE BE -OW 1/2, PLYWOOD SM'`ATHING 1 I4X4 2X4 TYP. 12 T VARIES TO COMMON TRUSS 1'-3' M / _ j% I A 11 A CONT. BEARING. 3Xo SPL. G •. SPAN TO MATC= COMMON TRUSS. TYPICAL 2X4 L-BRACE NAILED TO 2X4 VERTICALS W/Sd NAILS, S' O.C. VERTICAL STUD SECTION A -A. 2X4 LATERAL BRACING AS REOUIREO. 3X5 END FURRING STRIP OR Lti H ATERAL BRACING NAILING SCHEDULE. VERT. IO- GHT. ( NAIL AT 0 END UP TO 7-0' 2 - 16d T•0• _ S'S' 3 - I6d OVER 8'-5' 4 - 16d MAXIMUM VERTICAL STUDS HEIGHT. JG OF VERTICALS WITHOUT BRACE %MH LA-ERAL BRACE I WITH L-BRACE 12 INCH OC. 5-1-9 2-10-e 1 10 INCH O.C. 4-10-0 I n-2-0 I 24 INCH O.C. 4-3-0 NOTE: 3FURNISH COPY OF THIS CRAWIW TO CONTRACTOR LVEzRT. HAD BEEN CHECKED FOR 110 MPH WIND LOAD, FOR BRACING INSTALLATION. MEAN ROOF hEIGNT OF 20 FT. AND L/240 DEFL CRIT. 4WACING SMpWN IS FOR INDIVIOVAL TRVSS ONLY, 21' ONNECTION SSTWE=N SOT'f0h CHORD OF CABLE END CpWt T SLOG. ARCHITECT OR ENGINEER FOR TRUSS AND WAIL TO BE PROVIDED BY PROJECT ENCUF-Sit TE-1?ORARY AND PERM4*0 BRACING OF ROO;-' SYS'1 OR ARC!-GTECT. 41 2 199 MINIMUM GRADE OF LUMBER EP. ; -= T.C. 2X4 Na.2NC 19 SP T'I-92 Crff. B.C. 2XA NO2NO 19 SP ESBC-91 Wabc 2X4 Nn3 19 SP C . 33 X -- LPSFTp ' -STR. INCR. TOP - . 3 15' DRAWN 3Y J8 - - •'- 2$CKED BY JAI Inc. BOITTOH 29 InCh OC, REP. STRESS, YES MiTet Industries Inc APDro e SpACING TOTAL P.02 DEC 30 '94 8:34 407 321 3913 PAGE.002 DRAWING> >>> = ===________[ 006008 ]=====__===_====««MARONDA-TLY>>>>=== Customer : 0 Wed Dec 28 17.07:51 1994 Project #: DALB Truss ID : A Family # 05 Span 3,0-0. Quantity 1 Top Pitch : 6./12 saxxsxss=cssscassscscxaasscxscssccsscccscs=mxsxsx=sccxxs==csscxs=c=x=xxssx=cssccx NOTES: 1 -Gable studs s aced at 24 inches o.c. 2 -Brace vertical studs in accordance with standard gable end detail 3 -Continuous bearing provided along entire bottom chord 4 -Provide 1X4 plates at each end of gable stud unless otherwise noted 1 0 7-6-16 i 15-0 1 28-5-6 3e-9 1-0 7-6-10 7-5-6 7-5-6 7-6-10 3X5 1 g 7 6 7-6-10 15-e 82-5-6 30-6 7-6-19 7-5-6 7-5-6 7-6-16 L. HL TO PX:16-9-4 R. HL TO PX :16--9-4 LEFT HEIGHT:0--4-3 SPAN:30-0 RISE:7-10-3 RIGHT HEIGHT:0-4-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CHORD:2*4 No.2 19 SP TOP BOT CHORD:2*4 No.2 19 SP BOTT 30 1`0 LL.DEFL.@0=0.00 < L/360 WEBS :2*4 No.3 19 SP gx = =, c c x..- _= =x c s == = x s= x = s = c x c = = = x = s c == = = = = c = = = x = = = _ = == = =c = a == c = _= x= _ = _ _ = = _ = x = c = = = = TRINC: UM = 1.33 PLATE 1.33 SPACING 24.0 in. o, c. " REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT 9 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS-DESIGN SPECS, SSBC.TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. A.C.E.S.Version 7.1B>>>>==_____=[ 006009 ]_========««MARONDA-TLY>>>>==_ Customer : 0 Wed Dec 28 17.08:00 1994 Project #: DALB Truss ID : B Family # : 105 Span 3070. Quantity : 3 Top Pitch : 6./12 FORCES —GRAVITY LOADS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2--2225 5-6- 1967 2-8= 147 1=-1473 8.00 2-3=-1500 6-7= 1967 2-7=-703 5=-1473 8.00 3-4=-1500 7-8- 1967 3-7= 790 4-5=-2225 8-1= 1967 4-7=-703 4-6- 147 _ PROVIDE FOR 554 LBS UPLIFT AT JOINT 1 (0.38) PROVIDE FOR 554 LBS UPLIFT AT JOINT 5 (0.38) PROVIDE FOR 126 LBS HORIZ. REACTION AT JOINT 1 OLATE OFFSETS (X-LEFT,Y=TOP):[j2=3,3],[j4-3,3],[j7=4,2], 37 7-6-10 4X4 1X4 5X8 iX4 6 OIE SU 1 F I C tiy9r % r '. o. Qr151 '• rtie r 7-6-10 15-0 F 22-5-6 30-0_ 7-6-10 7-5-6 7-5-6 7-6-10 X5 L. HL TO PK:16-9-4 R. HL TO PK :16-9-4 LEFT HEIGHT0-4-3 SPAN:30-0 RISE:7-10-3 RIGHT HEIGHT:0-4-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.840 TOP CHORD:2*4 No:2 19 SP TOP 30 7. BOTT 7-8=0.578 BOT CHORD•2* 4 No.2 19 SP BOTT 0 10 LL.DEFL.@7=0.12 < L/360 WEBS :2*4 No 3 19 SP STR.INC : LUMB-=-1 33 PLATE - 1.33 SPACING • 24.0 in. o. C. REPETITIVE STRESSES USED NO, OF MEMBERS = 1 WEB 2-7; 4-7 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use lx4 or 2x3 Cont.Bracing conn.w/2-8d nails,or T-brace of same size and grade as web conn. to narrow faoe w/10d nails 6 in. o.c TRUSS HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT 9 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYhMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, SSBC,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR- PERMANENT AND- TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. A. C. E. S Version 7.1 B»»=--===== [ 006010 MARONDA-TLY»»=== Customer : 0 Wed Dec 28 1 7.08 :10 1994 Project #: Span : DALB 30-0 Truss ID Quantity C 2 Family # : 118 Top Pitch : 6/1 2 Seat cut : 0-8 Bo pitch • 3. /12t mamcs=sssxcxsssaxxs=sxssxsax=s=sssssss=sasx ssesssssxssaxs sssxxssss=s=sxss=sxsxxs FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2--4239 7-8- 3829 2-12- 36 5-9- 236 1--1473 8.00 2-3=-3677 8-9- 38" 2-11=-441 6-9--441 7--1473 8.00 3-4--2862 9-10. 3390 3-11- 236 6-8- 36 w 4-5=-2862 10-11= 3390 3-10=-765 4-10- 22015-6--3677 6-7--4239 11-12- 3844 12-1. 3829 5-10=-765 F1 / PROVIDE FOR 554 LBS UPLIFT AT JOINT 1 (0.38) PROVIDE FOR 554 LBS UPLIFT AT JOINT 7 (0.38) o.d5151 PROVIDE FOR 126 LBS HORIZ. REACTION AT JOINT 1 OLATE OFFSETS (X=LEFT,Y-TOP).[j2=3,3],[j6-3.33,[j10=4,21, r- • r + 1 1 -1-1 1 - 19-10-3 24- - - 1 5.3_tA 4-1-3 4-10-3 4-10-3 4-10-3 5-3-10 4X6 4X4 4 2,6 O 3x T(a • 7`/0 F 5-3-19 10 1-13 15-0 19-10-3 24-8-6 30-0 _ 5-3-10 4-10-3 4-10-3 4-10-3 4-10-3 5-3-10 L. HL TO PK:16-9-4 INTERNAL RISE:3-7 R. HL TO PK :16-9-4 LEFT HEIGHT:0-4-3 SPAN:30-0 RISE:7-10-3 RIGHT HE IGHT•0-4- css xssssx=s=csssxsxxsxs=-s=s s=xs=ss=xsssxs=ss=ss=xxs=xsx=ss==ssssssrss=ss==xss LOADING (PSF)- MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.881 TOP CHORD:2*4 No.2 19 SP TOP 30 7 BOTT 11-12=0 770 BOT CHORD:2*4 No.2 19 SP BOTT 0 10 LL.DEFL.@10=0.40 < L/360 WEBS :2*4 No.3 19 SP STR.INC.` LUMB = 1.33 PLATE = 1.33 SPACING • 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS 1 NOTE: PROVIDE FOR 0.46 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING PROVIDE 2*4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 4' O.C. OVER DROPPED BOTTOM CHORD AREAS WHERE CEILING IS NOT APPLIED. TRUSS HAS BEEN CHECKED FOR 1DO M.P.H. WIND LOAD, WALL HEIGHT 9 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M2D-258,216 MANUFACTURED FROM ASTM A-446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NOS DESIGN SPECS, SSBC,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY -FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CDNSULT BLDG ARCHITECT OR ENGINEER. A.C.E.S Version 7.1B»»===----- [ 006011 ]=__======««MARONDA-TLY»»=== Customer : 0 wed Dec 28 17.08:26 1994 Project #: DALB Truss ID D Family # : 118 Span : 30-0- Quantity 6 Top Patch : 6./12 Seat cut : 0-8 Bot pitch : 3./12 s==asa==c=s=c====ee=as=xcs=x=s=c:=sasssac sc====S==s=s=ss=cxx=sas====xs===s==sx== FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2--4239 7-8. 3829 2-12- 36 5-9. 236 1s-1473 8.D0 2-3=-3677 8-9 3844 2-11=-441 6-9--441 7=-1473 8.00 3-4=-2862 9-10= 3390 3-11- 236 6-8= 36 4-5=-2862 10-11= 3390 3-10•-965 5-6--3677 11-12- 3844 4-10- 2201 6-7--4239 12-1- 3829 5-10--765 PROVIDE FOR 554 LBS UPLIFT AT JOINT 1 (0.38) PROVIDE FOR 554 LBS UPLIFT AT JOINT 7 (0.38) i PROVIDE FOR 126 LBS HDRIZ. REACTION AT JOINT 1 PLATE OFFSETS (X-LEFT,Y=TOP):[j2-3,3),[j6=3,3),[j10=4,2), I f* 0-3 4-10-3 4-1 4X4 X6 r 5-3-19 10 1-13 15-0 24-8-6 30-0 5-3-10 4-10-3 4-10-3 4-10-3 4-10-3 5-3-10 L. HL TO PK:16-9-4 INTERNAL RISE:3-7 R. HL TO PK :16-9-4 LEFT HEIGHT:0-4-3 SPAN:30-0 RISE:7-10-3 RIGHT HEIGHT:0-4-3 sasse as=aacsxca==as=x=asmza==xsae=xee=c¢====sxx==xaz=x=a===xax====x=s=sc=Issas—es=x=x===sa LOADING (PSF MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.881 TOP CHORD:2*4 No.2 19 SP TOP 30 7 BOTT 11-12=0.770 BOT CHORD:2*4 No.2 19 SP BOTT 0 10 LL.DEFL.@10=0.40 < L/360 WEBS :2*4 No.3 19 SP so=sssx=az=ccamcsxxsx.=.sxc===sx=cx===xa=a==s==xicas=x==xs=s====ss=as=as'==xscx=s=x=ss== STR.INC.• LUMB = 1.33 PLATE 1.33 SPACING • 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 NOTE: PROVIDE FOR 0.46 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING TRUSS HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT 9 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACT OF JOINT; SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, SSBC,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. A. C. E. S Version 7.1 B»»===_____ [ 006012 3 —=___==«<<MARONDA-TLY»»=== Customer : 0 Wed Dec 28 17.08:39 1994 Project #: DALB Truss ID : E Family # : 118 Quantity : 7 To Pitch : 6./12 Seat cut : Q 80 4 Y Bo? pitch : 3./12 xaaxeeaxsaxassax=axs=aaaaaxassaxaxasaxxaaxsax=acxaasa=saxaxa=aaaaassaasa=axsxsaxa FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2--4239 7-8- 3829 2-12- 36 5-9- 236 1--1473 8.00 2-3=-3677 8-9- 3844 2-11--441 6-9-- 41 7--1473 8.00 3-4--2862 9-10- 3390 3-11- 236 6-8- 36 4-5--2862 10-11= 3390 3-10--765 l O 5-6--3677 11-12- 3844 4-10- 2201 l..NA• V 6-7--4239 12-1- 3829 5-10--765 v , r;+1 I F 1 +q•,' Z PROVIDE FOR 554 LBS UPLIFT AT JOINT 1 (0.38) No.45161 PROVIDE FOR 554 LBS UPLIFT AT JOINT 7 (0.38) w PROVIDE FOR 126 LBS HORIZ. REACTION AT JOINT 1 t STATE OF Al PLATE OFFSETS (X=LEFT,Y-TOP):[j2-3,3),[j6=3,3),[j10.4,23, x,r 4) 4X4 4-1 lnF C 2 9199 - X6 5 3 10 10 1 13 f 15-0 19-10-3 24-8- _ 30-0 ; 5-3-10 4-10-3 4-10-3 4-10-3 4-10-3 5-3-10 L. HL TO PK:16-9-4 INTERNAL RISE:3-7 R. HL TO PK 16-9-4 LEFT HEIGHT:0-4-3 SPAN:30-0 RISE:7-10-3 RIGHT HEIGHT 0-4-3 LOADING (PSF)° MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.881 TOP CHORD:2*4 N0.2 19 SP TOP 30 7 BOTT 11-12=0.770 BOT CHORD.2*4 N0.2 19 SP BOTT 0 10 LL.DEFL.@10=0.40 < L/360 WEBS :2*4 No.3 19 SP x=-asaa¢assaaass=saes=saaaa=ataaaassaxaas-=- ----___- - _ = -. s-.-a STR.INC.• LUMB = 1.33 PLATE = 1.33 SPACING • 24.0 in. o. C- 019 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 NOTE: PROVIDE FOR 0.46 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING TRUSS HAS BEEN CHECKED FOR'100 M.P.H. WIND LOAD, WALL HEIGHT 9 FT. ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALCY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, SSBC,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. A. C.E. S Version 7.1 B>>>>--=___ [ 006013 MARONDA-TLY»»=== Wed Dec 28 17.08:52 1994Customer : 0 Project #: DALB Truss ID F 3 Family # : To Pitch : 118 6. /12 Span : 3-0-:-0, Seat cut 0-8 Quantity Bo pitch : 3./12 aaasaxsxa=.=a==a=acxsxaxsax=axrzmasxaaasxa=ssxsas=aca=x=xxffis=acxaa-s=xsxxssasaasass FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2--4239 7-B- 3B29 2-3--3677 8-9. 3844 2-12- 36 2-11--441 5-9. 236 6-9=-441 1--1473 8.00 7--1473 8.00 3-"-2862 9-10. 3390 4-5--2862 10-11- 3390 3-11- 236 3-10= '165 6-8- 36 Q 1E 86 4' 5-6--3677 11-12w 3844 6-7--4239 12-1- 3829 4-10- 2201 5-10--765, o F1C ' PROVIDE FOR 554 LBS UPLIFT AT JOINT 1 (0.38) r k, _ N0.45161 m x PROVIDE FOR 554 LBS UPLIFT AT JOINT 7 (0.38) EaPROVIDEFOR126LBSHORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X-LEFT,Y=TOP):[j2r3,3],[j6=3,3],[j10a4,2], E© -" 1 D 5-3-]0 10 1 13 15-0 1 19-10-3 24-8-6 30-0 _ 1-D 1 5-3-10 4-10-3 4-10-3 4-10-3 4-10-3 5-3-10 47 4X4 err.- 14-11-R 5-3-10 F 10 1 13 ,+ 15-0 19-10-3 24-8-6 30-0 5-3-10 4-10-3 4-10-3 4-10-3 F 4-10-3 5-3-10 X6 L. HL TO PK:16-9-4 INTERNAL RISE:3-7 R. HL TO PK :16-9-4 LEFT HEIGHT:0-4-3 SPAN:30-0 RISE:7-10-3 RIGHT HEIGHT:0-4-3 LOADING (PSF)' MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.881 TOP CHORD:2*4 No.2 19 SP TOP 30 7 BOTT 11-12=0.770 BOT CHORD:2*4 No_2 19 SP BOTT 0 10 LL.DEFL.@10=0.40 < L/360 WEBS. :2*4 No.3 19 SP a s ==a sas =s =xsa = a=_= a a s a a= a= a= = s a a s a=___= a= s a== x s a a sa a= a s sa= =aa s a as =s a= ss a a s a= a x STR.INC.: LUMB = 1.33 PLATE 1.33 NOPAOFNGMEMBERSO=in. o. c. REPETITIVE STRESSES USED NOTE: PROVIDE FOR 0.46 IN. HORIZONTAL DISPLACEMENT AT ONE BEARING PROVIDE 2*4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 4' O.C. OVER DROPPED BOTTOM CHORD AREAS WHERE CEILING IS NOT APPLIED. TRUSS HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT 9 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, SSBC,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. A. C.E. S Version 7.1 B»»===____- C 006014 MARONDA-TLY»»=x= 28 17:09:05 1994Customer : Project #: 0 DALB Truss ID G Wed Dec Family # 314 Span 30-&0- Quantity 1 Top Pitch 6./12 s=sasx=xx=xxxxx=x=xaxxmxaxxx=xx=ax xxsx=x=x==axxxx=xaxxaex:xx=xxxs==xx=xxa=xx=xx=xx FORCES — GRAVITY LOADS REACTIONS — SIZE 1-2--2314 6-7= 2042 2-10- 127 5-7- 127 1--1473 8.00 2-3--1694 7-8. 2042 2-9--592 6--1473 8.00 3-4--1514 8-9- 1514 3-9. 372 4-5=-1694 9-10= 2042 3-8x 0 5-6=-2314 10-1- 2042 4-8- 372 5-8--592 PROVIDE FOR 574 LBS UPLIFT AT JOINT 1 (0.39) PROVIDE FOR 574 LBS UPLIFT AT JOINT 6 (0.39) PROVIDE FOR 110 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X=LEFT,Y-TOP)n[j9-3,2], 31 4X8 4X4 1X4 5X6 3X8 IX4 6 6 f 13 0 F 17-0 23-6 30-0 _ 6-6 6-6 4-0 6-6 6-6 5 40k X5 L. HL TO PK:14-6-7 R. HL TO PK :14-6-7 LEFT HEIGHT:0-4-3 SPAN:30-0 RISE:6-10-3 RIGHT HEIGHT:0-4-3 xxaa= x NaLOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D- TOP 1-2=0,.579 TOP CHORD:2*4 N0.2 19 SP TOP 30 7 BOTT 10-1=0.526 BOT CHORD:2*4 No.2 19 SP BOTT 0 10 LL.DEFL.@9=0.11 < L/360 WEBS :2*4 No.3 19 SP REPETITI'VELS TRESSES3USEDATE 1.33 SPACINO. OFNMEMBERSO= 1. o. C. r' TRUSS HAS BEEN CHECKED FOR 10D M.P.H. WIND LOAD, WALL HEIGHT 9 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, SSBC,TPI-91THISDESIGNISFORTRUSSFABRICATIONONLY.FDR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. A.C.E.S Version 7.1B>> 006015 MARONDA-TLY»»=== Customer : 0 Wed Dec 28 17.09:15 1994 Project #: DALB Truss ID H Family # : 314 6./12Span : 30-0- Quantity 1 Top Pitch : FORCES - GRAVITY LOADS REACTIONS - SIZE 1-2--2392 7-8. 2105 2-12- 107 5-9- 308 1--1473 8.00 2-3=-1886 8-9. 2105 2-11--471 6-9-471 7--1473 8.00 3-4--1820 9-IN 1685 3-11- 308 6-0- 107 4-5--1820 5-6--1886 10-11- 1685 11-12. 2105 3-10- 232 4-10- 296 h iG e ' 6-7--2392 12-1- 2105 5-10. 232 s/i PROVIDE FOR 591 LBS UPLIFT AT JOINT 1 (0.40) PROVIDE FOR 591 LBS UPLIFT AT JOINT 7 (0.40) PROVIDE FOR 93 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X-LEFT,Y=TOP):[j1D=4,21, 3; 1,;,., 5-6 11-0 15-0 F 19-0 24-6 30-0 1 D 5-6 5-6 4-0 4-0 5-6 5-6 4X8 IX4 4X8 1X4 3X4 5X8 3X4 1X4 5-6 11-0 15-0 E 19-0 24-6 30-0 5-6 5-6 4-0 4-0 5-6 5-6 X5 L. HL TO PK:12-3-9 R. HL TO PK :12-3-9 LEFT HEIGHT:0-4-3 SPAN:30-0 RISE:5-10-3 RIGHT HEIGHT:0-4-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D- TOP 6-7=0.456 TOP CHORD:2*4 N0.2 19 SP TOP 30 7 BOTT 12-1=0.487 BOT CHORD:2*4 No.2 19 SP BOTT 0 10 LL.DEFL.@10=0.12 < L/360 WEBS :2*4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. y%v REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT 9 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYhMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, SSBC,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. A.C.E.S Version 7.1B» 006016 J=========««MARONDA-TLY>>»x== Wed Dec 28 13109:24 1994 Customer : Sranect #: 0 D3DAL0 Quantity 1 Top1P tch : 6./12 P x x x x x x x x x x x x x x x s x ax xxx x x x x x x x x =x x x x xa x x x x x x x x x x a= x x x x s x== x x x x x x x xx x x x a x s xxx= x x xx REACTIONS - SIZEFORCES - GRAVITY LOADS 1-2--2457 7-8- 2154 8-9- 2154 2-12- 87 2-11--343 5-9- 261 6-9--343 1--1473 8.00 7--1473 8.D0 2-3=-2069 3-4=-2219 9-10. 1848 3-11- 261 6-8- 87 4-5--2219 10-11- 1848 3-10- 466 5-6--2069 6-7=-2457 11-12= 2154 12-1- 2154 4-10--444 5-10- 466 Q E $ IJM ©.._ PROVIDE FOR 605 LBS UPLIFT AT JOINT 1 (0.41) PROVIDE FOR 605 LBS UPLIFT AT JOINT 7 (0.41) PROVIDE FOR 76 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X-LEFT,Y-TOP)s[j10-4,2), 3) F1-0 { 6 9 0 + 15 0 21-0 25-6 30-0 .1-0 4-6 4-6 6-0 6-0 4-6 4 5 4X8 1X4 3X4 1X4 4X8 5X8 3X4 1X4 cC`,t 10, F 4 6 ; 9 0 F, 15 0 21-0 F 25-6 +-0 ; 4-6 4-6 5-0 6-0 4-6 4-5 X5 L. HL TO PK:10-0-12 R. HL TO PK :10-0-12 LEFT HEIGHT:0-4-3 SPAN:30-0 RISE:4-10-3 RIGHT HEIGHT:0-4-3 s x x x xxx xx x x x x x= x x x x x o x a x x s xx axx xx x x s x x x x xxxxx x x x x xxx x xrax xxx xx xx xxx x x —xxxxx s xx x x x LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D- TOP 3-4=0.734 TOP CHORD:2*4 N0.2 19 SP TOP 30 7 BOTT 11-12=0.498 BOT CHORD:2*4 No.2 19 SP BOTT 0 10 LL.DEFL.@10=0.14 < L/360 WEBS :2*4 No.3 19 SP x x= x xxx xx x x xss x x s x x x x x x x= x x x xx x x x x x x x x x x x= x x xxx x x x x x x xx =x=xxxxx x x x x xx x x x x xs+x x x x x x STR.INC.: LUMB = 1.33 PLATE = 1.33 NSPACING :24.0 in. 0. C. REPETITIVE STRESSES USED TRUSS HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT 9 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYM4ETRICALLY(EXCEPT AS %D N)DESIGN CONFORMS WITH NDS DESIGN SPECS, SSBC,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS RERD)CONSULT BLDG ARCHITECT OR ENGINEER. A. C.E. S Version 7.1 B»»====____ [ 006017 MARONDA-TLY»»=== Customer : 0 Wed Dec 28 17.09:35 1994 Project #: DALB Truss ID J Family # 314 Span 30-0' Quantity 1 Top Pitch 6./12 FORCES - LOAD CASE 01 REACTIONS - SIZE 1-2=-5710 7-8=-5641 9-10- 4972 2-14- 83 6-12= 627 1=-3085 8.00 2-3=-5641 8-9=-5710 10-11= SO46 3-14= 793 6-11=-1189 9=-3D85 8.00 3-4--6622 11-12= 6621 3-13= 2087 7-11- 2087 4-5=-7091 12-13= 6621 4-13=-1189 7-10- 793 5-6--7091 13-14= 5D46 6-7=-6622 14-1= 4972 4-12- 627 5-12--654 8-10- 83 PROVIDE FOR 1472 LBS UPLIFT AT JOINT 1 (0.48) PROVIDE FOR 1472 LBS UPLIFT AT JOINT 9 (0.48) PROVIDE FOR 59 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X=LEFT,Y=TOP):[j3=5,4],[j7=5,4],[j11=2,1.5],[J12-4,2.5],[j13=3,1.5], 1-0 3-6 7-0 11-0-14 15-0 18-11-2 23-0 26-6 30-0 1-0 i 3-6 '3-6 4-0-14 ~3-11-2 F 3-11-2 F 4-0-14 '3-6 3-6 ` 6X10 3X4 2X4 3X4 6X10 p C t 9 iQf-4k 1 X4 •1 X4 3X: F-" 0- PaApp 14 13 12 11 10 4X4 3X5 6X8 3X5 4X4 2X3 WEDGE (18 GA) 7-0 11-0-14 15-0 18 11-2 23-0 E 30-0 7-0 4-0-14 3-11-2 3-11-2 4-0-14 7-0 iX5 2X3 WEDGE L. HL TO PK:7-9-15 R. HL TO PK :7-9-15 LEFT HEIGHT:0-4-3 SPAN:30-0 RISE:3-10-3 RIGHT HEIGHT:0-4-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.614 TOP CHORD:2*4 No.2 19 SP TOP 30 7 BOTT 12-13-0.995 BOT CHORD:2*4 No.1D 19 SP BOTT 0 10 LL.DEFL.@12=0.37 < L/360 WEBS :2*4 No.3 19 SPSPACING 24.0 in. o. c. yl- REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM 1- 3- 74 3- 7- 167 7- 9= 74 9-10- 20 10-14- 45 14- 1- 20 CONCENTRATED 10- .672 14- 67 CHORD: 3-4; 4-5; 5-61 6-7 TO BE 2*6 No.2 19 SP TRUSS HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT 9 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258,216 M18-232,194 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, SSBC,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. 14 13 12 11 10 4X4 3X5 6X8 3X5 4X4 2X3 WEDGE (18 GA) 7- 0 11-0-14 15-0 18 11-2 23-0 E 30- 0 7- 0 4-0-14 3-11-2 3-11-2 4-0-14 7-0 iX5 2X3 WEDGE L. HL TO PK:7-9-15 R. HL TO PK :7-9-15 LEFT HEIGHT:0-4-3 SPAN:30-0 RISE:3-10-3 RIGHT HEIGHT:0-4-3 LOADING ( PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.614 TOP CHORD:2*4 No.2 19 SP TOP 30 7 BOTT 12-13-0.995 BOT CHORD:2*4 No.1D 19 SP BOTT 0 10 LL.DEFL.@12=0.37 < L/360 WEBS :2*4 No.3 19 SPSPACING 24. 0 in. o. c. yl- REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1. 33 1.33 UNIFORM 1- 3- 74 3- 7- 167 7- 9= 74 9-10- 20 10-14- 45 14- 1- 20 CONCENTRATED 10- . 672 14- 67 CHORD: 3- 4; 4-5; 5-61 6-7 TO BE 2*6 No.2 19 SP TRUSS HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT 9 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258,216 M18-232,194 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, SSBC,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. cxc««A. C.E. S Version 7 .1 B>>>>- ==== [ 006018 ] ===a=====««MARONDA-TLY»»==- Customer : 0 Wed Dec 28 17.09:54 1994 Project #: x= x a c =5sot s aeaa = ca ate z a am c: a= Truss c as cta e tsy=4s a c s a sc a a a a a= c a sxma6= .x% Span 8 uni: Family Pitch : 1a.2a a x z c x c a FORCES - GRAVITY LOADS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2- 0 3-1- 0 1--314 8.00 2-3- 0 3=-47 2.50 2--173 1.50 PROVIDE FOR 114 LBS UPLIFT AT JOINT 1 (0.36) PROVIDE FOR 154 LBS UPLIFT AT JOINT 2 (0.89) PROVIDE FOR 148 LBS HDRIZ. REACTION AT JOINT P-0 5-1-8 5-1-8 n. y 0trw 9 3X4 5-1-8 r 5-1-8 L. HL TO PK:5-8-12 LEFT HEIGHT:0-4-3 SPAN:5-1-8 RISE:2-10-15 RIGHT HEIGHT:2-10-15 xxax=.ssxx=xsssx atXe 7sx ea 7o3=iCxx=x xaxxxacxaxcxcxax5sc=xaxaslcac=xc='= xmc=c=ac=x=csxsxxxxcx LOADING (PSF MAX STRESSES MINIMUM GRADE OF ZUMBER L TOP 1-2=0.363 TOP CHORD:2*4 No.2 19 SP TOP 30 7 BOTT 3-1=0.098 BOT CHORD:2*4 No.2 19 SP BOTT 0 10 LL.DEFL. < L/360 WEBS :2*4 No.3 19 SP cxx=c=sacxcxxxscxcxxacs=cc=cxcxc-c-s_c_--.--=x scc--- x - -c- - cCx--x _ STR. INC.: LUMB'= 1.33 PLATE _ 1.33 SPACING : 24.0 in. O-- REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT 9 FT. ENCLOSED BLDGTYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEELiOMPT AS SHOWN) PLATE MUSTBEINSTALLEDONEACHFACEOFJOINT, SYPMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, SSBC,TPI-91 THIS DESIGNISFORTRUSSFABRICATIONONLY -FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. A. C. E. S Version 7.1 B»»====___= [ 006019 ] a<========««MARONDA-TLY»»=== Customer : 0 Wed Dec 28 17;09:59 1994 Project #: DALB Truss ID : L Family # : 6% Span 3-1-8 Quantity : 4 Top Pitch ; 12 xsx:area==scfs=_xazs=x=scxx==x=ax=x=x==ax=x==xat=:x=mmxxx=cxc==cx=sa=x==x=x.s=xsx=satxaxx FORCES --GRAVITY LOADS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2= 0 3-1= 0 1=-220 8.00 2-3= 0 3=-27 2.50 2=-99 1.50 PROVIDE FOR 90 LBS UPLIFT AT JOINT 1 (0.41) PROVIDE FOR 91 LBS UPLIFT AT JOINT 2 (0.92) PROVIDE FOR 89 LBS HORIZ. REACTION AT JOINT 1 1-0 3--1-8 , 1 3-1-8 F NO.45161 no. Ile Dt . yy4 3 L. HL TO PK:3-5-15 LEFT HEIGHT:0-4-3 SPAN:3-1-8 RISE:1-10-15 RIGHT HEIGHT:1-10-15 s==a¢x=cxexx=azxr=.=s saax=asses=xsxccsxxx=sc=xxa=xx=xscxx==xx3=x=xxxsx-a=sa==aax=s====== LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.123 TOP CHORD:2*4 No.2 19 SP TOP 30 7 BOTT 3-1=0.033 BOT CHORD:2*4 No.2 19 SP BOTT 0 10 LL.DEFL. < L/360 WEBS :2*4 N0.3 19 SP xx==aeasra:xcsxxssxasss=asccss=sae=xaex=xxxxa==sxxaexxxse:arsx=xx=x=xsssasxxs====x==xx=x==== REPETITIVEI'STTRRESSES3USPLATE x 1.33 SPACINO. OFNMEMBERSO= 1. o. c. TRUSS HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT 9 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(NCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, SSBC,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. A.C.E.S version 7.1B>>>>xxxc =[ 006020 ]=========<<<<MARONDA-TLY>>>>=== Customer 0 Wed Dec 28 17.10:05 1994 Project #: DALB Truss ID : M Family # : 205 Span : 1--1-8 Quantity 4 Top Pitch : 6./12 FORCES -GRAVITY LOADS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2-0 3-1- 0 1=-126 8.00 2-3- 0 3x-7 2.50 2= 25 1.50 PROVIDE FOR 64 LBS UPLIFT AT JOINT 1 (0.51) PROVIDE FOR 29 LBS UPLIFT AT JOINT 2 (1.13) PROVIDE FOR 31 LBS HORIZ. REACTION AT JOINT L. HL TO PK:1-3-1 LEFT HEIGHT:0-4-3SPAN:1-1-8 RISE:0-10-15 RIGHT HEIGHT:0-10-15 LOADING ( PSF MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.010 TOP CHORD:2*4 N0.2 19 SP TOP 30 7 BOTT 3-1=0.003 BOT CHORD:2*4 N0.2 19 SP BOTT 0 10 LL.DEFL. < L/360 WEBS :2*4 N0.3 19 SP STR. INC.• LUMB.s 1..33 PLATE = 1.33 SPACING 24.0 in. o. C. V`' REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT 9 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, SSBC,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. A. C.E. S Version 7.1 B»»=ffi-_---- [ 006021 ] =====g===««MARONDA-TLY>>>>= Customer : 0 Wed Dec 28 17.10:10 1994 Project #: DALB Truss ID : N Family # : 204 Span : 9-10-13 Quantity 2 Top Patch : 4.243/12 aaa=sacs:affi.-.:ffiffiszffixaaa=cffiffiaaffiffiaffiam=saa=as==ffiffiaa==acaaffi=a=c===ffis=affica=a==a=s==affi= FORCES = LOAD CASE B1 REACTIONS — SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2=-631 4-1e 589 2—"-627 1•-648 8.00 2-3. 0 4• 666 2.50 3-4--330 PROVIDE FOR 452 LBS UPLIFT AT JOINT 1 (0.70) ' PROVIDE FOR 511 LBS UPLIFT AT JOINT 4 (0.77) 'DIE s V PROVIDE FOR 204 LBS HORIZ. REACTION AT JOINT 1 itiFt A 1; + b 1- 1 4-11` to 451Si s. Y 4- 1 1-6 4-1 1-6 3 1' 5(4 3X4 9- 1 -1-139- 10-13 L. HL TO PK:10-6 LEFT HEIGHT:0-3-15 SPAN:9-10-13 RISE:3-9-15 RIGHT HEIGHT:3-9-15 LOADING ( PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 2-3=0.566 TOP CHORD:2*4 No.2 19 SP TOP 30 7 BOTT 4-1=0.671 BOT CHORD:2*4 No.2 19 SP BOTT 0 10 LL.DEFL.@0=0.00 < L/360 WEBS :2*4 No.3 19 SP SPACING : 24.0 in. o. c. V`7 REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM PANEL( PLF) / JOINTS(LBS) 1- 2* 49 2- 3- 136 4- 1- 25 RIGHT END VERTICAL IS NOT EXPOSED. TRUSS HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT 9 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEV EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, SSBC,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATIOIJ ONLY.FOR PERMANENT AND`TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. A.C.E.S Version 7.1B>>>>=-___===[ 006022 ]=======x=««MARONDA-TLY>>>>=__ Customer : 0 Wed Dec 28 17.10:16 1994 Project #: DALB Truss ID : P Family # : 205 Span 7-0 Quantity : 9 Top Pitch : 6./12 3aa==-aaaa-aa7=a=aSaaCaa=xaA'iaaSSxOG ffii'xaxGCa=xxS=Sx==S-.alm'=xA6S @i '=Sa@ice. llCx=S7C===aa FORCES --GRAVITY LOADS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2= 0 3-1. 0 1-402 8.00 2-3= 0 3- 66 2.50 2--243 1.50 PROVIDE FOR 137 LBS UPLIFT AT JOINT 1 (0.34) PROVIDE FOR 214 LBS UPLIFT AT JOINT 2 (0.88) PROVIDE FOR 203 LBS HORIZ. REACTION AT JOINT 1 1-0 T_ 7-0 7-0 7-o 7-0 DIE 807 IF i 410.4S10 J * Ada L. HL TO PK:7-9-15 LEFT HEIGHT:0-4-3 SPAN:7-0 RISE:3-10-3 RIGHT HEIGHT:3-10-3 aaas=aa==szsfcaxaaaaaas=aaaa-xaaaaaa3aaxa3aa=aaaaaacaaaaas=xaaaaa.=saaasxaaaa=.aaa LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.702 TOP CHORD:2*4 No.2 19 SP TOP 30 7 BOTT 3-1=0.190 BOT CHORD:2*4 No.2 19 SP BOTT 0 10 LL.DEFL. < L/360 WEBS :2*4 No.3 19 SP STR.INC.• LUMB.= 1.33 PLATE = 1.33 SPACING • 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 100 M.P.H. WIND LOAD, WALL HEIGHT 9 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L. (SBC). PLATES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(SKCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CDNFORMS WITH NOS DESIGN SPECS, SSBC,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. FF— '-1 `'_+ .! 1 •a 4a h1i +F'CIt IPA—SHt (FORD 407, 321 3913 P. 01 Ar V A Q pVlA JS`W1 I Cow& Al AT U 'S a D4 +. 150 AMp' t 96 5Q ,D QQ 34-to 11 d$Wof 0aL D. am 60- " l5b Am? 1 a,'A Z/Q Alv,% TFiTi d r F1I f J z, ir SERIAL # 5141 ResmanuJ(c 01--01-1980 WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA/RES(c) DATA FILES BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION c) 1986 by A.C.C.A.) PROJECT :DALTON ADDRESS : CITY : OWNER :MARONDA HOMES BLDG CONTR :MARONDA HOMES HVAC CONTR :MARONDA HOMES Cond Flr Area: 1291 SF * GLASS/SF RATIO w 9.1% * House Faces: East Climatic Conditions Design Conditions * Geographical Location : Florida Orlando North Latitude / Elevation 28 Deg. 106 Ft. Above Sea Level Outdoor Winter Dry Bulb 38 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 32 Deg. F Winter Temp. Dif. f . (wTd ) 35 Deg. F Outdoor Summer Dry Bulb 93 Deg. F Outdoor Summer Wet Bulb 76 Deg. F Outdoor Summer Hum. Ratio Gr/Lb 110 Indoor Summer Relaltive Hum. 55% 1 ric:l(.,)or Summer Design Gr/Lb . 37 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62.3 Deg. F ® 64 Gr/Lb Summer Daily Range 17 Deg. F M Summer (Actual) Temp.Diff. 18 Deg. F Summer ( User Sel) Temp.Diff. sTd ) ; 20 Deg. F HEATING SUMMARY * DALA.DAT * COOLING SUMMARY * SUBTOTAL 25569.50 STRUCTURE SENSIBLE 12894.50 MECH•VENT- 200 Cfm 3960.00 SENS. + MECH.VENT : 16854.50 TEMP.SWING ® 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1278.47 DUCT GAIN 1985.45 TOTAL LOSS/BTUH 26847.97 TOTAL SENSIBLE 21839.95 TOTAL LATENT 7930.84 SENSIBLE + LATENT - 29770.79 20% OVERSIZE FACTOR 5369.59 20% SENS.OVRSZE FTR: 4367.99 ACTUAL + 20% OVERSIZE: 32217.57 SENS. + 20% OVERSIZE: 26207.94 EQUIPMENT SELECTION * EQT MANUF CU MOD # AHU MOD #_ HTG INPUT HTG OUTPUT HTG CFM AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE S )EER CLG CFM TYPE NOTES: GLASS Type Shdg Sc OvHg Botm Hgt Area Loss/Btuh Gain/Btuh E No Shd Line S.C. D/B 1 .83 9.5 8 16.00 646.40 896.00 N No Shd Fctr S.C. D/B 1 1 6.5 n/a 13.00 525.20 286.00 N No Shd Fctr S.C. w D/B 1 1 6.5 n/a 13.00 525.20 286.00 N No Shd Fctr S.C. D/B 1 1 2.5 n/a 3.50 141.40 77.00 W No Shd Line S.C. D/B 1 .13 12.5 6.5 40.00 1616.00 2240.00 S All Shaded S.C. D/B 1 1 5.5 4.5 16.00 646.40 352.00 S All Shaded S.C. D/B 1 1 5.5 4.5 16.00 646.40 352.00 infiltration : Winter Htm 30-09 x 117.50 3535.57 Infiltration : Summer Htm 8.6 ) x 117.50 1010.50 R-Value Area Loss/Btuh Gain/Btuh WA L L S ---------------------------------------------------------------------- Wood Stud - Ext. 11 32.00 99.20 67.20 N/W C.B. - Int Insul Ext. 3 971.00 6894.10 3204.30 Wood Stud - Adj. 11 295.00 914.50 383.50 SUBTOTALS: 1298.00 7907.80 3655.00 D0 0 R S ---------------------------------------------------------------------- Insulated Core/Metal Ext. 0 20.00 310.00 90.00 Solid Core/Wood - Adj. 0 17.00 329.80 61.20 Infiltration :Winter Htm( 30.09 ) x 37.00 1113.330 infiltration :Summer Htm( 8.6 ) x 37.00 318.20 SUBTOTALS: 37.00 1753.13 469.40 CE I L I N G S ---------- 7 ----------------------------------------------------- Under Attic 19 420.00 798.00 966.00 Under Attic 19 1002.00 1903.80 2304.60 SUBTOTALS: 1422.00 2701.80 3270.60 FL 0 0 R S -------------------------------------------------------------------- Slab on Grade 0 174.00 Lin.Ft. 4924.20 000.00 TOTAL STRUCTURE SENSIBLE * 25569.50 12894.50 uepai LrnenL of (,01firriurii.ty i)l I d1l's -,iv= FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Component Prescriptive Method A CENTRAL PROJECT NAME: DALTON S , UILDER: MARONDA HOMES AND ADDRESS: J-0i ;-7 , PERMITTING e, /7-V/ 97 'CLIMATE , v3 7A.Q0.. ,3Z7731 OFF ICE: ' ZONE: 4 ; _D5.0WNE=:R1- j PERMIT NO . l-31 URISDICT . t). pduiCK 1. New construction or addition Single family detached or Multifamily i. If Multifamily -No. of units zt. Tf Multifamily, is this a worst case E; . Conditioned floor area (sq .ft . ) E Predominant eave overhang (ft.) Porch overhang length (ft.) 8. Glass area and type: a. Clear Glass b. Tint, film or solar screen Floor type;and insulation: a. Slab on grade (R--value, perimeter) 1.0.Net Wall type area and insulation: 1. New Construction attached 2. Single -Family 3 . 0 yes/no) 4. 5. 1291.00 6. 1.00 _ 7. 0.00 Single Pane Double Pane 8a .117 .5sgft 0 .00sgft 8b . 0 .Osgf t 0 .00sgf t 9a . R-= 0.00 , 174.00 ft a Exterior 1. Concrete (Insulation R-value) 10a-1 R= 3.00, a. Exterior 2. Wood frame (Insulation R-value) 10a-2 R=11.00, a. Adjacent: 2. Wood frame ( Insulation R--value) 10a-2 R=11 .00, 1.1.Cei.li.nq type area and insulation: a. Under attic (Insulation R-value j,2.Air distribution systems a. Ducts (Insulation + Location) 1.3.Cooling system 14.Heating System: 15.Hot water system: 1.6.F-iot Water Credits: (HR-Heat Recovery, DHP--Dedicated Heat Pump) 17.1nf.iltration practice. 1, 2 or 3 1.8.HVAC Credits (CF-Ceiling Fan, CV -Cross vent, HF-Whole house fan, RE3--Attic radiant 971 .00sgf t _,,_ __ 32 .00sgft____ 295.00sgft__ lla.R=19.00 , 3.422.00sgft 12a. R= 6.00 , uncond _ 13. Type: Central A/C SEER" 10.00 14. Type: Heat Pump HSPF: 6.80 15. Type: Electric EF : 0.89 16. 17. 2_ 18. barrier, M7--Multixone ) 19.EPI (must not exceed 100 po,ipts) 19. 89.33 _ a. Total As Suilt points 19a. 24996.53 b. Total Base points 19b. 27980.98 I Hereby certify that the plans and ; Review of the plans and specifications pt-)c;ifications covered by this calcu- covered by this calculation indicates lation are in compliance 'th the ; compliance with the Florida Energy Florida Energy Cod . Code. Before construction is completed this building will be inspected for compliance in accordance with Section OAT[." : _.7-1-- ^ 7-c,`ti-_ 553.908 F.S. I hereby certify that this building is in cc?mpli nce w' the Florida Energy • is ode . OWNER/AGENT .;..BUILDING.11.2.19 OFFICIAL DATE., - "-~ '...` ' D AfiE : 1 i '1 1 91- r t r . r.,.T./.r'..1...:::>k.1.:lt..#;aF-.k*::*.:a.c:.y.:.k;1.:k***%k%k::k-k*k:k:i.':k**;k k k:Y:;k aF-•Y.*.•i•#'f•'kK SUMMER CALCULATIONS BASE -__ AS -BUILT GLASS -__--___-_..__--_ ORIEN AREA x BSPM"- POINTS TYPE SC ORIEN AREA x SPM x SOF POINTS N 40.00 82.2 3288.0 SGL CLR N 40.0 51.0 1.00 2029.8 E 29.50 82.2 2424.9 SGL CLR E 13.0 109.2 94 1327.3 SGL CLR E 13.0 109.2 94 1227.3 SGL CLR E 3.5 109.2 75 287.0 s 16.00 82.2 1315.2 SGL CLR S 16.0 100.2 93 1495.0 W 32.00 82.2 2630.4 SGL CLR W 16.0 109.2 92 1607.4 SGL CLR W 16.0 109.2 92 1607.4 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS - ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS 15 1,291.00 117.50 1.648 9,658.50 15,918.03 9,681.28 NON GLASS -__-__-_____ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM POINTS WALLS__-______~______ Ext 1003.0 1.0 1003.0 Ext Wood Frame 11.0 32.0 1.90 60.8 Ext NormWtBlock In 3.0 971.0 1.40 1359.4 Adj 295.0 .7 206.5 Adj Wood Frame 11.0 295.0 70 206.5 DOORS -_.______________ E'xt. 20.0 4.8 96.0 Ext Insulated 20.0 4.80 96.0 Adj 17.0 1.6 27.2 Adj Wood 17.0 2.40 40.8 CEILINGS ------------- UA 1291.0 .6 774.6 Under Attic 19.0 420.0 1.10 462.0 Under Attic 19.0 1002.0 1.10 1102.2 FLOORS --------------- blb 174.0 -31.8-5533.2 Slab -on -Grade .0 174.0 31.90 5550.6 INFILTRATION --------- 1291.0 10.9 14071.9 Practice 02 1291.0 10.90 14071.9 1OTAL_ SUMMER POINTS 26,564.03 21,530.28 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS 26,564.03 .37 9,828.69 21,530.28 1.00 1.100 340 1.000 8,052.33 i i.. i F i fi i a- , a, * .* ...#. ti .. T :* ;..* ::..: : ;k ; i: :# :M : K :k c :i # k :k 1; : Y ii T :..:k : ::4, •K :K * : K :k yk =k .!•• :1 .* .i :##, . ..:+ :*.:: WINTER CALCULATIONS BASE - -- AS -BUILT GLASS ---.__--......--_-_._..__ i ORIIEN AREA x BWPM = POINTS ; TYPE SC ORIEN AREA x WPM x WOF POINTS N 40.00 -3.4 136.0 ; SGL CLR N 40.0 9.6 1.00 385.0 E 29.50 -3.4 100.3 ; SGL CLR E 13.0 2.2 64 18.3 SGL CLR E 13.0 2.2 64 18.3 SGL CLR E 3.5 2.2 36 2.8 5 16.00 -3.4 54.4 ; SGL CLR S 16.0 10.9 96 167.9 W : 32.00 -3.4 108.8 ; SGL CLR W 16.0 2.2 57 20.1 SGL CLR W 16.0 2.2 57 20.1 15 x COND. FLOOR / TOTAL GLASS ADJ. x GLASS ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS 15 1,291.00 117.50 1.648-399.50 658.41 143.16 NON GLASS ----_-__--___ AREA x BWPM = POINTS ; TYPE R-VALUE AREA x WPM POINTS WAL.. L.c;._----..,-_.____...____ Ext 1003.0 1.1 1103.3 Ext Wood Frame 11.0 32.0 2.00 64.0 Ext NormWtBloc:k In 3.0 971.0 3.80 3689.8 Adj 295.0 1.8 531.0 ; Adj Wood Frame 11.0 295.0 1.80 531.0 i i DOORS________________ Ext 20.0 5.1 102.0 ; Ext Insulated 20.0 5.10 102.0 AN 17.0 4.0 68.0 ; Adj Wood 17.0 5.90 100.3 CEILINGS ------------- UA 1291.0 .6 774.6 ; Under Attic 19.0 420.0 1.00 420.0 Under Attic 19.0 1002.0 1.00 1002.0 FLOORS --------------- 41b 174.0 -1.9 330.6 ; Slab -on -Grade .0 174.0 2.50 435.0 INFILTRATION --------- 1291. 0 4.1 5293.1 ; Practice 02 1291.0 4.10 5293.1 TOTAL_ WINTER POINTS 6, 882.99 11,780.36 TOTAL_ x SYSTEM - HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT HEATING WIN PTS MULT POINTS ; COMPON RATIO MULT MOLT MULT POINTS 6, 082.99 1.10 7,571.29 11,780.36 1.00 1.100 500 1.000 6,479.20 1. .1..1. 1.. ,1.. 1..t..+..t. t,-1, 4, t,. t,.t , n 1,4,4, . f..t, . t. 1. 1 i .1. ,,, 1,4, t. a..*-t. .t. 4, 1 .0..1... WATER HEATING BASE AS --BUILT --- NUM'OF x MULT - TOTAL ; TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BE:DRMS ; RATIO MULT 3 3527.0 10,581.00 ; 40 .89 1.000 3488.3 1.00 10,465.00 SUMMARY BASE =_- ; - -- AS -BUILT --_ COOLING HEATING HOT WATER TOTAL ; COOLING HEATING HOT WATER TOTAL_ POINTS + POINTS + POINTS - POINTS POINTS + POINTS + POINTS - POINTS 9828.7 7571.3 10581.0 27,980.98 ; 8052.3 6479.2 10465.0 24,996.53 EPI = 89.33 t-iv rcu r uulut for 'detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 89.3 ' DCA Form 60OA--93 or Form 6008-93 0 10 20 30 40 50 60 70 80 90 100 X----- The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS .....................Single Clear :X-------------------- INSULATION .................. Ceiling R-Value......... 19.0 Wall R-Value......... 5.0 Floor R-Value......... 0.0 AIR CONDITIONER ............. SEER/EER.................. 10.0 HEATING SYSTEM .............. Electric COP/HSPF........ 6.8 Gas AFUE............ 0.00 WATERHEATER................ Electric EF.............. Gas EF.............. Solar EF.............. OTHER FEATURES .............. R- 10 R-30 X----------- R- 0 R-7 R- 0 R-19 X___________________ 10. 0 SEER 17.0 X-------------------- ; 9. 7 EER . 16.0 6. 8 HSPF 12.0 X____________________ 0. 78 AFUE 0.90 0. 88 0.96 0. 89 !--X------------------ 0. 54 0.90 0. 00 :_____________________ 0. 40 0.80 I certify that these energy saving features required for the Florida Energy Code have been installed in this ho se. Builder Address: signature: Date:^ y-., 3Z-n3 Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93